尊敬的 微信汇率:1円 ≈ 0.046089 元 支付宝汇率:1円 ≈ 0.04618元 [退出登录]
SlideShare a Scribd company logo
BRIDGE BEARINGS
MECHANICAL & COMPOSITE BEARINGS

Imagineering the possibilities
expanding horizons...
CCL is committed to high quality, innovative
engineering solutions and outstanding service.

CCL has been at the forefront of design and
construction for more than 70 years. Our systems
are extensively used in high-calibre structures,
bridges, oil platforms, sports stadia, nuclear
power stations, office and residential buildings
across the world.
CCL Design
The CCL design team has worked on thousands of prestigious structures
around the world. With vast experience and a proven ability to create
innovative solutions, we specialise in the bespoke design of bridge
bearings that allow the creation of cutting-edge, pioneering structures.

CCL Quality
Delivering quality at every stage, all CCL bridge bearings are designed
individually to exacting standards using high specification materials from
approved sources. We use only the latest design software and FEA
analysis and employ bespoke programs to optimise the design for
efficiency and cost. We operate a quality management system that
complies with EN ISO 9001.

CCL Commitment
Committed to providing a first class service across the globe, CCL
has a reputation for hands-on approachability, going further to
deliver a responsive, flexible, cost-effective service and high quality
solutions worldwide.

“ CCL offer a unique, high quality, end-toend service, from initial design through
to manufacture and installation.”

2
Bridge bearings support structures at a constant elevation, carrying forces from the superstructure into the
substructure and allowing necessary superstructure motions to take place. The same principles apply to all types
of structure where forces are exerted. CCL advanced solutions help create innovative bearings that anticipate
and counteract these forces.
Irreversible rotations and translations are due to the effects of concrete shrinkage, settlement, construction,
dead and superimposed dead loads or any similar effects and will occur only once.
Reversible rotations and translations are due to the effects of temperature, wind and live loads and will
occur repeatedly.
DOWNWARD FORCE
Acts vertically through the centre of the bearing.

TRANSVERSE FORCE

LONGITUDINAL FORCE

Forces, rotations and translations act
perpendicular to the bridge main
centre line.

Forces, rotations and translations act
along the bridge main centre line.

UPLIFTING FORCES
Acts vertically upwards due to vibration, design of bridge or the weight of
the superstructure that does not provide significant compressive load.

3
bearing types...
CCL design bespoke bearings to exacting standards. Most structures require a mixture of bearing types
and we advise our clients to contact us at an early stage to ensure we design bearings that perfectly
match the structure requirements. Our bearings are made to order to conform to all relevant local and
international regulations and standards. Any of the mechanical bearings can be converted to uplift type.
In partnership with the client, CCL can design a unique bearing that meets all specifications.

PF FIXED POT BEARING
Resists vertical load and provides restraint in all horizontal directions.
The projecting piston of the top plate is fully retained by the metal pot of the
bottom plate to provide full restraint in the horizontal plane. The deformation
of the elastomeric disc allows multi-directional rotation to take place.

PS FREE SLIDING POT BEARING
Resists vertical load and allows horizontal movements and rotations.
Within the base plate a rocker is fully retained in the pot. This rocker has a
lubricated, dimpled PTFE disc which slides against the stainless steel plate.
The stainless steel plate is fitted to the machined top plate allowing free
horizontal movements between the two sections of the bearing.

PG GUIDED SLIDING POT BEARING
Resists vertical load and provides perpendicular restraint.
In the base plate a rocker is retained in the pot with a lubricated, dimpled PTFE disc to
slide against the stainless steel plate. The stainless steel plate is fitted to the machined
top plate between two guide rails, which resist the horizontal load in one direction.
Horizontal movement occurs along the length of the guide rails. The deformation of the
elastomeric disc under the rocker plate allows multi-directional rotation to take place.

4
FP FIXED PIN BEARING
Caters for vertical load but resists horizontal loads in any directions.
Elastrometric bearings would generally be positioned next to the
Fixed Pin Bearing to take up the vertical load.

UG UNIGUIDE BEARING
Does not cater for vertical load but provides undirectional movement and
resistant to the horizontal load in the perpendicular direction.
Elastrometric bearings would generally be positioned next to the
Uniguide Bearing to take up the vertical load.

LR ELASTOMERIC BEARING
Resists vertical load and provides horizontal movements and rotations.
Caters for vertical load where movement is controlled by shear deflection and
rotation is by angular deformation. Steel reinforced plates are vulcanised in
alternating rubber layers which are then enclosed by a rubber outer layer,
increasing the bearing resistance to ageing caused by external influences, in
particular ozone.

PR/SR PLAIN PAD BEARING AND STRIP
Resists low vertical load and allows small movements.
Non-reinforced Elastrometric Pads and Strips are used where low loads and
small movements and rotations are expected. They are the simplest type of
bearing, readily available and easy to install.

BESPOKE SPECIAL BEARINGS
In addition to the standard range of mechanical bearings, CCL design
and manufacture bearings to suit customer requirements; often
recommending types of materials or corrosion protection for highly corrosive
areas such as marine locations, or heavily polluted industrial environments.

5
CCL design...
Continual investment in design and integrated
manufacture means bespoke has become standard

From ideas to installation…
Continual investment in design and integrated manufacture means bespoke has
become standard at CCL. CCL design team members are all experienced design
engineers, highly knowledgeable in practical engineering and industry practice.
Our engineers can adapt their design skills for special projects and specific
national codes. Years of extensive experience mean we understand that
bearings design and supply is critical if a project is to be delivered on time and
to specification. The CCL team draws upon skills from across the Group
delivering bespoke solutions that stand the test of time.

Our Design Philosophy
Each project is unique and we continue to invest in the latest technology,
training and materials to make this a reality. Our design team are from both
structural and mechanical engineering backgrounds, allowing us to combine the
structural design needs of the client with a bearing that can be optimised in
terms of manufacture and cost. We encourage all our clients to involve CCL at
an early stage so we can give guidance on selection of bearings and their
interaction with the rest of the structure.

Our Design Process
CCL will commence initial designs based on the information received from clients
or alternatively from site visits on remedial projects if requested. The extent of
our design depends on the information provided, CCL can give general guidance
to consultants at initial stages based on a small amount of data or be fully
involved in the process at structural design stage. CCL has worked on many
complex projects offering early advice that has assisted in minimising costs
and reducing the projects’ critical path.

“ Each and every CCL bearing we design is unique –
not picked from a predetermined table. Anything
lessthan bespoke design is a compromise.”

6

The bearings listed in this publication are merely a guide. We have always
insisted on optimising design for each project. Our extensive investments in
finite element, 3D Modelling, CAD/CAM and parametrics mean CCL can create full
bearing drawings in a very short timescale.

The Manufacturing Process
CCL is a fully approved ISO facility and we adhere to strict quality procedures.
Once bearings are approved they are transferred to our business system and the
drawing issue hard coded to ensure bearings are produced to the client’s
approved specification.
All components are fully inspected on receipt at CCL and are fully traceable to
source, parts are then machined or assembled to a unique order number for the
specified project. On completion every bearing is fully inspected and tagged
before release to our despatch area.

Testing and Installation
Depending on the client’s wishes and budgets, bearings can either be witness
tested at our test facilities or accredited laboratories. CCL staff will be available
to produce test reports and comment on the testing procedure. CCL through its
own site services company can install bearings or carry out certain remedial
works as requested. At CCL we understand site conditions and are available to
supervise installation by the client or review any remedial actions due to
installation issues.
Table 9. Typical bridge bearing schedule to BS5400 9.1: 1983
Bridge Name or Reference
Bearing identification mark
Number off
Upper Surface
Seating material
Lower Surface
Serviceabilty
Upper face
Ultimate

Allowable average contact
pressure (N/mm2)

Serviceabilty
Lower face
Ultimate
max
permanent

Vertical
Serviceability
limit state

min
Transverse

Design load effects (kN)
Longitudinal
Vertical
Ultimate limit
state

Transverse
Longitudinal
Transverse
Irreversible
Longitudinal

Serviceability
limit state

Transverse
Reversible
Longitudinal

Translation (mm)
Transverse
Irreversible
Ultimate limit
state

Longitudinal
Transverse

Reversible
Longitudinal
Transverse
Irreversible
Longitudinal

Serviceability
limit state

Transverse

Rotation (radians)

Reversible
Longitudinal
Maximum Rate
(radians/100 kN)

Transverse
Longitudinal
Transverse

Upper surface
Longitudinal
Maximum bearing
dimensions (mm)

Transverse
Lower surface
Longitudinal
Overall height
Vertical

Tolerable movement of bearing under transient loads (mm)

Transverse
Longitudinal

Allowable resistance to translation under
serviceability limit state (kNm)
Allowable resistance to rotation under
serviceability limit state (kN)

Transverse
Longitudinal
Transverse
Longitudinal
Upper face

Type fixing required
Lower face

7
PF fixed pot bearings:
Fixed bearings carry vertical load whilst providing restraint in all horizontal
directions. There are three types of mechanical pot bearings, all of which are
available in a range of capacities and sizes. Each type utilises a piston, rubber
disc and pot base, with variations to suit.

MIN

PF
50

PF
100

PF
150

PF
200

PF
250

PF
300

PF
400

PF
500

PF
PF
PF
PF
750 1000 1500 2000

SLS Permanent Vertical Load (kN)

330

670

1000

1330

1660

2000

2670

3330

5000

6660

10000

13330

SLS Total Vertical Load (kN)

500

1000

1500

2000

2500

3000

4000

810

7500

10000

15000

20000

SLS Horizontal Load (kN)

110

210

225

255

350

380

545

810

930

1300

1850

2100

ULS Vertical Load (kN)

650

1300

2000

2660

3330

4000

5330

6500

9750

13000

19500

26000

ULS Horizontal Load (kN)

140

270

300

330

470

500

710

1050

1200

1690

2400

2700

Overall Height a

54

71

84

89

103

115

131

140

166

202

247

282

Base Length and Width b

180

245

300

350

385

415

485

545

670

770

940

1085

Base Bolt Ctrs (Square) d

145

200

255

305

320

360

420

460

590

675

830

975

Top Plate Length and Width f

180

245

300

350

385

415

485

545

670

770

940

1085

Top Bolt Ctrs (Square) h

145

200

255

305

320

360

420

460

590

675

830

975

Bolt Size

M12

M16

M16

M16

M20

M20

M24

M30

M30

M36

M42

M42

Assumptions:
1. Minimum load is at least 20% of total load
2. 30% of minimum load is used as frictional resistance
to horizontal load

8

3. Total rotations are up to 0.02 rads
4. Lower and upper contact pressures approach 20N/mm2 at SLS
5. 25mm mortar under base.
PS free sliding bearings:
Free sliding bearings carry vertical load whilst allowing horizontal movement
and rotation in all directions.

MIN

PS
50

PS
100

PS
150

PS
200

PS
250

PS
300

PS
400

PS
500

PS
PS
PS
PS
750 1000 1500 2000

SLS Permanent Vertical Laod (kN)

330

670

1000

1330

1660

2000

2670

3330

5000

6660

10000

13330

SLS Total Vertical Load (kN)

500

1000

1500

2000

2500

3000

4000

5000

7500

1300

15000

20000

ULS Vertical Load (kN)

650

1300

2000

2600

3330

4000

5300

6500

9750

1300

19500

26000

Overall Height a

62

85

95

101

133

128

144

158

190

208

253

296

Base Length and Width b

180

245

300

350

385

415

485

550

665

775

940

1190

Base Bolt Ctrs (Square) d

145

200

255

305

330

360

430

470

600

650

840

995

Top Plate Length f

210

260

300

335

365

385

440

480

570

720

890

960

Top Plate Width g

290

370

425

475

530

560

630

700

825

960

1160

1300

Top Plate Bolt Ctrs longitudinally h

175

215

250

290

310

330

375

425

505

640

790

865

Top Plate Bolt Ctrs Transversely j

255

325

380

430

475

505

475

645

760

880

1060

1205

Bolt Size

M12

M16

M16

M16

M20

M20

M20

M20

M24

M30

M36

M36

Assumptions:
1. Minimum load is at least 20% of total load
2. Total rotations are up to 0.02rads

3. Lower and upper contact pressures approach 20N/mm2 at SLS
4. 25mm mortar under base
5. Movements +/- 25mm SLS

9
PG guided sliding pot bearings:
Guided sliding bearings carry vertical load whilst allowing movement in one
direction and providing restraint perpendicular to this movement. They also
allow rotation in all directions.

g/f
h/j

Top Plate
Stainless Steel Slider
PTFE Disc
Guide Bar
Rocker Plate
Seal
Elastomeric Disc

d

Pot Base
b

MIN

PG
50

PG
100

PG
150

PG
200

PG
250

PG
300

PG
400

PG
500

PG
PG
PG
PG
750 1000 1500 2000

SLS Permanent Vertical Load (kN)

330

660

1000

1330

1660

2000

2670

3330

5000

6660

10000

13330

SLS Total Vertical Load (kN)

500

1000

1500

2000

2500

3000

4000

5000

7500

10000

15000

20000

SLS Horizontal Load (kN)

100

200

220

540

350

380

510

610

890

1350

1700

2100

ULS Vertical Load (kN)

650

1300

2000

2660

3330

4000

5330

6500

9750

13000

19500

26000

ULS Horizontal Load (kN)

130

250

280

310

440

475

670

790

1120

1580

2200

2550

Overall Height a

100

114

122

134

149

159

175

89

227

270

306

360

Base Length and Width b

180

245

300

350

385

415

485

545

670

770

940

1085

Base Bolt Ctrs (Square) d

145

200

255

305

330

360

420

460

590

675

830

975

Top Plate Length f

225

275

315

350

380

410

460

500

600

720

900

1000

Top Plate Width g

315

380

415

470

515

545

615

690

810

935

1140

1280

Top Plate Ctrs Longitudinally h

190

230

270

305

325

355

395

420

520

625

790

890

Top Plate Ctrs Transversely j

280

335

370

425

460

490

550

610

730

840

1030

1170

Bolt Size

M12

M16

M16

M16

M20

M20

M24

M30

M30

M36

M42

M42

Assumptions:
1. Minimum load is at least 20% of total load
2. Total rotations are up to 0.02 rads

10

3. Lower and upper contact pressures approach 20N/mm2 at SLS
4. 25mm mortar under base
5. Movements +/- 25mm SLS
FP fixed pin bearings:
Fixed Pin bearings will not transfer any vertical load. The vertical load would
generally be taken by Laminated Elastomeric bearings positioned each side of
the Fixed Pin bearing.
In situations where space is restricted the bolting of the top plate can prove
difficult. Uniguide and Fixed Pin bearings can be supplied with an optional
tang plate to overcome this problem. This provides a permanent anchor for
the bearing within the concrete.

MIN

FP
25

FP
50

FP
75

FP
100

FP
125

FP
150

FP
200

SLS Horizontal Load (kN)

250

500

750

1000

1250

1500

2000

ULS Horizontal Load (kN)

350

700

1050

1300

1565

1200

2800

90

120

140

140

150

160

170

Top Plate & Base Plate Width b

175

245

310

390

450

530

670

Top Plate & Base Plate Length c

285

425

530

610

650

730

890

Top & Base Plate Bolt Ctrs Transversely d

110

150

200

280

340

420

560

Top & Base Plate Bolt Ctrs Longitudinally e

220

330

420

480

540

620

770

Bolt Size

M24

M36

M42

M42

M42

M42

M42

4

4

4

4

6

6

10

Overall Height a

No. of Bolts (Top & Base)
Assumptions:
1. 25mm mortar under base

11
UG uniguide bearings:
Uniguide bearings allow movement in one direction to allow expansion
from the fixed end, but provide restraint in the perpendicular direction.
Uniguide bearings will not transfer any vertical load. Laminated Elastomeric
bearings would usually be positioned next to the Uniguide to take the
vertical load.

UG
200

UG
300

UG
400

UG
500

UG
750

UG
1000

UG
1500

UG
1500

SLS Horizontal Load (kN)

200

300

400

500

750

1000

1500

2000

ULS Horizontal Load (kN)

280

415

560

700

1030

1400

2100

2800

Overall Height a

110

120

140

158

185

220

239

249

Base Plate Length b

180

255

280

320

350

400

510

670

Base Plate Width c

255

270

330

360

470

560

560

560

Base Plate Bolt Ctrs Longitudinally d

80

90

100

120

130

140

400

560

Base Plate Bolt Ctrs Transversely e

200

205

250

280

375

450

450

450

Top Plate Length f

325

350

420

440

495

550

600

760

Top Plate Width g

255

270

330

360

470

560

750

750

Top Plate Bolt Ctrs Longitudinally h

270

285

340

360

400

440

490

650

Top Plate Bolt Ctrs Transversely j

200

205

250

280

375

450

640

640

Top Bolt Size

M20

M24

M30

M30

M36

M42

M42*

M42**

Base Bolt Size

M20

M24

M30

M30

M36

M42

M24*

M42**

8

10

10

10

10

10

12

12

MIN

Clearance m
Assumptions:
1. Movements +/- 25mm SLS
2. 25mm mortar under base

12

*6 Bolts **8 Bolts
LR elastrometric bearings:
CCL Elastometric Bearings are usually designed and manufactured
to British Standard BS 5400: Part 9 :1983 and if required,
calculations can be prepared to take into account EN1337
Specification and the Department of Transport requirements listed
under their Departmental Standard BD20/92.
CCL standard bearings have chloroprene or natural rubber laminates
in thicknesses of 5, 8 and 11 mm and steel plates in thicknesses of
2, 3 and 4mm. Other thicknesses of rubber laminations and steel
plates can be produced if requested.
In addition to this a Quick Production Test (QPT) is carried out on
every bearing to ensure that the bearings have been correctly
formed and will not delaminate.

Steel Plates
Rubber Laminations

PR/SR plain pad and strip bearing:
This bearing type is the cheapest and quickest to produce but allows
small vertical, rotation and shear displacements by elastic deformation.
They should not be used under heavy and constant shear forces to
prolong the lifespan, as long as their maintenance is sustained
throughout their service life.

13
technical information...
2520-04-08-ENR3
A

Overall lenght in cm

B

Overall breadth in cm

C

Number of rubber laminations

D

Thickness of individual rubber laminations in mm

E

Grade and type of rubber

F

Thickness of steel plate in mm (standard size 2, 3 and 4mm)

Note:
The number of plates = the number of laminates + 1
Top and bottom cover thickness = 2.5mm
Side cover thickness = 4.5mm
To calculate the total thickness of the bearing:
T = Top and bottom cover thickness + total thickness
of rubber laminations + total thickness of plates.

14

Example:
- Bearing reference 2520-04-08ENR3
- Number of rubber laminations = 4
- Thickness of laminations = 8mm
- Number of plates = 4+1 = 5
- Thickness of plate = 3mm
T = (2.5 + 2.5) + (4x8) + (5 x 3) = 52
Zero Shear
No
Rotation

Bearing
Reference

Plan
Dimension
(mm)

Height
(mm)

Weight
(kg)

Kc
(kN/mm)

Ks
(kN/mm)

1010-01-05ENR2
1010-02-05ENR2
1010-03-05ENR2
1010-04-05ENR2
1510-01-05ENR2
1510-02-05ENR2
1510-03-05ENR2
1510-04-05ENR2
1510-05-05ENR2
2010-01-05ENR2
2010-02-05ENR2
2010-03-05ENR2
2010-04-05ENR2
2015-01-05ENR2
2015-02-05ENR2
2015-03-05ENR2
2015-04-05ENR2
2015-05-05ENR2
2015-06-05ENR2
2515-01-08ENR3
2515-02-08ENR3
2515-03-08ENR3
2515-04-08ENR3
2515-05-08ENR3
2520-01-08ENR3
2520-02-08ENR3
2520-03-08ENR3
2520-04-08ENR3
2520-05-08ENR3
3020-01-08ENR3
3020-02-08ENR3
3020-03-08ENR3
3020-04-08ENR3
3020-05-08ENR3
3025-01-08ENR3
3025-02-08ENR3
3025-03-08ENR3
3025-04-08ENR3
3025-05-08ENR3
3025-06-08ENR3
3025-07-08ENR3
4025-01-08ENR3
4025-02-08ENR3
4025-03-08ENR3
4025-04-08ENR3
4025-05-08ENR3
4025-06-08ENR3
4025-07-08ENR3
4030-01-08ENR3
4030-02-08ENR3
4030-03-08ENR3
4030-04-08ENR3
4030-05-08ENR3
4030-06-08ENR3
4030-07-08ENR3
4030-08-08ENR3
4535-01-11ENR4
4535-02-11ENR4
4535-03-11ENR4
4535-04-11ENR4
4535-05-11ENR4
4535-06-11ENR4
4535-07-11ENR4
5040-01-11ENR4
5040-02-11ENR4
5040-03-11ENR4
5040-04-11ENR4
5040-05-11ENR4
5040-06-11ENR4
5040-07-11ENR4
5040-08-11ENR4
6045-01-11ENR4
6045-02-11ENR4
6045-03-11ENR4
6045-04-11ENR4
6045-05-11ENR4
6045-06-11ENR4
6045-07-11ENR4
6045-08-11ENR4
6045-09-11ENR4

100 x 100
100 x 100
100 x 100
100 x 100
150 x 100
150 x 100
150 x 100
150 x 100
150 x 100
200 x 100
200 x 100
200 x 100
200 x 100
200 x 150
200 x 150
200 x 150
200 x 150
200 x 150
200 x 150
250 x 150
250 x 150
250 x 150
250 x 150
250 x 150
250 x 200
250 x 200
250 x 200
250 x 200
250 x 200
300 x 200
300 x 200
300 x 200
300 x 200
300 x 200
300 x 250
300 x 250
300 x 250
300 x 250
300 x 250
300 x 250
300 x 250
400 x 250
400 x 250
400 x 250
400 x 250
400 x 250
400 x 250
400 x 250
400 x 300
400 x 300
400 x 300
400 x 300
400 x 300
400 x 300
400 x 300
400 x 300
450 x 350
450 x 350
450 x 350
450 x 350
450 x 350
450 x 350
450 x 350
500 x 400
500 x 400
500 x 400
500 x 400
500 x 400
500 x 400
500 x 400
500 x 400
600 x 450
600 x 450
600 x 450
600 x 450
600 x 450
600 x 450
600 x 450
600 x 450
600 x 450

14
21
28
35
14
21
28
35
42
14
21
28
35
14
21
28
35
42
49
19
30
41
52
63
19
30
41
52
63
19
30
41
52
63
19
30
41
52
63
74
85
19
30
41
52
63
74
85
19
30
41
52
63
74
85
96
24
39
54
69
84
99
114
24
39
54
69
84
99
114
129
24
39
54
69
84
99
114
129
144

0.38
0.57
0.76
0.95
0.58
0.87
1.16
1.45
1.73
0.78
1.17
1.56
1.95
1.19
1.78
2.38
2.97
3.57
4.16
2.16
3.30
4.45
5.59
6.73
2.91
4.45
5.99
7.52
9.06
3.50
5.36
7.21
9.06
10.92
4.41
6.74
9.07
11.40
13.72
16.05
18.38
5.90
9.03
12.15
15.27
18.39
21.51
24.63
7.11
10.87
14.63
18.39
22.15
25.91
29.67
33.42
12.27
18.93
25.60
32.26
38.93
45.59
52.26
15.64
24.13
32.61
41.10
49.59
58.08
66.57
75.06
21.19
32.69
44.19
55.69
67.19
78.69
90.19
101.69
113.19

115
65
45
34
255
144
100
77
62
418
237
165
127
1032
592
415
320
260
219
503
263
178
135
108
939
494
335
254
204
1298
686
466
353
284
2045
1088
741
562
452
379
326
3339
1788
1221
927
747
626
538
4771
2574
1763
1340
1081
906
780
684
3691
1922
1299
981
789
659
566
5721
2998
2032
1536
1235
1033
887
778
9658
5107
3471
2629
2116
1770
1522
1334
1188

0.90
0.60
0.45
0.36
1.35
0.90
0.68
0.54
0.45
1.80
1.20
0.90
0.72
2.70
1.80
1.35
1.08
0.90
0.77
2.60
1.61
1.16
0.91
0.75
3.46
2.14
1.55
1.22
1.00
4.15
2.57
1.86
1.46
1.20
5.19
3.21
2.33
1.82
1.50
1.27
1.11
6.92
4.29
3.10
2.43
2.00
1.70
1.48
8.31
5.14
3.72
2.92
2.40
2.04
1.77
1.57
8.86
5.25
3.73
2.89
2.36
2.00
1.73
11.25
6.67
4.74
3.67
3.00
2.54
2.20
1.94
15.19
9.00
6.39
4.96
4.05
3.42
2.96
2.61
2.34

Max. Shear With Zero Rotation

Zero Shear With Rotation

Maximum Shear With Rotation

Max.Shear Max.Shear
SLS
SLS
SLS
Rotational Max.Shear Max.Shear
SLS
Rotational
Movement Movement
Vertical Movement Movement Vertical
Vertical Capacity Located UnLocated Vertical Capacity
Located UnLocated
Load (kN)
(Rads)
Load (kN)
(Rads)
Load (kN) Load (kN)
(mm)
(mm)
(mm)
(mm)
90
90
90
82
170
170
170
154
129
257
257
257
233
524
524
524
524
524
524
453
453
453
431
355
735
735
735
735
735
961
961
961
961
961
1386
1386
1386
1386
1386
1386
1369
2107
2107
2107
2107
2107
2107
2081
2847
2847
2847
2847
2847
2847
2847
2847
3155
3155
3155
3155
3155
3155
3155
4559
4559
4559
4559
4559
4559
4559
4559
7181
7181
7181
7181
7181
7181
7181
7181
7181

3.5
7.0
10.5
14.0
3.5
7.0
10.5
14.0
17.5
3.5
7.0
10.5
14.0
3.5
7.0
10.5
14.0
17.5
21.0
5.6
11.2
16.8
22.4
28.0
5.6
11.2
16.8
22.4
28.0
5.6
11.2
16.8
22.4
28.0
5.6
11.2
16.8
22.4
28.0
33.6
39.2
5.6
11.2
16.8
22.4
28.0
33.6
39.2
5.6
11.2
16.8
22.4
28.0
33.6
39.2
44.8
7.7
15.4
23.1
30.8
38.5
46.2
53.9
7.7
15.4
23.1
30.8
38.5
46.2
53.9
61.6
7.7
15.4
23.1
30.8
38.5
46.2
53.9
61.6
69.3

7.0
10.5
14.0
17.5
7.0
10.5
14.0
17.5
21.0
7.0
10.5
14.0
17.5
7.0
10.5
14.0
17.5
21.0
24.5
9.1
14.7
20.3
25.9
31.5
9.1
14.7
20.3
25.9
31.5
9.1
14.7
20.3
25.9
31.5
9.1
14.7
20.3
25.9
31.5
37.1
42.7
9.1
14.7
20.3
25.9
31.5
37.1
42.7
9.1
14.7
20.3
25.9
31.5
37.1
42.7
48.3
11.2
18.9
26.6
34.3
42.0
49.7
57.4
11.2
18.9
26.6
34.3
42.0
49.7
57.4
65.1
11.2
18.9
26.6
34.3
42.0
49.7
57.4
65.1
72.8

68
65
63
60
129
124
118
113
99
195
187
179
171
411
400
389
378
368
357
349
335
320
305
275
578
560
542
524
506
755
732
708
685
662
1100
1074
1047
1021
994
967
941
1673
1632
1592
1551
1511
1471
1430
2275
2230
2185
2140
2094
2049
2004
1959
2517
2458
2399
2340
2282
2223
2164
3653
3579
3505
3430
3356
3282
3208
3134
5773
5670
5566
5463
5359
5256
5152
5049
4946

39
42
43
43
81
86
88
89
89
128
136
139
140
229
247
253
257
259
260
239
244
246
247
247
358
368
371
373
374
482
495
500
502
503
646
667
674
678
680
681
682
1020
1055
1067
1074
1077
1080
1082
1284
1337
1355
1365
1370
1374
1377
1379
1515
1546
1557
1562
1566
1568
156
2114
2166
2184
2193
2199
2202
2205
2207
3240
3337
3371
3388
3399
3405
3410
3414
3417

0.0113
0.0215
0.0316
0.0417
0.0105
0.0198
0.0290
0.0383
0.0475
0.0101
0.0189
0.0277
0.0365
0.0047
0.0089
0.0130
0.0171
0.0212
0.0253
0.0101
0.0198
0.0294
0.0390
0.0486
0.0060
0.0117
0.0174
0.0231
0.0287
0.0058
0.0113
0.0168
0.0223
0.0278
0.0039
0.0076
0.0113
0.0150
0.0187
0.0224
0.0261
0.0038
0.0073
0.0109
0.0144
0.0179
0.0215
0.0250
0.0028
0.0053
0.0079
0.0105
0.0131
0.0156
0.0182
0.0208
0.0036
0.0071
0.0105
0.0140
0.0175
0.0209
0.0244
0.0028
0.0055
0.0082
0.0109
0.0137
0.0164
0.0191
0.0218
0.0023
0.0044
0.0066
0.0088
0.0109
0.0131
0.0152
0.0174
0.0196

3.5
7.0
10.5
14.0
3.5
7.0
10.5
14.0
17.5
3.5
7.0
10.5
14.0
3.5
7.0
10.5
14.0
17.5
21.0
5.6
11.2
16.8
22.4
28.0
5.6
11.2
16.8
22.4
28.0
5.6
11.2
16.8
22.4
28.0
5.6
11.2
16.8
22.4
28.0
33.6
39.2
5.6
11.2
16.8
22.4
28.0
33.6
39.2
5.6
11.2
16.8
22.4
28.0
33.6
39.2
44.8
7.7
15.4
23.1
30.8
38.5
46.2
53.9
7.7
15.4
23.1
30.8
38.5
46.2
53.9
61.6
7.7
15.4
23.1
30.8
38.5
46.2
53.9
61.6
69.3

7.0
10.5
14.0
17.5
7.0
10.5
14.0
17.5
21.0
7.0
10.5
14.0
17.5
7.0
10.5
14.0
17.5
21.0
24.5
9.1
14.7
20.3
25.9
31.5
9.1
14.7
20.3
25.9
31.5
9.1
14.7
20.3
25.9
31.5
9.1
14.7
20.3
25.9
31.5
37.1
42.7
9.1
14.7
20.3
25.9
31.5
37.1
42.7
9.1
14.7
20.3
25.9
31.5
37.1
42.7
48.3
11.2
18.9
26.6
34.3
42.0
49.7
57.4
11.2
18.9
26.6
34.3
42.0
49.7
57.4
65.1
11.2
18.9
26.6
34.3
42.0
49.7
57.4
65.1
72.8

31
32
32
32
64
66
66
65
64
101
105
104
102
185
196
198
198
196
194
190
190
186
181
176
289
291
289
285
280
388
392
388
383
376
523
533
532
528
522
516
509
826
843
841
834
825
815
804
1045
1076
1080
1075
1068
1059
1049
1038
1230
1240
1233
1221
1207
1192
1176
1721
1745
1741
1729
1714
1698
1679
1660
2643
2698
2700
2688
2671
2650
2627
2602
2577

0.0090
0.0167
0.0240
0.0309
0.0083
0.0153
0.0219
0.0281
0.0338
0.0080
0.0146
0.0208
0.0266
0.0038
0.0070
0.0102
0.0132
0.0161
0.0189
0.0080
0.0153
0.0222
0.0287
0.0347
0.0048
0.0093
0.0135
0.0176
0.0216
0.0047
0.0090
0.0131
0.0170
0.0208
0.0032
0.0061
0.0089
0.0117
0.0144
0.0170
0.0195
0.0031
0.0059
0.0086
0.0112
0.0137
0.0162
0.0186
0.0022
0.0043
0.0063
0.0083
0.0102
0.0120
0.0139
0.0156
0.0029
0.0057
0.0083
0.0109
0.0135
0.0159
0.0183
0.0023
0.0045
0.0066
0.0086
0.0106
0.0126
0.0145
0.0164
0.0019
0.0036
0.0053
0.0070
0.0086
0.0102
0.0117
0.0133
0.0148

Table is for guidance only. Please submit the bearing schedule following table 9. BS5400 specifications for detailed proposal.
15
Elastrometric bearing installation:
BASE FIXITY:

TOP FIXITY:

A. Cast into recess in concrete with bedding mortar fill

D. Cast into in-situ concrete deck

B. Cast onto bedding mortar and built around the edges

E. Glued to beam soffit *(standard method)

C. Glued onto smooth mortar plinth *(standard method)

TOP & BASE FIXITY:
F. Fixed using auxiliary steel plates *(Extreme cases only)

Please note: Bearing must be fixed on the top and bottom faces if positive fixity is required.

16
“Every project is unique, that’s why
all CCL bearings are designed
specifically for each structure.
At CCL we deliver superior products
that help build pioneering structures.”

17
Quality Standards
CCL is an ISO registered company operating a quality management
system compliant with ISO 9001: 2000. Our high performance
bearings are individually designed and manufactured in accordance
with European Standard EN1337-5, BS 5400 Sections 9.1 & 9.2:
1983 and satisfy all the requirements of the European bearing
standard EN 1337-5/2. All our bearings are clearly marked with the
CE label and we are able to manufacture to any other global
standard required.
Service & Installation
CCL offer a total end-to-end service from initial concepts to
installation, commissioning and beyond. Committed to creating
superior, highly robust, durable products, we install, pre-set, calibrate
and inspect bearings on site to ensure they continue to perform at
optimum standards throughout the life of the structure.

“CCL helps you create and
build unique structures. Our
focus on outstanding
technical solutions, durable
products and practical post
completion advice has
allowed CCL to deliver
projects on an international
basis for more than 30 years.”

Imagineering the possibilities

18
cclstressing.com
19
CCL was established in 1935 to provide cutting-edge
engineering solutions. Since then, the company has grown
and diversified to become one of the world’s leading global
engineering companies.
Every day, CCL products and services are used in prestigious
building and civil engineering structures across the world.
Our advanced solutions help engineers, planners and
construction companies create visionary structures.

The specifications, information and performance of the products manufactured by CCL Stressing and
featured in this publication are presented in good faith and believed to be correct and may be changed
without notice. CCL and Associated Companies make no representations or warranties as to the
completeness or accuracy of the information.
Information is supplied upon the condition that the persons receiving same will make their own
determination as to its suitability for their purposes prior to use. In no event will CCL Stressing be
responsible for damages of any nature whatsoever resulting from the use of or reliance upon
information from this publication or the products to which the information refers.
We do not warrant the accuracy or timeliness of the materials in this publication and CCL Stressing
and its Associated Companies has no liability for any errors or omissions in the materials.

www.cclstressing.com

More Related Content

What's hot

Handling Specialty Ladle Lifts For Steel Refractories
Handling Specialty Ladle Lifts For Steel RefractoriesHandling Specialty Ladle Lifts For Steel Refractories
Handling Specialty Ladle Lifts For Steel Refractories
Mary Haurilak
 
ProjectReportL&T
ProjectReportL&TProjectReportL&T
ProjectReportL&T
Ishank Agarwal
 
Horseshoe Casino Construction
Horseshoe Casino ConstructionHorseshoe Casino Construction
Horseshoe Casino Construction
RedBuilt LLC
 
Jib Cranes
Jib CranesJib Cranes
Jib Cranes
HES Cranes
 
Bearing self study guide
Bearing self study guideBearing self study guide
Bearing self study guide
mkpq pasha
 
STUDY OF ICF BOGIE
STUDY OF ICF BOGIESTUDY OF ICF BOGIE
STUDY OF ICF BOGIE
pavan kotra
 
Suspension system for any vehicle
Suspension system for any vehicleSuspension system for any vehicle
Suspension system for any vehicle
Study Hub
 
CEA SURELIFT Brochure 2015
CEA SURELIFT Brochure 2015CEA SURELIFT Brochure 2015
CEA SURELIFT Brochure 2015
CEA Project Logistics
 
Things to Know About an Angular Contact Ball Bearing
Things to Know About an Angular Contact Ball BearingThings to Know About an Angular Contact Ball Bearing
Things to Know About an Angular Contact Ball Bearing
SKFIndia
 
Outfitting related structural defects
Outfitting related structural defectsOutfitting related structural defects
Outfitting related structural defects
Nam Nguyen
 
Suspension system
Suspension systemSuspension system
Suspension system
Saqlain Ahmed
 
Bridge Bearings – A Review
Bridge Bearings – A ReviewBridge Bearings – A Review
Bridge Bearings – A Review
IRJET Journal
 
Weigbridge Manufacturers
Weigbridge ManufacturersWeigbridge Manufacturers
Weigbridge Manufacturers
TechnoweighIndia2
 
Inter Moor Presentation Nov 2011
Inter Moor Presentation   Nov 2011Inter Moor Presentation   Nov 2011
Inter Moor Presentation Nov 2011
schachtbrian
 
1 141227035803-conversion-gate02-converted
1 141227035803-conversion-gate02-converted1 141227035803-conversion-gate02-converted
1 141227035803-conversion-gate02-converted
Sudarshan Pattar
 
What are the Different Types of Constant Velocity Joints in your Car
What are the Different Types of Constant Velocity Joints in your CarWhat are the Different Types of Constant Velocity Joints in your Car
What are the Different Types of Constant Velocity Joints in your Car
Carbahn Autoworks
 
Culvert Design 201 Structural Design, Durability & Applications
Culvert Design 201 Structural Design, Durability & ApplicationsCulvert Design 201 Structural Design, Durability & Applications
Culvert Design 201 Structural Design, Durability & Applications
Path Marketing Inc.
 
The Journey to a West Coast Drivetrain - Swatposium 2015
The Journey to a West Coast Drivetrain - Swatposium 2015The Journey to a West Coast Drivetrain - Swatposium 2015
The Journey to a West Coast Drivetrain - Swatposium 2015
Nicholas Peter Oprescu-Havriliuc
 
Rolling Contact Bearing theory Prof. Sagar Dhotare
Rolling Contact Bearing theory   Prof. Sagar DhotareRolling Contact Bearing theory   Prof. Sagar Dhotare
Rolling Contact Bearing theory Prof. Sagar Dhotare
Sagar Dhotare
 

What's hot (19)

Handling Specialty Ladle Lifts For Steel Refractories
Handling Specialty Ladle Lifts For Steel RefractoriesHandling Specialty Ladle Lifts For Steel Refractories
Handling Specialty Ladle Lifts For Steel Refractories
 
ProjectReportL&T
ProjectReportL&TProjectReportL&T
ProjectReportL&T
 
Horseshoe Casino Construction
Horseshoe Casino ConstructionHorseshoe Casino Construction
Horseshoe Casino Construction
 
Jib Cranes
Jib CranesJib Cranes
Jib Cranes
 
Bearing self study guide
Bearing self study guideBearing self study guide
Bearing self study guide
 
STUDY OF ICF BOGIE
STUDY OF ICF BOGIESTUDY OF ICF BOGIE
STUDY OF ICF BOGIE
 
Suspension system for any vehicle
Suspension system for any vehicleSuspension system for any vehicle
Suspension system for any vehicle
 
CEA SURELIFT Brochure 2015
CEA SURELIFT Brochure 2015CEA SURELIFT Brochure 2015
CEA SURELIFT Brochure 2015
 
Things to Know About an Angular Contact Ball Bearing
Things to Know About an Angular Contact Ball BearingThings to Know About an Angular Contact Ball Bearing
Things to Know About an Angular Contact Ball Bearing
 
Outfitting related structural defects
Outfitting related structural defectsOutfitting related structural defects
Outfitting related structural defects
 
Suspension system
Suspension systemSuspension system
Suspension system
 
Bridge Bearings – A Review
Bridge Bearings – A ReviewBridge Bearings – A Review
Bridge Bearings – A Review
 
Weigbridge Manufacturers
Weigbridge ManufacturersWeigbridge Manufacturers
Weigbridge Manufacturers
 
Inter Moor Presentation Nov 2011
Inter Moor Presentation   Nov 2011Inter Moor Presentation   Nov 2011
Inter Moor Presentation Nov 2011
 
1 141227035803-conversion-gate02-converted
1 141227035803-conversion-gate02-converted1 141227035803-conversion-gate02-converted
1 141227035803-conversion-gate02-converted
 
What are the Different Types of Constant Velocity Joints in your Car
What are the Different Types of Constant Velocity Joints in your CarWhat are the Different Types of Constant Velocity Joints in your Car
What are the Different Types of Constant Velocity Joints in your Car
 
Culvert Design 201 Structural Design, Durability & Applications
Culvert Design 201 Structural Design, Durability & ApplicationsCulvert Design 201 Structural Design, Durability & Applications
Culvert Design 201 Structural Design, Durability & Applications
 
The Journey to a West Coast Drivetrain - Swatposium 2015
The Journey to a West Coast Drivetrain - Swatposium 2015The Journey to a West Coast Drivetrain - Swatposium 2015
The Journey to a West Coast Drivetrain - Swatposium 2015
 
Rolling Contact Bearing theory Prof. Sagar Dhotare
Rolling Contact Bearing theory   Prof. Sagar DhotareRolling Contact Bearing theory   Prof. Sagar Dhotare
Rolling Contact Bearing theory Prof. Sagar Dhotare
 

Viewers also liked

Bearing
Bearing Bearing
Bearing
Muddassar Awan
 
flyover and bridge problems and its solutions
flyover and bridge problems and its solutionsflyover and bridge problems and its solutions
flyover and bridge problems and its solutions
Practicing In Some Infra Company
 
Types of Bearings
Types of BearingsTypes of Bearings
Types of Bearings
stooty s
 
Bearings, their types and application
Bearings, their types and applicationBearings, their types and application
Bearings, their types and application
Danial Sohail
 
Bearing Description about basic, types, failure causes
Bearing Description about basic, types, failure causesBearing Description about basic, types, failure causes
Bearing Description about basic, types, failure causes
Pankaj
 
Bridge
Bridge Bridge
Bridge
illpa
 
Bridge engineering
Bridge engineeringBridge engineering
Bridge engineering
Halcrow
 

Viewers also liked (7)

Bearing
Bearing Bearing
Bearing
 
flyover and bridge problems and its solutions
flyover and bridge problems and its solutionsflyover and bridge problems and its solutions
flyover and bridge problems and its solutions
 
Types of Bearings
Types of BearingsTypes of Bearings
Types of Bearings
 
Bearings, their types and application
Bearings, their types and applicationBearings, their types and application
Bearings, their types and application
 
Bearing Description about basic, types, failure causes
Bearing Description about basic, types, failure causesBearing Description about basic, types, failure causes
Bearing Description about basic, types, failure causes
 
Bridge
Bridge Bridge
Bridge
 
Bridge engineering
Bridge engineeringBridge engineering
Bridge engineering
 

Similar to CCL Bridge Bearings Brochure

Masonry Components
Masonry ComponentsMasonry Components
Masonry Components
SIG Construction Accessories
 
CCL Pre-Tensioned Concrete Brochure
CCL Pre-Tensioned Concrete BrochureCCL Pre-Tensioned Concrete Brochure
CCL Pre-Tensioned Concrete Brochure
CCL Concrete
 
CCL Post Tensioned Concrete Slab Brochure
CCL Post Tensioned Concrete Slab BrochureCCL Post Tensioned Concrete Slab Brochure
CCL Post Tensioned Concrete Slab Brochure
CCL Concrete
 
ALCO Locomotive Spare Parts Manufacturers & Suppliers
ALCO Locomotive Spare Parts Manufacturers & SuppliersALCO Locomotive Spare Parts Manufacturers & Suppliers
ALCO Locomotive Spare Parts Manufacturers & Suppliers
Bhavin Rana
 
BW Steel Framing Systems 2014
BW Steel Framing Systems 2014BW Steel Framing Systems 2014
BW Steel Framing Systems 2014
bwindustries
 
Genwest Company profile
Genwest Company profileGenwest Company profile
Genwest Company profile
Genwest Steel
 
10821 en-optimizing-your-equipment-and-plant-asset-efficiency
10821 en-optimizing-your-equipment-and-plant-asset-efficiency10821 en-optimizing-your-equipment-and-plant-asset-efficiency
10821 en-optimizing-your-equipment-and-plant-asset-efficiency
vinh chu
 
Delta Steel Structures PEB Products and Accessories
Delta Steel Structures PEB Products and AccessoriesDelta Steel Structures PEB Products and Accessories
Delta Steel Structures PEB Products and Accessories
Delta Steel Structures Pvt Ltd
 
Overview Brochure
Overview BrochureOverview Brochure
Overview Brochure
Triwahyu Rubianto
 
Star engineering-works
Star engineering-worksStar engineering-works
Star engineering-works
Star Engineering Works
 
CBMSQUARE PVT LIMITED shd2idh2ih2hsk1js1j
CBMSQUARE PVT LIMITED shd2idh2ih2hsk1js1jCBMSQUARE PVT LIMITED shd2idh2ih2hsk1js1j
CBMSQUARE PVT LIMITED shd2idh2ih2hsk1js1j
connect64
 
All Products
All ProductsAll Products
All Products
dibz10
 
Timken Revolvo Split Roller Bearings
Timken Revolvo Split Roller BearingsTimken Revolvo Split Roller Bearings
Timken Revolvo Split Roller Bearings
ERIKS UK
 
CCL Post tensioned Concrete Brochure
CCL Post tensioned Concrete BrochureCCL Post tensioned Concrete Brochure
CCL Post tensioned Concrete Brochure
CCL Concrete
 
Rig design
Rig designRig design
Rig design
riverogonzalo
 
Shew pujan-thakur-son-s
Shew pujan-thakur-son-sShew pujan-thakur-son-s
Shew pujan-thakur-son-s
Shew Pujan Thakur & Son's
 
Wcb slewing ring gear swing circle
Wcb slewing ring gear swing circleWcb slewing ring gear swing circle
Wcb slewing ring gear swing circle
Wen Chen
 
La aluminum casting co
La aluminum casting coLa aluminum casting co
La aluminum casting co
MaggieBrown50
 
Company Profile - NEW
Company Profile - NEWCompany Profile - NEW
Company Profile - NEW
Dinesh Agarwal
 
Company Profile
Company ProfileCompany Profile
Company Profile
Dinesh Agarwal
 

Similar to CCL Bridge Bearings Brochure (20)

Masonry Components
Masonry ComponentsMasonry Components
Masonry Components
 
CCL Pre-Tensioned Concrete Brochure
CCL Pre-Tensioned Concrete BrochureCCL Pre-Tensioned Concrete Brochure
CCL Pre-Tensioned Concrete Brochure
 
CCL Post Tensioned Concrete Slab Brochure
CCL Post Tensioned Concrete Slab BrochureCCL Post Tensioned Concrete Slab Brochure
CCL Post Tensioned Concrete Slab Brochure
 
ALCO Locomotive Spare Parts Manufacturers & Suppliers
ALCO Locomotive Spare Parts Manufacturers & SuppliersALCO Locomotive Spare Parts Manufacturers & Suppliers
ALCO Locomotive Spare Parts Manufacturers & Suppliers
 
BW Steel Framing Systems 2014
BW Steel Framing Systems 2014BW Steel Framing Systems 2014
BW Steel Framing Systems 2014
 
Genwest Company profile
Genwest Company profileGenwest Company profile
Genwest Company profile
 
10821 en-optimizing-your-equipment-and-plant-asset-efficiency
10821 en-optimizing-your-equipment-and-plant-asset-efficiency10821 en-optimizing-your-equipment-and-plant-asset-efficiency
10821 en-optimizing-your-equipment-and-plant-asset-efficiency
 
Delta Steel Structures PEB Products and Accessories
Delta Steel Structures PEB Products and AccessoriesDelta Steel Structures PEB Products and Accessories
Delta Steel Structures PEB Products and Accessories
 
Overview Brochure
Overview BrochureOverview Brochure
Overview Brochure
 
Star engineering-works
Star engineering-worksStar engineering-works
Star engineering-works
 
CBMSQUARE PVT LIMITED shd2idh2ih2hsk1js1j
CBMSQUARE PVT LIMITED shd2idh2ih2hsk1js1jCBMSQUARE PVT LIMITED shd2idh2ih2hsk1js1j
CBMSQUARE PVT LIMITED shd2idh2ih2hsk1js1j
 
All Products
All ProductsAll Products
All Products
 
Timken Revolvo Split Roller Bearings
Timken Revolvo Split Roller BearingsTimken Revolvo Split Roller Bearings
Timken Revolvo Split Roller Bearings
 
CCL Post tensioned Concrete Brochure
CCL Post tensioned Concrete BrochureCCL Post tensioned Concrete Brochure
CCL Post tensioned Concrete Brochure
 
Rig design
Rig designRig design
Rig design
 
Shew pujan-thakur-son-s
Shew pujan-thakur-son-sShew pujan-thakur-son-s
Shew pujan-thakur-son-s
 
Wcb slewing ring gear swing circle
Wcb slewing ring gear swing circleWcb slewing ring gear swing circle
Wcb slewing ring gear swing circle
 
La aluminum casting co
La aluminum casting coLa aluminum casting co
La aluminum casting co
 
Company Profile - NEW
Company Profile - NEWCompany Profile - NEW
Company Profile - NEW
 
Company Profile
Company ProfileCompany Profile
Company Profile
 

More from CCL Concrete

ETAG Approval for CCL Post Tensioned Concrete
ETAG Approval for CCL Post Tensioned ConcreteETAG Approval for CCL Post Tensioned Concrete
ETAG Approval for CCL Post Tensioned Concrete
CCL Concrete
 
Morocco Mall Post Tensioned Concrete Case Study
Morocco Mall Post Tensioned Concrete Case StudyMorocco Mall Post Tensioned Concrete Case Study
Morocco Mall Post Tensioned Concrete Case Study
CCL Concrete
 
Post formed holes-in_post-tensioned_slabs
Post formed holes-in_post-tensioned_slabsPost formed holes-in_post-tensioned_slabs
Post formed holes-in_post-tensioned_slabs
CCL Concrete
 
Environmental policy
Environmental policyEnvironmental policy
Environmental policy
CCL Concrete
 
Worcester library Post Tensioned Concrete Case Study
Worcester library Post Tensioned Concrete Case StudyWorcester library Post Tensioned Concrete Case Study
Worcester library Post Tensioned Concrete Case Study
CCL Concrete
 
Ccl quality environmental management system issue 05 dated 011113 for web
Ccl quality  environmental management system issue 05 dated 011113   for webCcl quality  environmental management system issue 05 dated 011113   for web
Ccl quality environmental management system issue 05 dated 011113 for web
CCL Concrete
 
Fib prague 2011_paper
Fib prague 2011_paperFib prague 2011_paper
Fib prague 2011_paper
CCL Concrete
 

More from CCL Concrete (7)

ETAG Approval for CCL Post Tensioned Concrete
ETAG Approval for CCL Post Tensioned ConcreteETAG Approval for CCL Post Tensioned Concrete
ETAG Approval for CCL Post Tensioned Concrete
 
Morocco Mall Post Tensioned Concrete Case Study
Morocco Mall Post Tensioned Concrete Case StudyMorocco Mall Post Tensioned Concrete Case Study
Morocco Mall Post Tensioned Concrete Case Study
 
Post formed holes-in_post-tensioned_slabs
Post formed holes-in_post-tensioned_slabsPost formed holes-in_post-tensioned_slabs
Post formed holes-in_post-tensioned_slabs
 
Environmental policy
Environmental policyEnvironmental policy
Environmental policy
 
Worcester library Post Tensioned Concrete Case Study
Worcester library Post Tensioned Concrete Case StudyWorcester library Post Tensioned Concrete Case Study
Worcester library Post Tensioned Concrete Case Study
 
Ccl quality environmental management system issue 05 dated 011113 for web
Ccl quality  environmental management system issue 05 dated 011113   for webCcl quality  environmental management system issue 05 dated 011113   for web
Ccl quality environmental management system issue 05 dated 011113 for web
 
Fib prague 2011_paper
Fib prague 2011_paperFib prague 2011_paper
Fib prague 2011_paper
 

Recently uploaded

Find Your Dream Home at Urban Sereno: Premium 2-3 BHK Apartments in Bhubaneswar
Find Your Dream Home at Urban Sereno: Premium 2-3 BHK Apartments in BhubaneswarFind Your Dream Home at Urban Sereno: Premium 2-3 BHK Apartments in Bhubaneswar
Find Your Dream Home at Urban Sereno: Premium 2-3 BHK Apartments in Bhubaneswar
graphicparadice786
 
Oakhaus Vancouver Floor Plans June 2024.pdf
Oakhaus Vancouver Floor Plans June 2024.pdfOakhaus Vancouver Floor Plans June 2024.pdf
Oakhaus Vancouver Floor Plans June 2024.pdf
VickyAulakh1
 
Ironwood Terrace Floor Plans June 2024.pdf
Ironwood Terrace Floor Plans June 2024.pdfIronwood Terrace Floor Plans June 2024.pdf
Ironwood Terrace Floor Plans June 2024.pdf
VickyAulakh1
 
Why This Festive Season Is the Best Time to Buy Property in Indore.
Why This Festive Season Is the Best Time to Buy Property in Indore.Why This Festive Season Is the Best Time to Buy Property in Indore.
Why This Festive Season Is the Best Time to Buy Property in Indore.
Sunil Agrawal and Associates
 
Discover Luxurious Living at Motia Blue Ridge, Zirakpur
Discover Luxurious Living at Motia Blue Ridge, ZirakpurDiscover Luxurious Living at Motia Blue Ridge, Zirakpur
Discover Luxurious Living at Motia Blue Ridge, Zirakpur
The Home Easy
 
#1 Call Girls in Mumbai || 9910780858 || Quick Booking at Affordable Price
#1 Call Girls in Mumbai || 9910780858 || Quick Booking at Affordable Price#1 Call Girls in Mumbai || 9910780858 || Quick Booking at Affordable Price
#1 Call Girls in Mumbai || 9910780858 || Quick Booking at Affordable Price
MEQ - Mainstreet Equity Corp.
 
Real Estate Investment Strategies for Beginners in Indore.
Real Estate Investment Strategies for Beginners in Indore.Real Estate Investment Strategies for Beginners in Indore.
Real Estate Investment Strategies for Beginners in Indore.
Sunil Agrawal and Associates
 
Real Estate Investment Checklist What to Consider Before Investing in Indore.
Real Estate Investment Checklist What to Consider Before Investing in Indore.Real Estate Investment Checklist What to Consider Before Investing in Indore.
Real Estate Investment Checklist What to Consider Before Investing in Indore.
Sunil Agrawal and Associates
 
Serviced Apartment Ho Chi Minh in Vietnam
Serviced Apartment Ho Chi Minh in VietnamServiced Apartment Ho Chi Minh in Vietnam
Serviced Apartment Ho Chi Minh in Vietnam
GVRenting
 
一比一原版美国乔治城大学毕业证如何办理
一比一原版美国乔治城大学毕业证如何办理一比一原版美国乔治城大学毕业证如何办理
一比一原版美国乔治城大学毕业证如何办理
pobegz
 
一比一原版利物浦大学毕业证(UOL毕业证书)学历如何办理
一比一原版利物浦大学毕业证(UOL毕业证书)学历如何办理一比一原版利物浦大学毕业证(UOL毕业证书)学历如何办理
一比一原版利物浦大学毕业证(UOL毕业证书)学历如何办理
peuvuz
 
Orchard Meadows Where Luxury Meets Convenience
Orchard Meadows  Where Luxury Meets ConvenienceOrchard Meadows  Where Luxury Meets Convenience
Orchard Meadows Where Luxury Meets Convenience
Sunil Agrawal and Associates
 
SVN Live 6.24.24 Weekly Property Broadcast
SVN Live 6.24.24 Weekly Property BroadcastSVN Live 6.24.24 Weekly Property Broadcast
SVN Live 6.24.24 Weekly Property Broadcast
SVN International Corp.
 
Hyderabad Call Girls Full Enjoy 👉 7023059433 👈 Quick Booking at Affordable Price
Hyderabad Call Girls Full Enjoy 👉 7023059433 👈 Quick Booking at Affordable PriceHyderabad Call Girls Full Enjoy 👉 7023059433 👈 Quick Booking at Affordable Price
Hyderabad Call Girls Full Enjoy 👉 7023059433 👈 Quick Booking at Affordable Price
rano khanrk#N06
 
一比一原版(Bond毕业证)邦德大学毕业证如何办理
一比一原版(Bond毕业证)邦德大学毕业证如何办理一比一原版(Bond毕业证)邦德大学毕业证如何办理
一比一原版(Bond毕业证)邦德大学毕业证如何办理
ubfahg
 
Office Space For Rent In Noida Sector 62
Office Space For Rent In Noida Sector 62Office Space For Rent In Noida Sector 62
Office Space For Rent In Noida Sector 62
pawankum9909
 
Call Girls In Jalgaon 👯‍♀️ 7339748667 🔥 Safe Housewife Call Girl Service Hote...
Call Girls In Jalgaon 👯‍♀️ 7339748667 🔥 Safe Housewife Call Girl Service Hote...Call Girls In Jalgaon 👯‍♀️ 7339748667 🔥 Safe Housewife Call Girl Service Hote...
Call Girls In Jalgaon 👯‍♀️ 7339748667 🔥 Safe Housewife Call Girl Service Hote...
fufa9823#S0007
 
Beautiful Call Girls Surat ✔ 9352988975 ✔ Hi I Am Divya Vip Call Girl Service...
Beautiful Call Girls Surat ✔ 9352988975 ✔ Hi I Am Divya Vip Call Girl Service...Beautiful Call Girls Surat ✔ 9352988975 ✔ Hi I Am Divya Vip Call Girl Service...
Beautiful Call Girls Surat ✔ 9352988975 ✔ Hi I Am Divya Vip Call Girl Service...
hina ojha$A17
 
一比一原版谢菲尔德大学毕业证(TUOS毕业证书)学历如何办理
一比一原版谢菲尔德大学毕业证(TUOS毕业证书)学历如何办理一比一原版谢菲尔德大学毕业证(TUOS毕业证书)学历如何办理
一比一原版谢菲尔德大学毕业证(TUOS毕业证书)学历如何办理
peuvuz
 
Cash vs. Financing The Right Way to Buy a House in Indore.
Cash vs. Financing The Right Way to Buy a House in Indore.Cash vs. Financing The Right Way to Buy a House in Indore.
Cash vs. Financing The Right Way to Buy a House in Indore.
Sunil Agrawal and Associates
 

Recently uploaded (20)

Find Your Dream Home at Urban Sereno: Premium 2-3 BHK Apartments in Bhubaneswar
Find Your Dream Home at Urban Sereno: Premium 2-3 BHK Apartments in BhubaneswarFind Your Dream Home at Urban Sereno: Premium 2-3 BHK Apartments in Bhubaneswar
Find Your Dream Home at Urban Sereno: Premium 2-3 BHK Apartments in Bhubaneswar
 
Oakhaus Vancouver Floor Plans June 2024.pdf
Oakhaus Vancouver Floor Plans June 2024.pdfOakhaus Vancouver Floor Plans June 2024.pdf
Oakhaus Vancouver Floor Plans June 2024.pdf
 
Ironwood Terrace Floor Plans June 2024.pdf
Ironwood Terrace Floor Plans June 2024.pdfIronwood Terrace Floor Plans June 2024.pdf
Ironwood Terrace Floor Plans June 2024.pdf
 
Why This Festive Season Is the Best Time to Buy Property in Indore.
Why This Festive Season Is the Best Time to Buy Property in Indore.Why This Festive Season Is the Best Time to Buy Property in Indore.
Why This Festive Season Is the Best Time to Buy Property in Indore.
 
Discover Luxurious Living at Motia Blue Ridge, Zirakpur
Discover Luxurious Living at Motia Blue Ridge, ZirakpurDiscover Luxurious Living at Motia Blue Ridge, Zirakpur
Discover Luxurious Living at Motia Blue Ridge, Zirakpur
 
#1 Call Girls in Mumbai || 9910780858 || Quick Booking at Affordable Price
#1 Call Girls in Mumbai || 9910780858 || Quick Booking at Affordable Price#1 Call Girls in Mumbai || 9910780858 || Quick Booking at Affordable Price
#1 Call Girls in Mumbai || 9910780858 || Quick Booking at Affordable Price
 
Real Estate Investment Strategies for Beginners in Indore.
Real Estate Investment Strategies for Beginners in Indore.Real Estate Investment Strategies for Beginners in Indore.
Real Estate Investment Strategies for Beginners in Indore.
 
Real Estate Investment Checklist What to Consider Before Investing in Indore.
Real Estate Investment Checklist What to Consider Before Investing in Indore.Real Estate Investment Checklist What to Consider Before Investing in Indore.
Real Estate Investment Checklist What to Consider Before Investing in Indore.
 
Serviced Apartment Ho Chi Minh in Vietnam
Serviced Apartment Ho Chi Minh in VietnamServiced Apartment Ho Chi Minh in Vietnam
Serviced Apartment Ho Chi Minh in Vietnam
 
一比一原版美国乔治城大学毕业证如何办理
一比一原版美国乔治城大学毕业证如何办理一比一原版美国乔治城大学毕业证如何办理
一比一原版美国乔治城大学毕业证如何办理
 
一比一原版利物浦大学毕业证(UOL毕业证书)学历如何办理
一比一原版利物浦大学毕业证(UOL毕业证书)学历如何办理一比一原版利物浦大学毕业证(UOL毕业证书)学历如何办理
一比一原版利物浦大学毕业证(UOL毕业证书)学历如何办理
 
Orchard Meadows Where Luxury Meets Convenience
Orchard Meadows  Where Luxury Meets ConvenienceOrchard Meadows  Where Luxury Meets Convenience
Orchard Meadows Where Luxury Meets Convenience
 
SVN Live 6.24.24 Weekly Property Broadcast
SVN Live 6.24.24 Weekly Property BroadcastSVN Live 6.24.24 Weekly Property Broadcast
SVN Live 6.24.24 Weekly Property Broadcast
 
Hyderabad Call Girls Full Enjoy 👉 7023059433 👈 Quick Booking at Affordable Price
Hyderabad Call Girls Full Enjoy 👉 7023059433 👈 Quick Booking at Affordable PriceHyderabad Call Girls Full Enjoy 👉 7023059433 👈 Quick Booking at Affordable Price
Hyderabad Call Girls Full Enjoy 👉 7023059433 👈 Quick Booking at Affordable Price
 
一比一原版(Bond毕业证)邦德大学毕业证如何办理
一比一原版(Bond毕业证)邦德大学毕业证如何办理一比一原版(Bond毕业证)邦德大学毕业证如何办理
一比一原版(Bond毕业证)邦德大学毕业证如何办理
 
Office Space For Rent In Noida Sector 62
Office Space For Rent In Noida Sector 62Office Space For Rent In Noida Sector 62
Office Space For Rent In Noida Sector 62
 
Call Girls In Jalgaon 👯‍♀️ 7339748667 🔥 Safe Housewife Call Girl Service Hote...
Call Girls In Jalgaon 👯‍♀️ 7339748667 🔥 Safe Housewife Call Girl Service Hote...Call Girls In Jalgaon 👯‍♀️ 7339748667 🔥 Safe Housewife Call Girl Service Hote...
Call Girls In Jalgaon 👯‍♀️ 7339748667 🔥 Safe Housewife Call Girl Service Hote...
 
Beautiful Call Girls Surat ✔ 9352988975 ✔ Hi I Am Divya Vip Call Girl Service...
Beautiful Call Girls Surat ✔ 9352988975 ✔ Hi I Am Divya Vip Call Girl Service...Beautiful Call Girls Surat ✔ 9352988975 ✔ Hi I Am Divya Vip Call Girl Service...
Beautiful Call Girls Surat ✔ 9352988975 ✔ Hi I Am Divya Vip Call Girl Service...
 
一比一原版谢菲尔德大学毕业证(TUOS毕业证书)学历如何办理
一比一原版谢菲尔德大学毕业证(TUOS毕业证书)学历如何办理一比一原版谢菲尔德大学毕业证(TUOS毕业证书)学历如何办理
一比一原版谢菲尔德大学毕业证(TUOS毕业证书)学历如何办理
 
Cash vs. Financing The Right Way to Buy a House in Indore.
Cash vs. Financing The Right Way to Buy a House in Indore.Cash vs. Financing The Right Way to Buy a House in Indore.
Cash vs. Financing The Right Way to Buy a House in Indore.
 

CCL Bridge Bearings Brochure

  • 1. BRIDGE BEARINGS MECHANICAL & COMPOSITE BEARINGS Imagineering the possibilities
  • 2. expanding horizons... CCL is committed to high quality, innovative engineering solutions and outstanding service. CCL has been at the forefront of design and construction for more than 70 years. Our systems are extensively used in high-calibre structures, bridges, oil platforms, sports stadia, nuclear power stations, office and residential buildings across the world. CCL Design The CCL design team has worked on thousands of prestigious structures around the world. With vast experience and a proven ability to create innovative solutions, we specialise in the bespoke design of bridge bearings that allow the creation of cutting-edge, pioneering structures. CCL Quality Delivering quality at every stage, all CCL bridge bearings are designed individually to exacting standards using high specification materials from approved sources. We use only the latest design software and FEA analysis and employ bespoke programs to optimise the design for efficiency and cost. We operate a quality management system that complies with EN ISO 9001. CCL Commitment Committed to providing a first class service across the globe, CCL has a reputation for hands-on approachability, going further to deliver a responsive, flexible, cost-effective service and high quality solutions worldwide. “ CCL offer a unique, high quality, end-toend service, from initial design through to manufacture and installation.” 2
  • 3. Bridge bearings support structures at a constant elevation, carrying forces from the superstructure into the substructure and allowing necessary superstructure motions to take place. The same principles apply to all types of structure where forces are exerted. CCL advanced solutions help create innovative bearings that anticipate and counteract these forces. Irreversible rotations and translations are due to the effects of concrete shrinkage, settlement, construction, dead and superimposed dead loads or any similar effects and will occur only once. Reversible rotations and translations are due to the effects of temperature, wind and live loads and will occur repeatedly. DOWNWARD FORCE Acts vertically through the centre of the bearing. TRANSVERSE FORCE LONGITUDINAL FORCE Forces, rotations and translations act perpendicular to the bridge main centre line. Forces, rotations and translations act along the bridge main centre line. UPLIFTING FORCES Acts vertically upwards due to vibration, design of bridge or the weight of the superstructure that does not provide significant compressive load. 3
  • 4. bearing types... CCL design bespoke bearings to exacting standards. Most structures require a mixture of bearing types and we advise our clients to contact us at an early stage to ensure we design bearings that perfectly match the structure requirements. Our bearings are made to order to conform to all relevant local and international regulations and standards. Any of the mechanical bearings can be converted to uplift type. In partnership with the client, CCL can design a unique bearing that meets all specifications. PF FIXED POT BEARING Resists vertical load and provides restraint in all horizontal directions. The projecting piston of the top plate is fully retained by the metal pot of the bottom plate to provide full restraint in the horizontal plane. The deformation of the elastomeric disc allows multi-directional rotation to take place. PS FREE SLIDING POT BEARING Resists vertical load and allows horizontal movements and rotations. Within the base plate a rocker is fully retained in the pot. This rocker has a lubricated, dimpled PTFE disc which slides against the stainless steel plate. The stainless steel plate is fitted to the machined top plate allowing free horizontal movements between the two sections of the bearing. PG GUIDED SLIDING POT BEARING Resists vertical load and provides perpendicular restraint. In the base plate a rocker is retained in the pot with a lubricated, dimpled PTFE disc to slide against the stainless steel plate. The stainless steel plate is fitted to the machined top plate between two guide rails, which resist the horizontal load in one direction. Horizontal movement occurs along the length of the guide rails. The deformation of the elastomeric disc under the rocker plate allows multi-directional rotation to take place. 4
  • 5. FP FIXED PIN BEARING Caters for vertical load but resists horizontal loads in any directions. Elastrometric bearings would generally be positioned next to the Fixed Pin Bearing to take up the vertical load. UG UNIGUIDE BEARING Does not cater for vertical load but provides undirectional movement and resistant to the horizontal load in the perpendicular direction. Elastrometric bearings would generally be positioned next to the Uniguide Bearing to take up the vertical load. LR ELASTOMERIC BEARING Resists vertical load and provides horizontal movements and rotations. Caters for vertical load where movement is controlled by shear deflection and rotation is by angular deformation. Steel reinforced plates are vulcanised in alternating rubber layers which are then enclosed by a rubber outer layer, increasing the bearing resistance to ageing caused by external influences, in particular ozone. PR/SR PLAIN PAD BEARING AND STRIP Resists low vertical load and allows small movements. Non-reinforced Elastrometric Pads and Strips are used where low loads and small movements and rotations are expected. They are the simplest type of bearing, readily available and easy to install. BESPOKE SPECIAL BEARINGS In addition to the standard range of mechanical bearings, CCL design and manufacture bearings to suit customer requirements; often recommending types of materials or corrosion protection for highly corrosive areas such as marine locations, or heavily polluted industrial environments. 5
  • 6. CCL design... Continual investment in design and integrated manufacture means bespoke has become standard From ideas to installation… Continual investment in design and integrated manufacture means bespoke has become standard at CCL. CCL design team members are all experienced design engineers, highly knowledgeable in practical engineering and industry practice. Our engineers can adapt their design skills for special projects and specific national codes. Years of extensive experience mean we understand that bearings design and supply is critical if a project is to be delivered on time and to specification. The CCL team draws upon skills from across the Group delivering bespoke solutions that stand the test of time. Our Design Philosophy Each project is unique and we continue to invest in the latest technology, training and materials to make this a reality. Our design team are from both structural and mechanical engineering backgrounds, allowing us to combine the structural design needs of the client with a bearing that can be optimised in terms of manufacture and cost. We encourage all our clients to involve CCL at an early stage so we can give guidance on selection of bearings and their interaction with the rest of the structure. Our Design Process CCL will commence initial designs based on the information received from clients or alternatively from site visits on remedial projects if requested. The extent of our design depends on the information provided, CCL can give general guidance to consultants at initial stages based on a small amount of data or be fully involved in the process at structural design stage. CCL has worked on many complex projects offering early advice that has assisted in minimising costs and reducing the projects’ critical path. “ Each and every CCL bearing we design is unique – not picked from a predetermined table. Anything lessthan bespoke design is a compromise.” 6 The bearings listed in this publication are merely a guide. We have always insisted on optimising design for each project. Our extensive investments in finite element, 3D Modelling, CAD/CAM and parametrics mean CCL can create full bearing drawings in a very short timescale. The Manufacturing Process CCL is a fully approved ISO facility and we adhere to strict quality procedures. Once bearings are approved they are transferred to our business system and the drawing issue hard coded to ensure bearings are produced to the client’s approved specification. All components are fully inspected on receipt at CCL and are fully traceable to source, parts are then machined or assembled to a unique order number for the specified project. On completion every bearing is fully inspected and tagged before release to our despatch area. Testing and Installation Depending on the client’s wishes and budgets, bearings can either be witness tested at our test facilities or accredited laboratories. CCL staff will be available to produce test reports and comment on the testing procedure. CCL through its own site services company can install bearings or carry out certain remedial works as requested. At CCL we understand site conditions and are available to supervise installation by the client or review any remedial actions due to installation issues.
  • 7. Table 9. Typical bridge bearing schedule to BS5400 9.1: 1983 Bridge Name or Reference Bearing identification mark Number off Upper Surface Seating material Lower Surface Serviceabilty Upper face Ultimate Allowable average contact pressure (N/mm2) Serviceabilty Lower face Ultimate max permanent Vertical Serviceability limit state min Transverse Design load effects (kN) Longitudinal Vertical Ultimate limit state Transverse Longitudinal Transverse Irreversible Longitudinal Serviceability limit state Transverse Reversible Longitudinal Translation (mm) Transverse Irreversible Ultimate limit state Longitudinal Transverse Reversible Longitudinal Transverse Irreversible Longitudinal Serviceability limit state Transverse Rotation (radians) Reversible Longitudinal Maximum Rate (radians/100 kN) Transverse Longitudinal Transverse Upper surface Longitudinal Maximum bearing dimensions (mm) Transverse Lower surface Longitudinal Overall height Vertical Tolerable movement of bearing under transient loads (mm) Transverse Longitudinal Allowable resistance to translation under serviceability limit state (kNm) Allowable resistance to rotation under serviceability limit state (kN) Transverse Longitudinal Transverse Longitudinal Upper face Type fixing required Lower face 7
  • 8. PF fixed pot bearings: Fixed bearings carry vertical load whilst providing restraint in all horizontal directions. There are three types of mechanical pot bearings, all of which are available in a range of capacities and sizes. Each type utilises a piston, rubber disc and pot base, with variations to suit. MIN PF 50 PF 100 PF 150 PF 200 PF 250 PF 300 PF 400 PF 500 PF PF PF PF 750 1000 1500 2000 SLS Permanent Vertical Load (kN) 330 670 1000 1330 1660 2000 2670 3330 5000 6660 10000 13330 SLS Total Vertical Load (kN) 500 1000 1500 2000 2500 3000 4000 810 7500 10000 15000 20000 SLS Horizontal Load (kN) 110 210 225 255 350 380 545 810 930 1300 1850 2100 ULS Vertical Load (kN) 650 1300 2000 2660 3330 4000 5330 6500 9750 13000 19500 26000 ULS Horizontal Load (kN) 140 270 300 330 470 500 710 1050 1200 1690 2400 2700 Overall Height a 54 71 84 89 103 115 131 140 166 202 247 282 Base Length and Width b 180 245 300 350 385 415 485 545 670 770 940 1085 Base Bolt Ctrs (Square) d 145 200 255 305 320 360 420 460 590 675 830 975 Top Plate Length and Width f 180 245 300 350 385 415 485 545 670 770 940 1085 Top Bolt Ctrs (Square) h 145 200 255 305 320 360 420 460 590 675 830 975 Bolt Size M12 M16 M16 M16 M20 M20 M24 M30 M30 M36 M42 M42 Assumptions: 1. Minimum load is at least 20% of total load 2. 30% of minimum load is used as frictional resistance to horizontal load 8 3. Total rotations are up to 0.02 rads 4. Lower and upper contact pressures approach 20N/mm2 at SLS 5. 25mm mortar under base.
  • 9. PS free sliding bearings: Free sliding bearings carry vertical load whilst allowing horizontal movement and rotation in all directions. MIN PS 50 PS 100 PS 150 PS 200 PS 250 PS 300 PS 400 PS 500 PS PS PS PS 750 1000 1500 2000 SLS Permanent Vertical Laod (kN) 330 670 1000 1330 1660 2000 2670 3330 5000 6660 10000 13330 SLS Total Vertical Load (kN) 500 1000 1500 2000 2500 3000 4000 5000 7500 1300 15000 20000 ULS Vertical Load (kN) 650 1300 2000 2600 3330 4000 5300 6500 9750 1300 19500 26000 Overall Height a 62 85 95 101 133 128 144 158 190 208 253 296 Base Length and Width b 180 245 300 350 385 415 485 550 665 775 940 1190 Base Bolt Ctrs (Square) d 145 200 255 305 330 360 430 470 600 650 840 995 Top Plate Length f 210 260 300 335 365 385 440 480 570 720 890 960 Top Plate Width g 290 370 425 475 530 560 630 700 825 960 1160 1300 Top Plate Bolt Ctrs longitudinally h 175 215 250 290 310 330 375 425 505 640 790 865 Top Plate Bolt Ctrs Transversely j 255 325 380 430 475 505 475 645 760 880 1060 1205 Bolt Size M12 M16 M16 M16 M20 M20 M20 M20 M24 M30 M36 M36 Assumptions: 1. Minimum load is at least 20% of total load 2. Total rotations are up to 0.02rads 3. Lower and upper contact pressures approach 20N/mm2 at SLS 4. 25mm mortar under base 5. Movements +/- 25mm SLS 9
  • 10. PG guided sliding pot bearings: Guided sliding bearings carry vertical load whilst allowing movement in one direction and providing restraint perpendicular to this movement. They also allow rotation in all directions. g/f h/j Top Plate Stainless Steel Slider PTFE Disc Guide Bar Rocker Plate Seal Elastomeric Disc d Pot Base b MIN PG 50 PG 100 PG 150 PG 200 PG 250 PG 300 PG 400 PG 500 PG PG PG PG 750 1000 1500 2000 SLS Permanent Vertical Load (kN) 330 660 1000 1330 1660 2000 2670 3330 5000 6660 10000 13330 SLS Total Vertical Load (kN) 500 1000 1500 2000 2500 3000 4000 5000 7500 10000 15000 20000 SLS Horizontal Load (kN) 100 200 220 540 350 380 510 610 890 1350 1700 2100 ULS Vertical Load (kN) 650 1300 2000 2660 3330 4000 5330 6500 9750 13000 19500 26000 ULS Horizontal Load (kN) 130 250 280 310 440 475 670 790 1120 1580 2200 2550 Overall Height a 100 114 122 134 149 159 175 89 227 270 306 360 Base Length and Width b 180 245 300 350 385 415 485 545 670 770 940 1085 Base Bolt Ctrs (Square) d 145 200 255 305 330 360 420 460 590 675 830 975 Top Plate Length f 225 275 315 350 380 410 460 500 600 720 900 1000 Top Plate Width g 315 380 415 470 515 545 615 690 810 935 1140 1280 Top Plate Ctrs Longitudinally h 190 230 270 305 325 355 395 420 520 625 790 890 Top Plate Ctrs Transversely j 280 335 370 425 460 490 550 610 730 840 1030 1170 Bolt Size M12 M16 M16 M16 M20 M20 M24 M30 M30 M36 M42 M42 Assumptions: 1. Minimum load is at least 20% of total load 2. Total rotations are up to 0.02 rads 10 3. Lower and upper contact pressures approach 20N/mm2 at SLS 4. 25mm mortar under base 5. Movements +/- 25mm SLS
  • 11. FP fixed pin bearings: Fixed Pin bearings will not transfer any vertical load. The vertical load would generally be taken by Laminated Elastomeric bearings positioned each side of the Fixed Pin bearing. In situations where space is restricted the bolting of the top plate can prove difficult. Uniguide and Fixed Pin bearings can be supplied with an optional tang plate to overcome this problem. This provides a permanent anchor for the bearing within the concrete. MIN FP 25 FP 50 FP 75 FP 100 FP 125 FP 150 FP 200 SLS Horizontal Load (kN) 250 500 750 1000 1250 1500 2000 ULS Horizontal Load (kN) 350 700 1050 1300 1565 1200 2800 90 120 140 140 150 160 170 Top Plate & Base Plate Width b 175 245 310 390 450 530 670 Top Plate & Base Plate Length c 285 425 530 610 650 730 890 Top & Base Plate Bolt Ctrs Transversely d 110 150 200 280 340 420 560 Top & Base Plate Bolt Ctrs Longitudinally e 220 330 420 480 540 620 770 Bolt Size M24 M36 M42 M42 M42 M42 M42 4 4 4 4 6 6 10 Overall Height a No. of Bolts (Top & Base) Assumptions: 1. 25mm mortar under base 11
  • 12. UG uniguide bearings: Uniguide bearings allow movement in one direction to allow expansion from the fixed end, but provide restraint in the perpendicular direction. Uniguide bearings will not transfer any vertical load. Laminated Elastomeric bearings would usually be positioned next to the Uniguide to take the vertical load. UG 200 UG 300 UG 400 UG 500 UG 750 UG 1000 UG 1500 UG 1500 SLS Horizontal Load (kN) 200 300 400 500 750 1000 1500 2000 ULS Horizontal Load (kN) 280 415 560 700 1030 1400 2100 2800 Overall Height a 110 120 140 158 185 220 239 249 Base Plate Length b 180 255 280 320 350 400 510 670 Base Plate Width c 255 270 330 360 470 560 560 560 Base Plate Bolt Ctrs Longitudinally d 80 90 100 120 130 140 400 560 Base Plate Bolt Ctrs Transversely e 200 205 250 280 375 450 450 450 Top Plate Length f 325 350 420 440 495 550 600 760 Top Plate Width g 255 270 330 360 470 560 750 750 Top Plate Bolt Ctrs Longitudinally h 270 285 340 360 400 440 490 650 Top Plate Bolt Ctrs Transversely j 200 205 250 280 375 450 640 640 Top Bolt Size M20 M24 M30 M30 M36 M42 M42* M42** Base Bolt Size M20 M24 M30 M30 M36 M42 M24* M42** 8 10 10 10 10 10 12 12 MIN Clearance m Assumptions: 1. Movements +/- 25mm SLS 2. 25mm mortar under base 12 *6 Bolts **8 Bolts
  • 13. LR elastrometric bearings: CCL Elastometric Bearings are usually designed and manufactured to British Standard BS 5400: Part 9 :1983 and if required, calculations can be prepared to take into account EN1337 Specification and the Department of Transport requirements listed under their Departmental Standard BD20/92. CCL standard bearings have chloroprene or natural rubber laminates in thicknesses of 5, 8 and 11 mm and steel plates in thicknesses of 2, 3 and 4mm. Other thicknesses of rubber laminations and steel plates can be produced if requested. In addition to this a Quick Production Test (QPT) is carried out on every bearing to ensure that the bearings have been correctly formed and will not delaminate. Steel Plates Rubber Laminations PR/SR plain pad and strip bearing: This bearing type is the cheapest and quickest to produce but allows small vertical, rotation and shear displacements by elastic deformation. They should not be used under heavy and constant shear forces to prolong the lifespan, as long as their maintenance is sustained throughout their service life. 13
  • 14. technical information... 2520-04-08-ENR3 A Overall lenght in cm B Overall breadth in cm C Number of rubber laminations D Thickness of individual rubber laminations in mm E Grade and type of rubber F Thickness of steel plate in mm (standard size 2, 3 and 4mm) Note: The number of plates = the number of laminates + 1 Top and bottom cover thickness = 2.5mm Side cover thickness = 4.5mm To calculate the total thickness of the bearing: T = Top and bottom cover thickness + total thickness of rubber laminations + total thickness of plates. 14 Example: - Bearing reference 2520-04-08ENR3 - Number of rubber laminations = 4 - Thickness of laminations = 8mm - Number of plates = 4+1 = 5 - Thickness of plate = 3mm T = (2.5 + 2.5) + (4x8) + (5 x 3) = 52
  • 15. Zero Shear No Rotation Bearing Reference Plan Dimension (mm) Height (mm) Weight (kg) Kc (kN/mm) Ks (kN/mm) 1010-01-05ENR2 1010-02-05ENR2 1010-03-05ENR2 1010-04-05ENR2 1510-01-05ENR2 1510-02-05ENR2 1510-03-05ENR2 1510-04-05ENR2 1510-05-05ENR2 2010-01-05ENR2 2010-02-05ENR2 2010-03-05ENR2 2010-04-05ENR2 2015-01-05ENR2 2015-02-05ENR2 2015-03-05ENR2 2015-04-05ENR2 2015-05-05ENR2 2015-06-05ENR2 2515-01-08ENR3 2515-02-08ENR3 2515-03-08ENR3 2515-04-08ENR3 2515-05-08ENR3 2520-01-08ENR3 2520-02-08ENR3 2520-03-08ENR3 2520-04-08ENR3 2520-05-08ENR3 3020-01-08ENR3 3020-02-08ENR3 3020-03-08ENR3 3020-04-08ENR3 3020-05-08ENR3 3025-01-08ENR3 3025-02-08ENR3 3025-03-08ENR3 3025-04-08ENR3 3025-05-08ENR3 3025-06-08ENR3 3025-07-08ENR3 4025-01-08ENR3 4025-02-08ENR3 4025-03-08ENR3 4025-04-08ENR3 4025-05-08ENR3 4025-06-08ENR3 4025-07-08ENR3 4030-01-08ENR3 4030-02-08ENR3 4030-03-08ENR3 4030-04-08ENR3 4030-05-08ENR3 4030-06-08ENR3 4030-07-08ENR3 4030-08-08ENR3 4535-01-11ENR4 4535-02-11ENR4 4535-03-11ENR4 4535-04-11ENR4 4535-05-11ENR4 4535-06-11ENR4 4535-07-11ENR4 5040-01-11ENR4 5040-02-11ENR4 5040-03-11ENR4 5040-04-11ENR4 5040-05-11ENR4 5040-06-11ENR4 5040-07-11ENR4 5040-08-11ENR4 6045-01-11ENR4 6045-02-11ENR4 6045-03-11ENR4 6045-04-11ENR4 6045-05-11ENR4 6045-06-11ENR4 6045-07-11ENR4 6045-08-11ENR4 6045-09-11ENR4 100 x 100 100 x 100 100 x 100 100 x 100 150 x 100 150 x 100 150 x 100 150 x 100 150 x 100 200 x 100 200 x 100 200 x 100 200 x 100 200 x 150 200 x 150 200 x 150 200 x 150 200 x 150 200 x 150 250 x 150 250 x 150 250 x 150 250 x 150 250 x 150 250 x 200 250 x 200 250 x 200 250 x 200 250 x 200 300 x 200 300 x 200 300 x 200 300 x 200 300 x 200 300 x 250 300 x 250 300 x 250 300 x 250 300 x 250 300 x 250 300 x 250 400 x 250 400 x 250 400 x 250 400 x 250 400 x 250 400 x 250 400 x 250 400 x 300 400 x 300 400 x 300 400 x 300 400 x 300 400 x 300 400 x 300 400 x 300 450 x 350 450 x 350 450 x 350 450 x 350 450 x 350 450 x 350 450 x 350 500 x 400 500 x 400 500 x 400 500 x 400 500 x 400 500 x 400 500 x 400 500 x 400 600 x 450 600 x 450 600 x 450 600 x 450 600 x 450 600 x 450 600 x 450 600 x 450 600 x 450 14 21 28 35 14 21 28 35 42 14 21 28 35 14 21 28 35 42 49 19 30 41 52 63 19 30 41 52 63 19 30 41 52 63 19 30 41 52 63 74 85 19 30 41 52 63 74 85 19 30 41 52 63 74 85 96 24 39 54 69 84 99 114 24 39 54 69 84 99 114 129 24 39 54 69 84 99 114 129 144 0.38 0.57 0.76 0.95 0.58 0.87 1.16 1.45 1.73 0.78 1.17 1.56 1.95 1.19 1.78 2.38 2.97 3.57 4.16 2.16 3.30 4.45 5.59 6.73 2.91 4.45 5.99 7.52 9.06 3.50 5.36 7.21 9.06 10.92 4.41 6.74 9.07 11.40 13.72 16.05 18.38 5.90 9.03 12.15 15.27 18.39 21.51 24.63 7.11 10.87 14.63 18.39 22.15 25.91 29.67 33.42 12.27 18.93 25.60 32.26 38.93 45.59 52.26 15.64 24.13 32.61 41.10 49.59 58.08 66.57 75.06 21.19 32.69 44.19 55.69 67.19 78.69 90.19 101.69 113.19 115 65 45 34 255 144 100 77 62 418 237 165 127 1032 592 415 320 260 219 503 263 178 135 108 939 494 335 254 204 1298 686 466 353 284 2045 1088 741 562 452 379 326 3339 1788 1221 927 747 626 538 4771 2574 1763 1340 1081 906 780 684 3691 1922 1299 981 789 659 566 5721 2998 2032 1536 1235 1033 887 778 9658 5107 3471 2629 2116 1770 1522 1334 1188 0.90 0.60 0.45 0.36 1.35 0.90 0.68 0.54 0.45 1.80 1.20 0.90 0.72 2.70 1.80 1.35 1.08 0.90 0.77 2.60 1.61 1.16 0.91 0.75 3.46 2.14 1.55 1.22 1.00 4.15 2.57 1.86 1.46 1.20 5.19 3.21 2.33 1.82 1.50 1.27 1.11 6.92 4.29 3.10 2.43 2.00 1.70 1.48 8.31 5.14 3.72 2.92 2.40 2.04 1.77 1.57 8.86 5.25 3.73 2.89 2.36 2.00 1.73 11.25 6.67 4.74 3.67 3.00 2.54 2.20 1.94 15.19 9.00 6.39 4.96 4.05 3.42 2.96 2.61 2.34 Max. Shear With Zero Rotation Zero Shear With Rotation Maximum Shear With Rotation Max.Shear Max.Shear SLS SLS SLS Rotational Max.Shear Max.Shear SLS Rotational Movement Movement Vertical Movement Movement Vertical Vertical Capacity Located UnLocated Vertical Capacity Located UnLocated Load (kN) (Rads) Load (kN) (Rads) Load (kN) Load (kN) (mm) (mm) (mm) (mm) 90 90 90 82 170 170 170 154 129 257 257 257 233 524 524 524 524 524 524 453 453 453 431 355 735 735 735 735 735 961 961 961 961 961 1386 1386 1386 1386 1386 1386 1369 2107 2107 2107 2107 2107 2107 2081 2847 2847 2847 2847 2847 2847 2847 2847 3155 3155 3155 3155 3155 3155 3155 4559 4559 4559 4559 4559 4559 4559 4559 7181 7181 7181 7181 7181 7181 7181 7181 7181 3.5 7.0 10.5 14.0 3.5 7.0 10.5 14.0 17.5 3.5 7.0 10.5 14.0 3.5 7.0 10.5 14.0 17.5 21.0 5.6 11.2 16.8 22.4 28.0 5.6 11.2 16.8 22.4 28.0 5.6 11.2 16.8 22.4 28.0 5.6 11.2 16.8 22.4 28.0 33.6 39.2 5.6 11.2 16.8 22.4 28.0 33.6 39.2 5.6 11.2 16.8 22.4 28.0 33.6 39.2 44.8 7.7 15.4 23.1 30.8 38.5 46.2 53.9 7.7 15.4 23.1 30.8 38.5 46.2 53.9 61.6 7.7 15.4 23.1 30.8 38.5 46.2 53.9 61.6 69.3 7.0 10.5 14.0 17.5 7.0 10.5 14.0 17.5 21.0 7.0 10.5 14.0 17.5 7.0 10.5 14.0 17.5 21.0 24.5 9.1 14.7 20.3 25.9 31.5 9.1 14.7 20.3 25.9 31.5 9.1 14.7 20.3 25.9 31.5 9.1 14.7 20.3 25.9 31.5 37.1 42.7 9.1 14.7 20.3 25.9 31.5 37.1 42.7 9.1 14.7 20.3 25.9 31.5 37.1 42.7 48.3 11.2 18.9 26.6 34.3 42.0 49.7 57.4 11.2 18.9 26.6 34.3 42.0 49.7 57.4 65.1 11.2 18.9 26.6 34.3 42.0 49.7 57.4 65.1 72.8 68 65 63 60 129 124 118 113 99 195 187 179 171 411 400 389 378 368 357 349 335 320 305 275 578 560 542 524 506 755 732 708 685 662 1100 1074 1047 1021 994 967 941 1673 1632 1592 1551 1511 1471 1430 2275 2230 2185 2140 2094 2049 2004 1959 2517 2458 2399 2340 2282 2223 2164 3653 3579 3505 3430 3356 3282 3208 3134 5773 5670 5566 5463 5359 5256 5152 5049 4946 39 42 43 43 81 86 88 89 89 128 136 139 140 229 247 253 257 259 260 239 244 246 247 247 358 368 371 373 374 482 495 500 502 503 646 667 674 678 680 681 682 1020 1055 1067 1074 1077 1080 1082 1284 1337 1355 1365 1370 1374 1377 1379 1515 1546 1557 1562 1566 1568 156 2114 2166 2184 2193 2199 2202 2205 2207 3240 3337 3371 3388 3399 3405 3410 3414 3417 0.0113 0.0215 0.0316 0.0417 0.0105 0.0198 0.0290 0.0383 0.0475 0.0101 0.0189 0.0277 0.0365 0.0047 0.0089 0.0130 0.0171 0.0212 0.0253 0.0101 0.0198 0.0294 0.0390 0.0486 0.0060 0.0117 0.0174 0.0231 0.0287 0.0058 0.0113 0.0168 0.0223 0.0278 0.0039 0.0076 0.0113 0.0150 0.0187 0.0224 0.0261 0.0038 0.0073 0.0109 0.0144 0.0179 0.0215 0.0250 0.0028 0.0053 0.0079 0.0105 0.0131 0.0156 0.0182 0.0208 0.0036 0.0071 0.0105 0.0140 0.0175 0.0209 0.0244 0.0028 0.0055 0.0082 0.0109 0.0137 0.0164 0.0191 0.0218 0.0023 0.0044 0.0066 0.0088 0.0109 0.0131 0.0152 0.0174 0.0196 3.5 7.0 10.5 14.0 3.5 7.0 10.5 14.0 17.5 3.5 7.0 10.5 14.0 3.5 7.0 10.5 14.0 17.5 21.0 5.6 11.2 16.8 22.4 28.0 5.6 11.2 16.8 22.4 28.0 5.6 11.2 16.8 22.4 28.0 5.6 11.2 16.8 22.4 28.0 33.6 39.2 5.6 11.2 16.8 22.4 28.0 33.6 39.2 5.6 11.2 16.8 22.4 28.0 33.6 39.2 44.8 7.7 15.4 23.1 30.8 38.5 46.2 53.9 7.7 15.4 23.1 30.8 38.5 46.2 53.9 61.6 7.7 15.4 23.1 30.8 38.5 46.2 53.9 61.6 69.3 7.0 10.5 14.0 17.5 7.0 10.5 14.0 17.5 21.0 7.0 10.5 14.0 17.5 7.0 10.5 14.0 17.5 21.0 24.5 9.1 14.7 20.3 25.9 31.5 9.1 14.7 20.3 25.9 31.5 9.1 14.7 20.3 25.9 31.5 9.1 14.7 20.3 25.9 31.5 37.1 42.7 9.1 14.7 20.3 25.9 31.5 37.1 42.7 9.1 14.7 20.3 25.9 31.5 37.1 42.7 48.3 11.2 18.9 26.6 34.3 42.0 49.7 57.4 11.2 18.9 26.6 34.3 42.0 49.7 57.4 65.1 11.2 18.9 26.6 34.3 42.0 49.7 57.4 65.1 72.8 31 32 32 32 64 66 66 65 64 101 105 104 102 185 196 198 198 196 194 190 190 186 181 176 289 291 289 285 280 388 392 388 383 376 523 533 532 528 522 516 509 826 843 841 834 825 815 804 1045 1076 1080 1075 1068 1059 1049 1038 1230 1240 1233 1221 1207 1192 1176 1721 1745 1741 1729 1714 1698 1679 1660 2643 2698 2700 2688 2671 2650 2627 2602 2577 0.0090 0.0167 0.0240 0.0309 0.0083 0.0153 0.0219 0.0281 0.0338 0.0080 0.0146 0.0208 0.0266 0.0038 0.0070 0.0102 0.0132 0.0161 0.0189 0.0080 0.0153 0.0222 0.0287 0.0347 0.0048 0.0093 0.0135 0.0176 0.0216 0.0047 0.0090 0.0131 0.0170 0.0208 0.0032 0.0061 0.0089 0.0117 0.0144 0.0170 0.0195 0.0031 0.0059 0.0086 0.0112 0.0137 0.0162 0.0186 0.0022 0.0043 0.0063 0.0083 0.0102 0.0120 0.0139 0.0156 0.0029 0.0057 0.0083 0.0109 0.0135 0.0159 0.0183 0.0023 0.0045 0.0066 0.0086 0.0106 0.0126 0.0145 0.0164 0.0019 0.0036 0.0053 0.0070 0.0086 0.0102 0.0117 0.0133 0.0148 Table is for guidance only. Please submit the bearing schedule following table 9. BS5400 specifications for detailed proposal. 15
  • 16. Elastrometric bearing installation: BASE FIXITY: TOP FIXITY: A. Cast into recess in concrete with bedding mortar fill D. Cast into in-situ concrete deck B. Cast onto bedding mortar and built around the edges E. Glued to beam soffit *(standard method) C. Glued onto smooth mortar plinth *(standard method) TOP & BASE FIXITY: F. Fixed using auxiliary steel plates *(Extreme cases only) Please note: Bearing must be fixed on the top and bottom faces if positive fixity is required. 16
  • 17. “Every project is unique, that’s why all CCL bearings are designed specifically for each structure. At CCL we deliver superior products that help build pioneering structures.” 17
  • 18. Quality Standards CCL is an ISO registered company operating a quality management system compliant with ISO 9001: 2000. Our high performance bearings are individually designed and manufactured in accordance with European Standard EN1337-5, BS 5400 Sections 9.1 & 9.2: 1983 and satisfy all the requirements of the European bearing standard EN 1337-5/2. All our bearings are clearly marked with the CE label and we are able to manufacture to any other global standard required. Service & Installation CCL offer a total end-to-end service from initial concepts to installation, commissioning and beyond. Committed to creating superior, highly robust, durable products, we install, pre-set, calibrate and inspect bearings on site to ensure they continue to perform at optimum standards throughout the life of the structure. “CCL helps you create and build unique structures. Our focus on outstanding technical solutions, durable products and practical post completion advice has allowed CCL to deliver projects on an international basis for more than 30 years.” Imagineering the possibilities 18
  • 20. CCL was established in 1935 to provide cutting-edge engineering solutions. Since then, the company has grown and diversified to become one of the world’s leading global engineering companies. Every day, CCL products and services are used in prestigious building and civil engineering structures across the world. Our advanced solutions help engineers, planners and construction companies create visionary structures. The specifications, information and performance of the products manufactured by CCL Stressing and featured in this publication are presented in good faith and believed to be correct and may be changed without notice. CCL and Associated Companies make no representations or warranties as to the completeness or accuracy of the information. Information is supplied upon the condition that the persons receiving same will make their own determination as to its suitability for their purposes prior to use. In no event will CCL Stressing be responsible for damages of any nature whatsoever resulting from the use of or reliance upon information from this publication or the products to which the information refers. We do not warrant the accuracy or timeliness of the materials in this publication and CCL Stressing and its Associated Companies has no liability for any errors or omissions in the materials. www.cclstressing.com
  翻译: