Form work for R.C.C. Wall, slab, beam and column, centering for arches
of large spans and dams, design features for temporary works, slip
formwork, False work for Bridges
Footings are structural members that support columns and walls and transmit their loads to the soil. Different types of footings include wall footings, isolated/single footings, combined footings, cantilever/strap footings, continuous footings, rafted/mat foundations, and pile caps. Footings must be designed to safely carry and transmit loads to the soil while meeting code requirements regarding bearing capacity, settlement, reinforcement, and shear strength. A proper footing design involves determining loads, allowable soil pressure, reinforcement requirements, and assessing settlement.
Slab is a thin concrete structure used for flooring that can be square, rectangular, or circular. Slabs vary in thickness from 4-6 inches depending on load and are made of cement, coarse aggregate, fine aggregate, and reinforcement bars. There are several types of slabs including one-way slabs which carry load in one direction, two-way slabs which carry load in two directions, joist slabs which have concrete ribs for support, and precast slabs which are constructed off-site and transported. Other slab types include flat plates, flat slabs, waffle slabs, hollow core slabs, and composite slabs which incorporate a steel deck.
Shuttering in concrete construction is used as a mould for a structure in which fresh concrete is poured to harden subsequently curing
It is a part of formwork, or you may call it as derivative of formwork. Shuttering is a vertical temporary arrangement which is arranged to bring concrete in a desired shape.orFormwork which supports vertical arrangement is known as shuttering.
The document discusses different types of lintels and arches used in building construction. It describes lintels as horizontal structural members placed across openings to support the structure above. Various lintel materials include timber, stone, brick, reinforced brick, steel, and reinforced concrete. Arches are structures that span openings and support weight below through arch action. Key arch types include flat, semi-circular, segmental, relieving, parabolic, and others defined by their geometric shape. Arches are classified based on materials like brick, stone, concrete, metal and wood. Factors in arch construction and methods to prevent arch failure are also summarized.
The document discusses the design of staircases. It begins by defining key components of staircases like treads, risers, stringers, etc. It then describes different types of staircases such as straight, doglegged, and spiral. The document outlines considerations for designing staircases like dimensions, loads, and structural behavior. It provides steps for geometric design, load calculations, structural analysis, reinforcement design, and detailing of staircases. Numerical examples are also included to illustrate the design process.
This document discusses different types of foundations used in construction. It describes pad, strip, raft, and pile foundations. Pad foundations are suitable for most subsoil types and are usually constructed of reinforced concrete. Strip foundations are used for light structures on stable soil. Raft foundations spread loads over a large area for structures on low bearing soils. Pile foundations transmit loads to deeper soils using columns when suitable shallow foundations are not possible. The document also outlines functions of foundations and materials used, namely concrete composed of cement, aggregates, and water.
This presentation summarizes the key aspects of one-way slab design. It defines one-way slabs as having an aspect ratio of 2:1 or greater, with bending primarily along the long axis. The presentation discusses the types of one-way slabs including solid, hollow, and ribbed. It also outlines the design considerations for one-way slabs according to the ACI code, including minimum thickness, reinforcement ratios, and bar spacing. An example problem demonstrates how to design a one-way slab for a given set of loading and dimensional conditions.
Footings are structural members that support columns and walls and transmit their loads to the soil. Different types of footings include wall footings, isolated/single footings, combined footings, cantilever/strap footings, continuous footings, rafted/mat foundations, and pile caps. Footings must be designed to safely carry and transmit loads to the soil while meeting code requirements regarding bearing capacity, settlement, reinforcement, and shear strength. A proper footing design involves determining loads, allowable soil pressure, reinforcement requirements, and assessing settlement.
Slab is a thin concrete structure used for flooring that can be square, rectangular, or circular. Slabs vary in thickness from 4-6 inches depending on load and are made of cement, coarse aggregate, fine aggregate, and reinforcement bars. There are several types of slabs including one-way slabs which carry load in one direction, two-way slabs which carry load in two directions, joist slabs which have concrete ribs for support, and precast slabs which are constructed off-site and transported. Other slab types include flat plates, flat slabs, waffle slabs, hollow core slabs, and composite slabs which incorporate a steel deck.
Shuttering in concrete construction is used as a mould for a structure in which fresh concrete is poured to harden subsequently curing
It is a part of formwork, or you may call it as derivative of formwork. Shuttering is a vertical temporary arrangement which is arranged to bring concrete in a desired shape.orFormwork which supports vertical arrangement is known as shuttering.
The document discusses different types of lintels and arches used in building construction. It describes lintels as horizontal structural members placed across openings to support the structure above. Various lintel materials include timber, stone, brick, reinforced brick, steel, and reinforced concrete. Arches are structures that span openings and support weight below through arch action. Key arch types include flat, semi-circular, segmental, relieving, parabolic, and others defined by their geometric shape. Arches are classified based on materials like brick, stone, concrete, metal and wood. Factors in arch construction and methods to prevent arch failure are also summarized.
The document discusses the design of staircases. It begins by defining key components of staircases like treads, risers, stringers, etc. It then describes different types of staircases such as straight, doglegged, and spiral. The document outlines considerations for designing staircases like dimensions, loads, and structural behavior. It provides steps for geometric design, load calculations, structural analysis, reinforcement design, and detailing of staircases. Numerical examples are also included to illustrate the design process.
This document discusses different types of foundations used in construction. It describes pad, strip, raft, and pile foundations. Pad foundations are suitable for most subsoil types and are usually constructed of reinforced concrete. Strip foundations are used for light structures on stable soil. Raft foundations spread loads over a large area for structures on low bearing soils. Pile foundations transmit loads to deeper soils using columns when suitable shallow foundations are not possible. The document also outlines functions of foundations and materials used, namely concrete composed of cement, aggregates, and water.
This presentation summarizes the key aspects of one-way slab design. It defines one-way slabs as having an aspect ratio of 2:1 or greater, with bending primarily along the long axis. The presentation discusses the types of one-way slabs including solid, hollow, and ribbed. It also outlines the design considerations for one-way slabs according to the ACI code, including minimum thickness, reinforcement ratios, and bar spacing. An example problem demonstrates how to design a one-way slab for a given set of loading and dimensional conditions.
A presentation with exhaustive information about the general idea of formwork, the various types, the newest introductions and a comparative study between the conventional and modern-day formwork.
It also includes the study of causes of failure of formwork and the safety measures to be taken for preventing failure.
Definition,
functions,
types of foundations,
foundation loads,
selection criteria for foundations based on soil conditions,
bearing capacity of soil,
methods of testing,
method of improving bearing capacity of soil,
settlement of foundations,
precautions against settlement,
shallow and deep foundations,
different types of foundations – wall footing (strip footing), isolated footing, combined footing, raft foundation, pile foundation etc.
This document discusses different types of cofferdams used in construction projects. It describes earth-fill, rock-fill, single-walled, double-walled, crib, cellular, concrete, suspended, and sandbag dike cofferdams. For each type, it provides details on suitable applications based on water depth and flow, and construction methods. The overall purpose of a cofferdam is to temporarily enclose an area of water to allow work to proceed in dry conditions.
This document discusses different methods of prestressing concrete, including pretensioning and post-tensioning. Pretensioning involves stressing steel tendons before placing concrete around them, while post-tensioning involves stressing tendons after the concrete has cured using hydraulic jacks. Post-tensioning allows for longer spans, thinner slabs, and more architectural freedom compared to conventional reinforced concrete or pretensioned concrete. Common applications of post-tensioning include parking structures, bridges, and building floors and roofs.
This document discusses the design of combined footings. It defines a combined footing as one that supports two or more adjacent columns to provide uniform bearing pressure and minimize differential settlement. It describes the different types of combined footings based on connectivity (slab, slab-beam, strap-beam) and shape (rectangular, trapezoidal). The key steps of the design process are outlined, including determining the footing size based on load and soil capacity, performing structural analysis to calculate moments and shear, and designing the longitudinal, shear, and transverse reinforcement.
The document discusses proper detailing of reinforced concrete structures, which is essential for safety and structural performance. It provides guidelines and examples of good and bad detailing practices for common reinforced concrete elements like slabs, beams, columns, and foundations. Proper detailing is important to avoid construction errors and ensure the structural design works as intended under gravity and seismic loads.
Formwork is a temporary mold into which concrete is poured and shaped. It must be strong enough to support the weight of wet concrete and construction loads. Common materials for formwork include timber, steel, plastic, and aluminum. Proper construction and removal of formwork is important for quality, safety, and economy of concrete structures. Failure to properly brace, support, or remove formwork can lead to collapse during construction.
This document discusses shoring and underpinning methods used to provide temporary or permanent support to structures. Shoring provides temporary stability during construction or repairs using techniques like raking, flying, or dead shores made of timber or steel. Underpinning supports existing foundations by strengthening soils using pit, pile, or chemical methods to allow additions without disturbing the structure. Proper design, installation, and precautions are needed for both techniques.
This presentation discusses prefabricated building components. It covers prefabrication systems including large panel systems, frame systems, and slab-column systems. Manufacturing processes are described for various components like roof slabs, floor slabs, waffle slabs, wall panels, shear walls, beams, and columns. Specific component types like floor slabs, waffle slabs, wall panels, and shear walls are explained in more detail. Architectural and structural design aspects of using prefabricated components are also addressed.
It is used as a mould for a structure in which fresh concrete is poured only to harden subsequently.
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TYPES OF PILE FOUNDATION & APPLICATIONSMaharshi Dave
The PPT about pile foundation and types of pile foundation.It is very useful and make very properly.If you don't know about pile foundation then no problem only just refer this PPT and then you will become to know about pile foundation very well.I hope this will helpful to someone.
This document discusses prefabricated modular structures. Some key points:
1. Prefabricated structures have standardized components that are produced off-site in a controlled environment and then transported for assembly. This allows for faster, more efficient construction.
2. Precast concrete offers advantages like higher quality, less weather dependency, and unlimited design possibilities compared to site-cast construction.
3. There are different precast systems like large panel, frame, and lift-slab. Precast components include walls, floors, beams, and more.
This document discusses different types of foundations, including shallow and deep foundations. Shallow foundations include spread footings, combined footings, strap footings, and raft/mat foundations. Deep foundations include pile foundations, pier foundations, and caisson/well foundations. It also discusses considerations for foundations on expansive black cotton soil, recommending methods like strip foundations, pier foundations, and under-reamed pile foundations.
This document provides an overview of foundations for building construction. It discusses the importance of foundations in distributing building loads to the ground. There are two main types of foundations - shallow foundations and deep foundations. Shallow foundations include spread footings, grillage foundations, raft foundations, stepped foundations, and mat/slab foundations. Deep foundations transfer loads deep into the earth and include drilled caissons, driven piles, and precast concrete piles. Foundation design considers factors like soil type, structural requirements, construction requirements, site conditions, and cost. The document also discusses waterproofing, drainage, and underpinning foundations.
Formwork is a temporary mold used to contain and shape wet concrete until it is cured, and gain sufficient strength to support its own weight. It is commonly made from timber or steel. Formwork must balance requirements like containment, strength, resistance to leakage, accuracy, ease of handling, finish, access for concrete, and economy. It is designed according to factors like the loads it will support, type of structure being built, and materials used. Formwork goes through stages of assembly, concrete placement, and stripping. Proper design, construction, and maintenance of formwork is important to produce high quality, safe concrete structures economically.
Concrete is a composite material made up of cement, aggregates (sand and gravel or crushed stone), and water. It has many applications and can be molded into various shapes. Concrete has high compressive strength but low tensile strength, so steel reinforcement is often added. The key components of concrete are cement, aggregates, steel reinforcement, and water. Cement acts as the binding agent when mixed with water. Aggregates make up 60-80% of the volume and provide strength. Steel reinforcement improves tensile strength. Water is needed for the cement hydration reaction but too much water weakens the concrete. Proper mixing is required to produce a uniform, workable concrete.
This document discusses different types of stone masonry and brick masonry. It describes various stone masonry techniques including rubble masonry (uncoursed, coursed random, coursed squared, polygonal, flint) and ashlar masonry (fine, rough, rock-faced, chamfered, block). It also outlines key principles for stone and brick masonry work and compares their properties and construction methods. Supervision tips are provided to ensure proper brickwork.
The document discusses slip form construction, a method where concrete is poured into a continuously moving form. There are two main types - vertical forms that move upwards, and horizontal forms that move horizontally. Slip forming allows for continuous, jointless concrete structures and reduces construction time compared to traditional formwork. It requires careful planning of the construction process to achieve high productivity while ensuring safety.
Formwork is a temporary mold used to contain poured concrete until it cures and can support itself. It needs to be strong enough to support the weight of wet concrete and withstand pouring and compaction loads. New materials like steel and plastics are now used for formwork in addition to wood. Slipforming allows for continuous vertical pouring of concrete structures like building cores without relying on external support, by using a formwork that rises slowly on its own as concrete is added.
This document provides information on formwork used for constructing concrete structures. It discusses the different types of formwork including wooden, plywood, steel and combined forms. It also describes requirements for proper formwork like being waterproof and strong enough to support loads. Common formwork systems are described for columns, beams, slabs, stairs and walls. Standards for stripping formwork from concrete structures are also outlined according to the Indian Standard code.
A presentation with exhaustive information about the general idea of formwork, the various types, the newest introductions and a comparative study between the conventional and modern-day formwork.
It also includes the study of causes of failure of formwork and the safety measures to be taken for preventing failure.
Definition,
functions,
types of foundations,
foundation loads,
selection criteria for foundations based on soil conditions,
bearing capacity of soil,
methods of testing,
method of improving bearing capacity of soil,
settlement of foundations,
precautions against settlement,
shallow and deep foundations,
different types of foundations – wall footing (strip footing), isolated footing, combined footing, raft foundation, pile foundation etc.
This document discusses different types of cofferdams used in construction projects. It describes earth-fill, rock-fill, single-walled, double-walled, crib, cellular, concrete, suspended, and sandbag dike cofferdams. For each type, it provides details on suitable applications based on water depth and flow, and construction methods. The overall purpose of a cofferdam is to temporarily enclose an area of water to allow work to proceed in dry conditions.
This document discusses different methods of prestressing concrete, including pretensioning and post-tensioning. Pretensioning involves stressing steel tendons before placing concrete around them, while post-tensioning involves stressing tendons after the concrete has cured using hydraulic jacks. Post-tensioning allows for longer spans, thinner slabs, and more architectural freedom compared to conventional reinforced concrete or pretensioned concrete. Common applications of post-tensioning include parking structures, bridges, and building floors and roofs.
This document discusses the design of combined footings. It defines a combined footing as one that supports two or more adjacent columns to provide uniform bearing pressure and minimize differential settlement. It describes the different types of combined footings based on connectivity (slab, slab-beam, strap-beam) and shape (rectangular, trapezoidal). The key steps of the design process are outlined, including determining the footing size based on load and soil capacity, performing structural analysis to calculate moments and shear, and designing the longitudinal, shear, and transverse reinforcement.
The document discusses proper detailing of reinforced concrete structures, which is essential for safety and structural performance. It provides guidelines and examples of good and bad detailing practices for common reinforced concrete elements like slabs, beams, columns, and foundations. Proper detailing is important to avoid construction errors and ensure the structural design works as intended under gravity and seismic loads.
Formwork is a temporary mold into which concrete is poured and shaped. It must be strong enough to support the weight of wet concrete and construction loads. Common materials for formwork include timber, steel, plastic, and aluminum. Proper construction and removal of formwork is important for quality, safety, and economy of concrete structures. Failure to properly brace, support, or remove formwork can lead to collapse during construction.
This document discusses shoring and underpinning methods used to provide temporary or permanent support to structures. Shoring provides temporary stability during construction or repairs using techniques like raking, flying, or dead shores made of timber or steel. Underpinning supports existing foundations by strengthening soils using pit, pile, or chemical methods to allow additions without disturbing the structure. Proper design, installation, and precautions are needed for both techniques.
This presentation discusses prefabricated building components. It covers prefabrication systems including large panel systems, frame systems, and slab-column systems. Manufacturing processes are described for various components like roof slabs, floor slabs, waffle slabs, wall panels, shear walls, beams, and columns. Specific component types like floor slabs, waffle slabs, wall panels, and shear walls are explained in more detail. Architectural and structural design aspects of using prefabricated components are also addressed.
It is used as a mould for a structure in which fresh concrete is poured only to harden subsequently.
formwork for concrete slab
beam formwork
steel formwork
doka h20
types of formwork
formwork for concrete
what is formwork in construction
building formwork
plywood disadvantages
advantage plywood
advantages and disadvantages of wood
best plywood for formwork
plywood formwork for concrete
mdf advantages and disadvantages
examples of advantages and disadvantages
advantage steel and construction
advantages of steel
disadvantages of steel structures
examples of advantages and disadvantages
advantages and disadvantages of surveys
wiki advantages and disadvantages
steel formwork design
steel formwork system
TYPES OF PILE FOUNDATION & APPLICATIONSMaharshi Dave
The PPT about pile foundation and types of pile foundation.It is very useful and make very properly.If you don't know about pile foundation then no problem only just refer this PPT and then you will become to know about pile foundation very well.I hope this will helpful to someone.
This document discusses prefabricated modular structures. Some key points:
1. Prefabricated structures have standardized components that are produced off-site in a controlled environment and then transported for assembly. This allows for faster, more efficient construction.
2. Precast concrete offers advantages like higher quality, less weather dependency, and unlimited design possibilities compared to site-cast construction.
3. There are different precast systems like large panel, frame, and lift-slab. Precast components include walls, floors, beams, and more.
This document discusses different types of foundations, including shallow and deep foundations. Shallow foundations include spread footings, combined footings, strap footings, and raft/mat foundations. Deep foundations include pile foundations, pier foundations, and caisson/well foundations. It also discusses considerations for foundations on expansive black cotton soil, recommending methods like strip foundations, pier foundations, and under-reamed pile foundations.
This document provides an overview of foundations for building construction. It discusses the importance of foundations in distributing building loads to the ground. There are two main types of foundations - shallow foundations and deep foundations. Shallow foundations include spread footings, grillage foundations, raft foundations, stepped foundations, and mat/slab foundations. Deep foundations transfer loads deep into the earth and include drilled caissons, driven piles, and precast concrete piles. Foundation design considers factors like soil type, structural requirements, construction requirements, site conditions, and cost. The document also discusses waterproofing, drainage, and underpinning foundations.
Formwork is a temporary mold used to contain and shape wet concrete until it is cured, and gain sufficient strength to support its own weight. It is commonly made from timber or steel. Formwork must balance requirements like containment, strength, resistance to leakage, accuracy, ease of handling, finish, access for concrete, and economy. It is designed according to factors like the loads it will support, type of structure being built, and materials used. Formwork goes through stages of assembly, concrete placement, and stripping. Proper design, construction, and maintenance of formwork is important to produce high quality, safe concrete structures economically.
Concrete is a composite material made up of cement, aggregates (sand and gravel or crushed stone), and water. It has many applications and can be molded into various shapes. Concrete has high compressive strength but low tensile strength, so steel reinforcement is often added. The key components of concrete are cement, aggregates, steel reinforcement, and water. Cement acts as the binding agent when mixed with water. Aggregates make up 60-80% of the volume and provide strength. Steel reinforcement improves tensile strength. Water is needed for the cement hydration reaction but too much water weakens the concrete. Proper mixing is required to produce a uniform, workable concrete.
This document discusses different types of stone masonry and brick masonry. It describes various stone masonry techniques including rubble masonry (uncoursed, coursed random, coursed squared, polygonal, flint) and ashlar masonry (fine, rough, rock-faced, chamfered, block). It also outlines key principles for stone and brick masonry work and compares their properties and construction methods. Supervision tips are provided to ensure proper brickwork.
The document discusses slip form construction, a method where concrete is poured into a continuously moving form. There are two main types - vertical forms that move upwards, and horizontal forms that move horizontally. Slip forming allows for continuous, jointless concrete structures and reduces construction time compared to traditional formwork. It requires careful planning of the construction process to achieve high productivity while ensuring safety.
Formwork is a temporary mold used to contain poured concrete until it cures and can support itself. It needs to be strong enough to support the weight of wet concrete and withstand pouring and compaction loads. New materials like steel and plastics are now used for formwork in addition to wood. Slipforming allows for continuous vertical pouring of concrete structures like building cores without relying on external support, by using a formwork that rises slowly on its own as concrete is added.
This document provides information on formwork used for constructing concrete structures. It discusses the different types of formwork including wooden, plywood, steel and combined forms. It also describes requirements for proper formwork like being waterproof and strong enough to support loads. Common formwork systems are described for columns, beams, slabs, stairs and walls. Standards for stripping formwork from concrete structures are also outlined according to the Indian Standard code.
Formwork is a temporary structure used to contain wet concrete until it is cured sufficiently to stand on its own. It supports the concrete and maintains its shape. Common materials used are timber, plywood and steel. Formwork must be strong, rigid, braced and water tight. It supports live and dead loads and maintains shape during construction. Formwork is designed based on the type and location of concrete element being cast. Proper formwork design and construction is important for safety and to produce high quality concrete surfaces.
TYPES OF FOUNDATIONS AND CONSTRUCTION METHOD
BASICS OF FORMWORK AND STAGING
COMMON BUILDING CONSTRUCTION METHOD
MODULAR BUILDING CONSTRUCTION METHOD
PRECAST CONCRETE CONSTRUCTION METHOD
BASICS OF SLIP FORMING FOR TALL STRUCTURES
BASICS CONSTRUCTION METHODS FOR STEEL STRUCTURES
BASICS CONSTRUCTION METHODS BRIDGES
This document provides information on formwork design and construction. It discusses different types of formwork used for structural elements like slabs, beams, columns, footings, staircases and walls. Details are given on materials used, assembly, propping, bracing and stripping times. Guidelines are outlined for designing formwork to be strong, rigid, water tight and easily removable without damaging the concrete. The document emphasizes the importance of cleaning and treating forms prior to concrete placement.
Formwork is used to pour concrete into molds to form structures. It can be made from steel, wood, aluminum, or prefabricated forms. Good formwork is easy to remove, economical, leak-proof, rigid, durable, and provides smooth concrete surfaces. Formwork design considers categories like conventional, modern panel systems, and prefabricated modular systems. Steel, plywood, plastic, and aluminum are common materials. Proper bracing and erection sequences are needed to construct columns, beams, walls, stairs, and avoid failures during pouring.
Formwork is a temporary structure used to support wet concrete until it cures and can support itself. It is usually constructed from wood or steel. Formwork must be strong yet easy to assemble and disassemble. It must safely support the weight of wet concrete without leaking or allowing deflection. Formwork is designed according to factors like the concrete mix design, structural member shape, loading conditions, and required surface finish. Formwork is an important but costly part of concrete construction.
Formwork is used to support wet concrete until it cures and can support itself. It must be strong yet allow concrete to be placed accurately to shape. Common materials include timber, plywood, steel, aluminum and plastics. Proper formwork design considers strength, containment, leakage prevention, finish quality, and economics. Specialized formwork like climbing, sliding, and tunnel forms improve efficiency for structures like walls, columns, and buildings. Proper formwork selection and construction is essential for quality, safety, and cost-effectiveness in concrete projects.
Building materials and construction Technology Roofs.pptxAdarshChatra
A roof provides structural covering to protect a building from weather. The main functions of a roof are to provide protection from weather, enclose space, and protect interior from moisture and heat loss. Roofs can be flat, pitched, or curved. Common roof types include simple slab, lean-to, couple close, collar beam, double purlin, and framed trussed roofs using king post or queen post designs. Roof design considers span, materials, loads, wind pressure, and weather resistance.
Formwork Presentation for Construction TechnologyI'mMiss Lily
1. Formwork refers to the temporary structure used to support wet concrete until it is cured and can support itself. Common materials used include wood, steel, aluminum, plastic and plywood.
2. A good formwork must be water tight, strong, and reusable while also considering factors like quality, safety, and economy. It must be able to withstand loads, retain its shape, and be removed without damaging the concrete.
3. Different types of formworks are used for columns, beams, slabs, and other structural elements. Column formwork typically consists of side and end planks joined by yokes and bolts. Beam formworks use thick timber or plywood and are supported by props.
Temporary formwork is used in construction to support fresh concrete until it cures. There are different types of formwork materials including timber, steel, aluminum, fiberglass, and plywood. Factors like strength, rigidity, cost, and number of reuses vary between each type. Formwork design involves sheets, studs, ties, and other components configured for walls, beams, slabs, columns, and decks based on the structural element. Slipforming is a specialized technique where formwork is continuously lifted as concrete is placed, allowing vertical structures like chimneys to be built without side forms. This method was used to rapidly construct tall building cores and highway pavement.
The document discusses flat grid or waffle slab systems. It defines waffle slabs as having two-directional reinforcement on the outside, giving it a waffle-like shape. This provides stability without using much material, making it suitable for large flat areas like foundations and floors. Waffle slabs are used in industrial and commercial buildings where large spans are needed with few columns. They provide features like using less concrete and steel than traditional slabs while providing strength and resistance to cracking and sagging. The document outlines the production, design, and construction process for waffle slabs and notes some iconic landmarks that have utilized this system.
This document provides information about space frames, cable structures, and folded plate structures. It defines a space frame as a truss-like, lightweight rigid structure constructed from interlocking struts in a geometric pattern. Space frames can span large areas with few interior supports. Folded plates are assemblies of flat plates rigidly connected along their edges to form a structural system without additional beams. Cable structures derive their strength from tension forces in the cables rather than from bending or compression. Common cable structures include suspension bridges, cable-stayed bridges, and cable-supported roofs.
Building construction 3 Steel Joints & Footingaayush koolwal
This document provides information on various types of foundations used in construction, including isolated footings, grillage foundations, raft foundations, and rebar (reinforcing steel). Isolated footings are independent footings used to support single columns. Grillage foundations consist of steel beams in tiers to distribute loads over a large area for heavy structures. Raft foundations are concrete slabs that extend across a building footprint to spread loads. Rebar is steel reinforcement embedded in concrete to increase its tensile strength. The document discusses construction details and reinforcement for these foundation types.
A PowerPoint Presentation On Superstructurekuntansourav
The document discusses different types of stone and brick masonry, including rubble masonry, ashlar masonry, and classifications within each. It also covers topics like doors, louvers, glazing, windows, ventilation, staircases, scaffolding, and shoring. Stone masonry uses stone units bonded with mortar, while brick masonry uses individual bricks laid in a pattern. Staircases require specific widths, heights, materials and other design elements to be safe and functional. Scaffolding and shoring are used to support structures during construction.
Formwork is a temporary mold used to contain and shape wet concrete until it hardens. It is commonly made from timber or steel. Formwork must balance requirements like containment, strength, resistance to leakage, accuracy, ease of handling, finish, access for concrete, and economy. It must safely support the weight of wet concrete and other loads until the concrete sets. Formwork design considers quality, safety, and minimizing costs through reuse. Forms are designed according to intended structural elements like walls, columns, beams, slabs, stairs, and more.
This document discusses wall materials and construction techniques for disaster resistant buildings. It covers different types of masonry bonds used in walls like rat trap bond and English bond. It discusses wall geometry and how factors like height, length, and reinforcement placement affect wall strength. It also addresses openings, wall and beam reinforcements, and field testing of construction materials like bricks and cement to ensure quality. The goal is to understand wall design and construction methods that improve a building's ability to withstand disasters.
Pile types can be classified based on function, material, or construction method. Common pile types include end bearing piles, friction piles, and composite piles made of different materials. Piles are also classified as concrete piles, which can be pre-cast or cast-in-situ, timber piles, steel piles like H-piles or pipe piles, and composite piles combining materials. Construction methods include displacement piles that displace soil during installation and replacement piles that extract soil to form the pile shaft.
Role of Indian Railways in National Development, Basic requirement of railway alignment and functions of Permanent Way, Types of components and functions: Gauge, Rail, Fittings, Ballast, Embankments, Subgrade. Purpose: Coning of wheel, Super-elevation, points and crossing, signalling and interlocking, yard, junction and terminal.
Objective and classification of highway maintenance works. Distresses and maintenance measures in flexible and rigid pavements. Concept of pavement evaluation: Functional and Structural
2.4 HIGHWAY TRANSPORTATION : DESIGN AND CONSTRUCTION OF PAVEMENT (TRE) 315061...VATSAL PATEL
This document discusses the design and construction of pavements. It begins by defining the two main types of pavements - flexible (or bituminous) pavement and rigid (or cement concrete) pavement. It then provides details on the components, materials, construction methods, and factors affecting the selection of each pavement type. The document also covers topics like soil stabilization, construction of embankments, subgrades and various pavement layers. Overall, the document provides a comprehensive overview of pavement design and construction processes.
This document discusses port planning and characteristics of good seaports. It outlines factors to consider like connectivity, depth, protection from waves, storage, and facilities. It also discusses dry ports, bulk cargo, transshipment ports, ports of call, necessary surveys, regional transportation development, forecasting cargo and passenger demand, and calculating a port's cargo handling capacity. Key aspects include considering infrastructure, operations, traffic potential, natural conditions, and matching supply and demand to utilize port resources effectively.
The document discusses the economic impacts and evaluation of port projects. It notes that ports offer economic and social benefits but also environmental constraints. Significant increases in throughput have required developing new infrastructure and ports. Ports are capital-intensive and closely linked to trade and economic development. Their economic impacts and benefits can be difficult to accurately assess or forecast. The document also discusses the environmental impacts of port activities, including air and water pollution, climate risks, and health disparities faced by neighboring communities.
Components of highway pavement and materials used. Soil: Importance, Desirable properties, Index properties, Compaction, Strength evaluation tests. Aggregate: Functions, Desirable properties, Tests on road aggregates and quality control. Bituminous binders: Functions, Desirable properties, Tests on bitumen and quality control, Bitumen emulsion functions and classification, Modified bituminous binder functions and classification. Bituminous Mix: Desirable properties and requirement of design mix, general approach for design of bituminous mixes and introduction to Marshall Mix Design Method
6. NAVIGATIONAL AIDS (PHE) GTU 3170623VATSAL PATEL
This document discusses various types of navigational aids that help vessels travel safely through waterways. It describes fixed aids like lighthouses, beacon lights, and lightships as well as floating aids like buoys. Lighthouses are tall towers that emit powerful lights to guide ships, while beacon lights use prominent natural or man-made structures. Buoys are floating markers that delineate channels and hazards. Lightships are small ships equipped with revolving lights that act as lighthouses. Electronic devices like LORAN and radar also help with navigation by determining a ship's position or detecting nearby objects. These various aids are crucial for safe, efficient maritime travel.
5. PORT AMENITIES & OPERATIONS (PHE) GTU 3170623VATSAL PATEL
Ferry, Transfer bridges, floating landing stages, transit sheds, warehouses, cold storage, aprons, cargo handling equipment, purpose and general description: stack area, single point mooring, IS provisions
The document discusses various natural phenomena that affect harbors, including winds, waves, tides, and currents. It describes the characteristics and impacts of each phenomenon. Winds can cause waves and currents. Waves are periodic undulations generated by wind moving over water. Tides are rises and falls in ocean waters caused by gravitational forces from the sun and moon. Currents are horizontal water movements caused by factors like tides, wind, and wave breaking. These natural phenomena produce forces that must be considered in harbor and marine structure design to ensure stability and durability.
1. INTRODUCTION TO WATER TRANSPORTATION (PHE) GTU 3170623VATSAL PATEL
History, Scope, Merits, Developments of Water Transportation in India, Inland waterways, River, Canal, Inland water transportation, Harbor, Port, Dock, Development of Ports & Harbors, classification, Harbor site selection, Harbor dimensioning.
2.1 HIGHWAY TRANSPORTATION : HIGHWAY PLANNING AND DEVELOPMENT (TRE) 3150611 GTUVATSAL PATEL
Introduction: Highway planning and development in India, Classification of Rural and Urban roads, Highway alignment and surveys, Preparation of Detailed Project Report
Importance of Transportation, Different modes of transportation, Overview of Road, Rail, Air and Water Transportation, Comparison of various modes of Transportation. Organizations and their functions - Central Road Research Institute (CRRI), Indian Road Congress (IRC), Railway Board (RB), Inland Waterways Authority of India (IWAI), Airport Authority of India (AAI), International Civil Aviation Organization (ICAO), Directorate General of Civil Aviation (DGCA).
Introduction, electromagnetic spectrum, electromagnetic distance measurement, types of EDM instruments, electronic digital theodolites, total station, digital levels, scanners for topographical survey, global positioning system.
This is an overview of my current metallic design and engineering knowledge base built up over my professional career and two MSc degrees : - MSc in Advanced Manufacturing Technology University of Portsmouth graduated 1st May 1998, and MSc in Aircraft Engineering Cranfield University graduated 8th June 2007.
Online train ticket booking system project.pdfKamal Acharya
Rail transport is one of the important modes of transport in India. Now a days we
see that there are railways that are present for the long as well as short distance
travelling which makes the life of the people easier. When compared to other
means of transport, a railway is the cheapest means of transport. The maintenance
of the railway database also plays a major role in the smooth running of this
system. The Online Train Ticket Management System will help in reserving the
tickets of the railways to travel from a particular source to the destination.
A high-Speed Communication System is based on the Design of a Bi-NoC Router, ...DharmaBanothu
The Network on Chip (NoC) has emerged as an effective
solution for intercommunication infrastructure within System on
Chip (SoC) designs, overcoming the limitations of traditional
methods that face significant bottlenecks. However, the complexity
of NoC design presents numerous challenges related to
performance metrics such as scalability, latency, power
consumption, and signal integrity. This project addresses the
issues within the router's memory unit and proposes an enhanced
memory structure. To achieve efficient data transfer, FIFO buffers
are implemented in distributed RAM and virtual channels for
FPGA-based NoC. The project introduces advanced FIFO-based
memory units within the NoC router, assessing their performance
in a Bi-directional NoC (Bi-NoC) configuration. The primary
objective is to reduce the router's workload while enhancing the
FIFO internal structure. To further improve data transfer speed,
a Bi-NoC with a self-configurable intercommunication channel is
suggested. Simulation and synthesis results demonstrate
guaranteed throughput, predictable latency, and equitable
network access, showing significant improvement over previous
designs
Data Communication and Computer Networks Management System Project Report.pdfKamal Acharya
Networking is a telecommunications network that allows computers to exchange data. In
computer networks, networked computing devices pass data to each other along data
connections. Data is transferred in the form of packets. The connections between nodes are
established using either cable media or wireless media.
Impartiality as per ISO /IEC 17025:2017 StandardMuhammadJazib15
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1. 1
PREPARED BY : ASST. PROF. VATSAL D. PATEL
MAHATMA GANDHI INSTITUTE OF
TECHNICAL EDUCATION &
RESEARCH CENTRE, NAVSARI.
2. Formwork is a mould including all temporary supporting structures, used to shape
and support the concrete until it attains sufficient strength to carry its own weight.
It should be capable of carrying all imposed dead and live loads apart from its own
weight.
3. Formwork has been inuse since the beginning of Concrete construction.
New materials such as steel, plastics and fibreglass are Used in formwork.
Greater attention is being given to the design, fabrication, erection and dismantling
of formwork.
Formwork is designed according to The ACI document SP-4.
4. It should be water tight.
It should be strong.
It can be reusable.
Its contact surface should be uniform.
It should be according to the size of member.
6. 1. Easy removal
The design of formwork should be such that it can be removed easily with least
Amount of hammering. The removal of formwork should cause least injury to the
surface or edges of the concrete.
2. Economy
As the formwork does not contribute anything to the stability of the finished
structure, it should therefore, be made economical by reducing the cost through
proper design and construction.
3. Strength
The formwork should be strong enough to withstand all loads coming on it, such as
dead load of concrete and live load during its pouring, compaction and curing. The
loads on formwork should be estimated carefully. The over-estimation of loads result
in expensive formwork and the under estimation of loads results in the failure of
formwork.
7. 4. Rigidity
The formwork should rigid (stiff) enough so that deflection is minimum. For visible
surface in completed the work. the deflection limited to 1/300 of span and for hidden
surface, It is limited 1/150 of span. It should be noted that a rigid formwork will be
robust and stiff enough to allow repeated use.
5. Less leakage
The formwork should be so arranged that there is minimum of leakage through the
joints. This is achieved providing tight joints between adjacent sections of the
Formwork.
6. smooth surface
The surface of the formwork should be smooth, and it should afford easy stripping
This is achieved by applying crude oil or soft soap solution to the inside surface of
formwork.
8. 7. Light weight
The formwork should be as light as possible.
8. Quality
Forms must be designed and built with sufficient stiffness and accuracy so that the
size, shape, position, and finish of the cast concrete are maintained.
9. supports
The formwork should rest on sound, hard and non-yielding supports.
9. The following points are to be kept in view to effect economy in the cost of formwork
The plan of the building should simply minimum number of variations in the size of
rooms, floor area etc. so as to permit reuse of the formwork repeatedly.
Design should be perfect to use slender sections only in a most economical way.
Minimum sawing and cutting of wooden pieces should be made to enable reuse
of the material a number of times and the quantity of surface.
16. • Formwork can be made out of timber, plywood, steel, precast concrete or fiberglass
used separately or in combination.
• Steel forms are used in situation where large numbers of re-use of the same forms are
necessary.
• For small works, timber formwork proves useful. Fiber glass made of precast concrete
and aluminum are used in cast-in-situ construction such as slabs or members involving
curved surfaces.
16
18. In concrete construction formwork is commonly provided for the following structural
members.
• Wall
• Column
• Beams
• Slab
• Stairs
19.
20. • Panel sheathing – It is used to shape the wall and retain the concrete until it sets.
• Studs – to support the sheathing or Wales by forming a framework to keep the forms
aligned and support the studs.
• Braces – It isused to prevent deflection of forms under lateral pressure and keep
the formwork erect.
• Ties and spreaders – These are used to hold the sides of the forms at the correct
spacing.
21. 21
• The sheets are supported by vertical studs and horizontal wales. The ties are provided to
maintain the distance between the sheets and to resist the bursting action of concrete.
• The small pieces of timber known as spacers may be used and
they are to be removed as the concrete reaches that level.
• In addition, the wire ties and bolts may be also provided. If bolts are used they are to be
provided with grease so as to make their removal easy after 2-3 days of pouring
concrete.
23. It consists of the following:
• Side & End Planks
• Yoke
• Nut & Bolts
Two end & two side planks are joined by the yokes and bolts.
It should be rectangular or square in shape.
24.
25.
26.
27. Beam soffit must be thickened timber or strengthened plywood.
Beam sides 18mm plywood or 25mm boards, with studs (cleats) at 500 to 600mm.
Deep beams (over 600mm) should have walkers and ties.
Use angle fillets in the beam side to soffit joint where possible.
Allowance must be made for height adjustment of the props or false work.
Erection sequence for constructing beam formworkincludes
Position of sole plates
Marking out and setting heights for false works
Assemble and position props, adjustable head jacks, false works, bearers and spreaders
Construct and erect side walls and beam soffit.
Position of sole plates.
28. • Sole plates
• Wedges
• Props
• Head tree
• Planks
• Batten
• Ledgers
Beam formwork rests on head tree
Slab form work rests on battens and joists
If prop height are more than 8’ provide horizontal braces.
31. • It consists of
– Vertical & inclined posts
– Inclined members
-- Wooden Planks or sheeting
– Stringer
– Riser Planks
32.
33. Points to consider when designing stair form work :
Stair formwork must support the weight of concrete.
The weight of the throat of the stair and the steps will have to be supported.
Because of the slope of the stair, some of the force is transmitted sideways.
All formwork must be well tied together to prevent sideway movement.
Consider the finish of the stair treads and type of nosing.
Space may have to be left for purpose made nosing.
34. • Centering is the temporary structure required to support brick, stone or concrete
work of arch, Dome etc. during its construction .
• The centering choice depends upon several factors like:
• Shape of Arch
• Span of Opening
• Thickness of Soffit
• Material used in arch construction …etc.
35. Width of the thinner soffit is 10cm. If the width of the soffit is wider than 10 cm. , two
ribs suitably spaced & shaped at
the Top may be used.
36.
37. • For the construction of big arches, thecentering will be invariably required.
FACTORS:
• Nature & type of arch (i.e. span, rise etc…)
• Foundation conditions
• Depth of water , liability to flood, etc…
• Distance required between support of centering for the passage oftraffic.
• Size & lengths of timber available
• Availability of labour.
39. It is very useful when,
The arch provided in deep valley.
The support for centering are to rest in deep water.
The passage of traffic is required during the construction of arch.
40. The term “trestle centering” is used to mean that the arch is supported by posts resting
on the ground. Trestle centring can be arranged in a variety of forms, as shown
41. It is very useful when,
It is impossible to use trestle type centering
Depth of water is more
Arches constructed for heavy flood.
42. • Method of vertically extruding a reinforced concrete section and
is suitable for construction of core walls in high-rise structures –
lift shafts, stair shafts, towers.
• The formwork rises continuously, at a rate of about 300 mm per
hour, supporting itself on the core and not relying on support or
access from other parts of the building or permanent works.
• Allows for the continuous pouring of concrete into walls of a
structure and only stops when the full required height of the
structure has been reached.
•The height of the formwork is designed in such a way that while
the top of the formwork is being filled by concrete the lowest
layer of concrete poured earlier has already gained an initial set.
When the formwork is moved upwards the concrete that is then
exposed remains firm.
43. • Assembly can only start once the foundations are in place and the wall starter is in
correct alignment.
• Slip form shuttering is aligned with the help of yokes.
• Horizontal crossbeams connect these yokes.
• Hydraulic jacks are attached to these crossbeams for simultaneous upward
movement.
• Height of the slip form ranges from 1.1 to 1.5 meters.
• Yokes and crossbeams also used to support the working platform.
• Structure should be rigid and shape maintained at all times.
• It is also possible to reduce wall thicknesses as the construction gains height and
arrangements have to be made in the slip form structure that will enable such reduction
at regular intervals.
44.
45. • Slip form methods of construction can also be adapted to horizontal structures
and are used for paving, canals, and tunnelling.
• The technique is more in use for structures that have continuous walls like silos,
chimneys, and piers for very tall bridges.
• It has also been successfully used for construction of buildings, although this
requires the manner of leaving inserts for openings like doors and windows to be
decided well in advance, as well as also any necessary inserts to support floor
slabs after the walls are constructed.
46. • A major cost of concrete structure construction is the required formwork to retain the
concrete till it can be safely de-shuttered and be able to support itself and other imposed
loads.
• The formwork needs to be continually removed to newer locations and then re-
erected.
• Continuous use of manpower and lifting equipment like cranes.
• In the case of slip form building, the formwork is erected only once and remains
intact until the entire structure is completed.
• Great reduction in the cost of formwork as well as time saving for re-erection.
• Cost effective
• Saving in to the labour cost otherwise used for intermittent concreting operations.
• The reduction in the movement of formwork and workers also leads to far more safe
working conditions that also make it a major advantage.
47. • Concrete is continuously protected against loss of moisture and rapid temperature
changes for 7 days
• Unhardened concrete is protected from rain and flowing water
• Prevent plastic shrinkage
• Plastic cracks are filled by injection of epoxy resin.
48. • DESHUTTERING in simple means, the process of removing the shuttering
(Formwork for Concrete).
• Order and method of removing formwork:
• Shuttering forming vertical faces of walls, beams & column sides should be
removed first. Shuttering forming soffit to slab should be removed next.
• Shuttering forming soffit to beams, girders or other heavily loaded members
should be removed in the end.
• Factors considerd :
• Concreting is done under normal circumstances
• Cement used is Ordinary Portland Cement
• Adequate curing is done
• Ambient temperature is not fall below 15 degree
49. Time of formwork removal depends on the following factors :
Type of Cement
Rapid hardening cements require lesser time as compared to OPC (Ordinary
Portland Cement)
Ratio of concrete mix
Rich ratio concrete gain strength earlier as compared to weak ratio concrete.
Weather condition
Hydration process accelerates in hot weather conditions as compared to cold and
humid weather conditions.
50.
51. • Due to continuous use wooden planks & steel plates surfaces become uneven and
require maintenance.
• For wooden formwork use cardboard or plastic fiber board. Bolt hole places must
also be repaired.
• For steel formwork plates must be levelled by ,allet and loose corners must be
welded.
52. For normal works cost of formwork is about 30%-40% of the concretecost.
For special works cost of formwork is about 50%-60% of the concretecost.
Formwork cost is controlled by the followingfactors
• Formwork Material cost
• Formwork erecting cost
• Formwork removal cost
• Formwork jointing cost (Nails and Cables)
• Labour charges.
53. Formwork failures are the cause of many accidents and failures that occur
during concrete construction which usually happen when fresh concrete is
placed.
Generally some unexpected event causes one member to fail, then others
become overloaded or misaligned and the entire formwork structure collapses.
Improper stripping and shore removal
Inadequate bracing
Vibration
Unstable soil under mudsills, shoring not plumb
Inadequate control of concrete placement
Lack of attention to formwork details
Inadequate cross bracing and horizontal bracing of shores
Forms sometime collapse when their shores/ jack are displaced by the vibration
caused by: movement of workers & equipment on the formwork
54.
55. Material used for the construction of formwork must fulfil the specification.
Formwork is fixed firmly & properly
Construction area must be protected to prevent of formwork.
Warning sign must be put up at the area where the formwork is fixed to prevent
entrance of people that may damage the formwork.
The formwork must be inspected before the concrete is poured.