Sunday, August 12, 2018

PRECAST METHOD OF BRIDGE CONSTRUCTION




PRECAST METHOD OF BRIDGE CONSTRUCTION

Precast Method of Bridge Construction:

(i) Precast Beams:
Precast beam decks are generally used for short span bridges ranging between 5m to 50m – these may be railway or motorway bridges. Standard inverted tee beams or M-beams are chosen and positioned by crane.
Where precast beams are considered for a motorway bridge construction, the bridge cross-section for a typical carriageway will generally consist of four beams. Erection time of such bridge should have a rate of construction of four beams per day. A cast-in-situ slab top deck is normally used with an expected rate of construction of one span a week.
(ii) Precast Decks:
Precast deck construction is often used for the construction of long viaducts. It is a time saving method which is beneficial for long bridges where construction time for the final completion stage is tight.
Precast Decks
A long viaduct can have a complete precast deck speedily placed with this method. The decks are positioned using either a large crane or purpose made gantry. A rate of construction of two spans per day is considered normal where a gantry system is in use, if this pace is maintained a one kilometer deck can be placed in three weeks.
However, if this method of construction is chosen it is imperative that the engineer has clearly organized the deck construction schedule. The speed of this method depends on the timely delivery of prefabricated decks, the engineer and deck contractor must set out a rate of construction which allows the supplier to produce a sufficient decks to time while the deck contractor must be ready to place and store decks on receipt of delivery.
(iii) Precast segmental decks:
Precast segmental deck construction is used for long bridges where the deck depth is difficult for cast in situ construction. Box girder deck segments are generally used where the segment can be 2m or less deep, between 2.5m and 4m long carrying a deck upto 15m wide are generally used.
Precast segmental decks
Where in-situ post-tensioning is favoured the segments can be prestressed either internally or externally. Internal tendons must be protected from moisture attack.
The repetitive nature of this method allows for a variety of modern placement techniques to be used, though balanced or free cantilever about a pier is a preferred choice. With this method a crane or self launching gantry system can place upto six segments per day.
The rate of construction for internally prestressed segments is considered to be a span per week. If externally prestressed tendons are used it should be feasible to complete three spans per week.


Different Cast-in-situ Methods of Bridge Construction


Different Cast-in-situ Methods of Bridge Construction


Cast-in-situ method of construction of bridges is a flexible method in which the demands of more unusual geometrical shapes can be easily coped with. Cast-in-situ methods are adopted when it is hard to transport the fabricated pars due to size or unreachability etc.

Different Cast-in-situ methods

The construction of a bridge can be done by the following methods. Each of the following methods can be implemented in different ways. But here we are discussing about the implementation of following methods with cast-in-situ techniques.
  1. Incremental launching method
  2. Balanced cantilever method
  3. Cast-in-Situ Post tensioned method

1.Incremental Launching Method

Incremental launching method is the one in which cast in situ technique is adopted. It is highly mechanized method which saves time and budget. It is generally preferred for the construction of multi span post tensioned bridges.
In this method, bridge piers are built first in required alignment. Then the superstructure part to be built is dived into number of sections. Now an area behind the one of those abutments is selected. In this stationary area, a setup is made to cast the one section of bridge superstructure.
After the casting of one section, it is pushed along the bridge axis using jack system or friction launching system which is arranged prior to the casting of structures. Similarly, all the sections are casted in site and moved forward along the bridge alignment.
Fig 1: Incremental Launching Method of Bridge Construction
To lower the bending moment or cantilever moments in the super structure while moving, a launching nose made of steel trusses is attached to the front of bridge deck. The alignment of bridge should studied carefully. It should be straight or if it involves curves, then the curvature must be constant.
The presence of casting bed is on the ground which is easily reachable so, this method provides better safety as well as reduces the cost of transporting and lifting. High quality finish can be obtained since the work is done on the good casting platform.
Fig 2:Bridge Constructed Using Cast-in-situ Incremental Launch Method

2.Balanced Cantilever method

Balanced cantilever method is the advanced method of all construction techniques since it does not require any temporary structures for support. The bridges of greater heights can also be built using balanced cantilever method without falsework.
Cast- in –place technique for balanced cantilever method of bridge construction is preferred when the bridge is long and contains irregular span lengths. When there are irregular span lengths then the depth of girder will vary for each span length.  The molding of girders of varying depth in different depth molds is uneconomical. Hence, cast-in-situ method is preferred for this situation.
At first piers are constructed which are fixed positions for cantilever part. From fixed point, cantilever part is constructed without any temporary support using staged cast-in-situ construction. This is done on both sides of the piers so, it is called balanced cantilever method of construction.
Fig 3: Cast-in-situ Balanced Cantilever Method of Construction

3.Cast-in-Situ Post Tensioned Method

Cat-in-situ Post tensioning method of bridge construction is more demanding method because of its durability and applicability to complex bridge curves etc. In this method along with concrete and reinforcement, steel strands or tendons are also used to introduce post tensioning.
When the formwork is prepared, strands are arranged with in the reinforcement and concrete is filled. After the hardening of concrete, the strands which have been passed through the concrete are pulled by the jack up to certain tensile force which was pre-determined. Now, the steel stands should be locked.
This type of construction increases the load carrying capacity of bridge and improves the durability of bridge. Post tensioning eliminates the use of intermediate supports for long span bridges.
Fig 4: Arrangement of Tendons Before Concrete Filling In Post Tensioning Method of Bridge Construction

Advantages of Cast-in-Situ Construction Methods

  • This method does not require any heavy lifting equipment or transporting equipment since the casting of super structure is done in the required position.
  • The superstructure is safe from transportation and lifting damages.
  • It is the best method to construct a bridge in Inaccessible areas.
  • This method is used for Cost effective construction of solid, voided or ribbed reinforced concrete slab bridges.
Fig 5: Cast-in-situ Concrete Filling

Disadvantages of Cast-in-Situ Construction Methods

  • It is time consuming as compared to precast construction methods.
  • If the bridge is constructing over water bodies, severe damage may occur to the unset concrete during flood conditions.
  • This method requires large number of workers and requires skilled suprvision.
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lanning for Bridge Construction including Sequence and Steps of Planning




Planning for Bridge Construction including Sequence and Steps of Planning

Planning for bridge construction is required as it has huge impact on life of people. Social, scientific and technological dimensions for bridge construction must be considered.

The decision of providing a bridge across any barrier is to facilitate the community residing on either side of the project. Some major bridges bring benefits to the whole country; for example, the bridges constructed across the river Ganga or the Brahmaputra in India. Another example is the Honshu-shikoku connection, that has bridges across many islands in Japan. This unique structure construction also benefits more than one country, as in the case of the Oresund link, that is constructed across the Baltic ocean.
Planning for Bridge Construction

Three Dimensions of Planning for Bridge Construction

There are three dimensions that are involved in the planning of any mega project like a bridge. This is considered as an initial step towards the planning of structures, that would finally bring up with a project that would be advantageous to the community in all aspects. The three dimensions are:
  • Scientific Dimension
  • Social Dimension
  • Technological Dimension

Scientific Dimensions for Bridge Construction

There exist certain laws for nature, based on which every structure constructed must perform. Scientists explain these natural forms and the existence of these laws with the help of certain inter-relations between certain elements.
In one or the other form, the scientists or the engineers make use of pre-existing technologies in nature, that the only difference is the method they used to undergo.
Various scientific developments that are made by the engineers based on these; like bringing different alternative materials by chemicalanalysis, physics – to observe and analyze the dynamic behavior of the structure; Mathematics– used to analyze and determine the forces and the stresses. Hence efficient structures are evolved with the help of the scientific dimension.

Social Dimension for Bridge Construction

Enhancement of quality of life of the people, are greatly facilitated by the bridge construction. These structures improve the mobility of people as well as the material. This dimension helps to realize the pros and cons of such construction and their related precautions.
Such a huge construction brings changes to the society and the people, but also bring adverse changes to the environment. It is not only required for the bridges to satisfy the need of mobility and the future demands but also must satisfy the problems related to noise, pollution, during and after construction.
As the structure is the for the welfare of the whole community, the people are also committed and responsible for bringing their contribution to this welfare in the form of taxes, levies or in the forms of tolls. This would help in looking the construction as a cost benefited work and as a means of economic development.
The above considerations come under the social dimension. There are also chances for the incorporation of political dimension with the social dimension. This arises in the situation of choice of location or the facility, or in prioritizing the needs for the welfare of the economy.
The social dimension has a direct close connection with the scientific and the technological dimension.

Technological Dimensions for Bridge Construction

There have been many technological developments over decades in the field of new structures, methods of construction and materials, as an alternative for rare ones and in bringing new machinery that works over human workers.
This technology has helped in bringing and refining alternatives in the bridge construction. Now instead of bricks, steel, cement etc., construction are carried out by glass fibers, carbon fibers etc.
Going through such innovations in technologies, the first FRP material constructed bridge was in China in the year 1982. It composed of five box girders with a clear span of 20.4m.
The development of carbon fiber reinforced polymer i.e. CFRP cables, that gain a strength of 3300Mpa and modulus of elasticity of 165GPa, was also made. The Winterthur Bridge in Switzerland, make use of such cables. Two cables out of twenty-two are made of this material.
The steel is available with higher capabilities, like high strength varying from 60MPa to 100MPa, that have remarkable ductility and corrosion resistance. These had led to the new construction choices in arches, cable supported structures, slender structures and longer spans.
The accurate behavior of structures is clearly analyzed with the help of new techniques of scale models, computers for huge analysis and aerodynamic studies.
With the development of new heavy vehicles with huge capacities, the engineers are forced to construct the bridges with higher capacity. This will influence the strength and the dimensions of the bridge and affect the maintenance related to the same.
All these bring up a higher impact on the environment, in the form of air pollution, higher depletion of natural resources. These massive structures make use of huge amount of concrete, which in turn make use of aggregates from nature.
When it comes to the concern of a structural engineer, the scientific dimension comes to be the primary criteria. But he must balance with the other two dimensions i.e. the social and the technological dimension.
This concludes that he must evolve a structure that is acceptable socially at the same time economic, durable and efficient. This depends on how he chooses the technological dimension, which must be conducted at the conceptual stage of the project.

Planning Sequence for Bridge Construction

The planning sequence for the construction of a new highway or a railway project is a major part of the project planning. Based on the complexity of the barrier across which the bridge must be constructed, the detailing of the project planning increases, because more investigation must be carried out. In general, the major steps that are involved in the planning for the construction of a new project is mentioned below:
  1. Identifying the need for the bridge
  2. Assessment of traffic possible and required in the area proposed to construct the bridge
  3. Study the location
  4. Study of all possible alternatives
  5. Refining and short listing all possible alternatives
  6. Identifying conceptual plans for the alternatives. This involves finding the materials, the arrangement of the span and the form.
  7. Preliminary design and the cost estimation
  8. Evaluating the alternatives, its risk and the final choice of decision
  9. Resource source identification by detailed surveying
  10. Implementation with the help of bidding documents. This is followed by carrying out by fixing the agency, the construction details, and their commissioning.

Different Stages of Planning in Bridge Construction

The major steps that are involved in the planning for bridge construction are:
1. Study on Need for Bridge
2. Traffic Assessment
3. Location study
4. Reconnaissance Study
a) Study of alternatives
b) Feasible alternative study
5. Preliminary Engineering
a) Developing plans
b) Preliminary design and costing
c) Evaluation of alternatives, risk analysis, and final choice
6. Detailed Project Report
7. Implementation
A brief idea on each stage is explained in the following section.

1. Study on need for Bridge

The decision of having a new bridge in an area is taken as a part of development of the society. This facilitates the feasibility of linking the cities and towns, which gain more importance in the overall growth of a nation. Their need is studied based on the socio-economic viabilities.

2. Traffic Assessment for Bridge Construction

An assessment of the traffic type and its quantum is necessary to decide the following factors:
  • Number of lanes on the road or the railway tracks
  • The geometric design parameters
  • Benefits acquired by the society
The data collection for this must be done carefully so that a proper idea on how the traffic pattern, the growth strategies such as agricultural, industrial as well commercial developments are influenced. The bridge construction has a huge investment at the initial stages. Once completed, a small variation or renovation is not recommended.
So, it is advised to bring a design that considers the future capacity requirements and traffic factors. The traffic assessment study should be considered the following factors into consideration. This mainly is carried out with the help of a traffic planner or an Economist.
  • The traffic composition, in terms of light and the heavy vehicles
  • The maximum and the minimum speed requirements
  • The annual growth rate and their variations
  • The design life of the bridge

3. Location Study for Bridge Construction

While having a location study and fixing the location of the bridge, it is very essential to consider the need and the location of cross drainage works if any. The cross-drainage work is said to have 15 to 20 % of the overall project cost if it must be implemented. Hence before choosing the alignment for bridge construction, it is necessary to determine all the possible CD works and its effect. The following factors are considered reliable in fixing the location of the bridge.
  • Location chosen over a stream with no bends or meanders. It will be straight in reach.
  • A stream with no branches or tributaries
  • The location being confined with properly defined banks
  • If the bridge or the culvert is with the road approach, on either side having maximum extent
  • If the crossing is normal to the alignment of the road and angle of skew is necessary, limit it.
Other than the above-specified conditions, the major river crossings of the bridge construction should satisfy the following conditions:

a) River regime

The river upstream must be straight. If there is bend in the downstream, it must be avoided. The river in the reach must be free from whirls, excess current due to eddies. The channel in reach must is narrow and well defined. The river regime should have inerodable banks that are firm. If there are no inerodable banks, over gorging, guide banks in dry locations also must be provided.

b) Approaches

During floods, the approaches must be secure from flood attacks or any major spills. High expensive approach construction must be avoided. It is recommended to pass through built-up areas, or high hills or through major basin or religious structures.
The approaches have a reasonable proximity to the main road. It should not let construction of costly connecting link.
The ideal approach will avoid the construction under water that is highly costly and uneconomical. They should help in a way to bring lesser maintenance to the whole system, hence increasing the life period of the bridges.

4. Reconnaissance Survey for Bridge Construction

This is a pre-feasibility study, which studies the entire reach of the river, that must be crossed; to find out best and suitable position for bridge location. The factors each site satisfies are taken as lists and each is analyzed individually, from which the best consideration is chosen.
The final number of feasible sites must be refined down to three or four, this can be done only by going in detail of each site and refining the most suitable ones.
During this stage, maps are used to locate theses feasible sites. The direct assessment of the site is made to understand the location features (local criteria), studying the existing and growth of traffic with the help of surveys, knowing information from the people residing, simple routes and short cuts in the area, river flow and its spread are also studied.
A feasibility study on the economy of cost, the duration of construction, the sources of resources are also assessed. Now the whole information is gathered and a comparison is made. Based on the discussion and refinement, the best feasible site for implementation is chosen.

5. Preliminary Engineering for Bridge Construction

This stage of planning can be called as a techno-economic feasibility study. Here, the technical details related to the bridge construction is studied in a detailed manner, to bring all possible alternatives to proceed the construction.
Mainly it is found that the total cost of the project is plus or minus 15% of the cost that is estimated at this stage of planning. To process the technical study, minimum level of field study and measurements, the location study, and related parameters must be done.
This study carried out at the bridge construction site should bring the following tabulated content details:
  1. The total length of the bridge
  2. The length of approaches
  3. If detours are present, their respective savings
  4. The anticipated volume of traffic
  5. The distance to the nearby city or town from the site
  6. Expected bridge project period
  7. The nature of stream flowing into the site
  8. The nature and behavior of soil strata for foundation
  9. The construction problems existing with bridges or approaches
  10. Maintenance for the bridges or approaches if any
  11. The internal rate of return or the cost benefit ratio
  12. The impact on the environment
For each element that is noted, must be assigned with a certain amount of scoring and weightage, that would finally help in choosing the best site.

7. Detailed Project Report of Bridge Construction Planning

This stage is the final stage of planning in the bridge construction, before the commencement of the construction work. Full investigation from the roots is taken and documented. The investigations conducted are:
  • Ground survey
  • Soil exploration- foundation details
  • Hydrological data
  • Model studies and analysis

METHODS OF BRIDGE CONSTRUCTION




METHODS OF BRIDGE CONSTRUCTION

Before a bridge can be built an appropriate method of construction must be chosen. The decision is made by the design team. The principle factors considered by the design team when chosing a suitable method of construction are given below:
  1. The scale of the bridge
  2. The obstacles to be crossed
  3. The regularity of the span lengths
  4. The horizontal and vertical profiles of the bridge decks
  5. The nature of the soil strata
  6. The local weather
  7. The local cost of materials
  8. The local labour market
  9. The accessibility of the site
  10. The time allowed for construction.

BRIDGE CONSTRUCTION
Following are the methods of bridge construction:
1. Cast instu- method of bridge construction
2. Balance cantilever
3. Precast method
4. Span by span casting
5. Incremental launching
6. Cable stayed
7. Arch method