Complete Construction of RCC Design

Construction of RCC design

Construction of RCC building required some of paperwork before the start of Actual construction The very first stage is preparation of drawings as per requirements of client, once drawings are completed, approval of drawings is important of drawings from both architect as well as structural engineer the next step, is marking of plat boundaries, you cleaning a plot site preparation sis of clearing away the trees from your building site this involves the removal of trees roots and other vegetation from the building site after cleaning the site plot marking of plot should be done as per drawings.

 

Excavation 

Guttural and junior will be needed to determine the depth of the excavation the depth will vary as per building depending upon soil strata excavation should be carried out as per the drawings defined lengths and widths excavation is to be done by the JCB.

Excavation is the process of removing earth to form a cavity in the ground in the construction industry.

Excavation can be done manually on small sites or in confined spaces using tools like picks, shovels, and wheelbarrows. Larger-scale excavation will necessitate the use of heavy machinery such as bulldozers and backactors. See Excavating plant for more information.

 

Types of Material

The material being excavated is a common method of classification:

 

Excavation of topsoil

This entails removing the exposed layer of the earth's surface, including any vegetation or decaying matter that could compress the soil and render it unsuitable for bearing structural loads. The depth varies depending on the site, but it is usually between 150 and 300 mm.

 

Excavation of the earth

This entails removing the soil layer directly beneath the topsoil. The removed material is frequently stockpiled and used to build embankments and foundations.

 

Excavation of rocks

This is the excavation of material that cannot be excavated without the use of special excavation methods such as drilling (by hand or with heavy machinery) or explosive blasting.

 

Removing muck

This is the removal of excessively wet material and soil that cannot be stockpiled.

 

Unclassified Excavation

This is the removal of a mixture of the materials listed above, such as when it is difficult to distinguish between them.

 

Excavation goal

Excavation can also be classified based on the work's purpose:

 

Excavation by cut and fill

This is the excavation process in which the material that is cut or stripped is removed. The removed topsoil and earth can be used to fill embankments, elevated sections, and other structures. It can also be used to create a level surface on which to build by 'cutting' and moving elevated sections of the site to 'fill' lower sections of the site.

 

Excavation of trenches

A trench is an excavation where the length greatly outnumbers the depth. Shallow trenches are typically less than 6 m deep, while deep trenches are greater than 6 m deep.

Trench or footing excavation is commonly used to create strip foundations, buried services, and other structures. The technique and plant used to excavate, support, and backfill the trench are determined by factors such as the trench's purpose, ground conditions, trench location, number of obstructions, and so on.

 

The following are some of the most common techniques:

·         Full depth, full length: Suitable for long, narrow, shallow-depth trenches such as pipelines and sewers.

·         Full depth, successive stages: Suitable for deep trenches where work can be done in stages to reduce the risk of collapse.

·         Stage depth, successive stages: Suitable for very deep trenches in confined spaces, as well as deep foundations and underpinning.

 

Excavation of the basement

A basement is a portion of a building that is partially or entirely below ground level.

 

Over Excavation

Excavation that extends beyond the required depth for the formation of a below-ground structure due to the presence of unsuitable material that must be removed.

 

Excavation of a road

This usually entails topsoil removal and cut-and-fill. See Road Construction for more information. excavation of a bridge This typically entails the removal of material for bridge footings and abutments. The work can be divided into three categories: wet, dry, and rock excavation. Underwater excavations may necessitate the use of specialised drill and blast techniques.

 

Dredging

Dredging is the process of excavating and removing sediments and debris from beneath the water's surface, typically from the bottoms of lakes, rivers, and harbours.

 

PCC 

After the excavation the surface is leveled PCC poured over leveled surface Foundation shuttering shuttering arrangement for foundation is to be made once PCC is done shuttering for foundation is placed it should be strong enough to withstand all types of dead and live loads foundation bars foundation bars shall be laid on the surface main bars and distribution bars shall place as per drying column bars.

made four column bars with links as per drawings alum steel and foundation steel to be tied properly to avoid joint cracks reinforcements shall be as per bar bending schedule prepared according to drying the reinforcement shifting and binding shall be started as soon as shuttering is completed reinforcement bindings shall continue with shuttering work as progresses concrete work and foundation a foundation is a poured concrete pathway that is used to spread the weight of the building from the foundation to the soil 

it is very necessary to check the levels of foundation before concrete work depth of foundation varies from 1.5 to 2 meters shuttering removal the foreign work removal procedures should be supervised by the engineer to ensure that quality of hardened concrete and structural member that is it should be free from on has minimum casting defects such as honeycombing size on shape defects etc these defects and concrete influence the strength and stability of structure thus immediate repair works can be done or the members can be rejected backfilling once the foundation is completed backfilled the remaining excavated area.

 

Around foundation with soil backfill provides stability to the building a euro trade Magas foundation beam reinforcement shall be as per drawings top bars bottom bars and stirrups to be placed with proper development length joints and the beams shuttering should be tight against leakage of cement grout construction of shuttering should permit removal of various parts and desired sequences without damage to the concrete beam concreting beam is poured with concrete with great mentioned in the drawings the positioning of reinforcement should be properly aligned shuttering parts and connections should be arranged in a way that makes foreign work removal easy and simple prevents damage to concrete and formwork panels so that it can be reused without extensive repair slap concreting great slab requires no

reinforcement is its resting on ground strata itself top of plinth beams and great slabs should be at the same level column shuttering columns shuttering should be rigidly constructed and efficiently propped embraced both horizontally and vertically so as to retain its shape the shuttering should be said accurately to the desired line and levels should have plain surface column concreting after the concreting of footing is complete immediately in a day or two starters for column should be casted with proper alignment columns of very important members in RCC design wrong placing of column may affect the overall behavior of structure concreting of RCC columns should start from the center of vertical bars and go towards the ends during removal shuttering should not be removed until the concrete has developed sufficiently strength to support all loads placed upon it the separation of forms should not be done by forcing it may damage the hardened concrete beam reinforcement beam reinforcement shall be as per drawings slab reinforcement slab reinforcement shall be as per drawings main bars and distribution bars shall be placed as per design slab reinforcement should be properly anchored with beam bars slab shuttering beam bottom is first laid on the column and then slapped shuttering his late beam and slab levels should be maintained as per drying slap concreting after the concreting of column beam and slab concreting shall start monolithically the top of floor beam and slab shall be maintained as per levels slab shuttering removal special attention is required for shuttering removal of flexible members such as beams and slabs as these members are subjected to self-load as well as life Lord even during construction they may deflect if the strength gained is not sufficient to handle two loads shuttering should not be removed until the concrete has developed sufficiently hardness.

 

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