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Showing posts with label Construction Foundation. Show all posts
Showing posts with label Construction Foundation. Show all posts

Friday, April 27, 2018

How verticality of structure is checked during construction

It is essential to verify the verticality while building up the construction at various phases like setting up vertical formworks of columns and transmitting levels up succeeding floors of multi storey structures.

Different types of processes are used to manage or verify verticality works throughout building construction which are explained below :-

The following processes are followed to verify or manage verticality works:

1. Plumb-Bob Technique: Plumb-bob comprises of a weight having pointed tip on the bottom connected with the end of a string. The heavy weight will suspend under gravity and provide a perfect vertical line that is known as plumb line.

This process is useful for examining or managing vertical line of structural elements specifically indoors like lift shaft. With the addition to that, it gets the ability to manage verticality of foundation, walls, and columns.

The wind force affects the plumb line or vertical line of plumb-bob and it’s perfectness can’t be retained. Small to medium lateral movement of plumb-bob can be decreased favorably by moistening it in oil or water.

If structural member’s height is extensive, then the string can be substituted with a long wire, but persistent cautions should be plasticized to get rid of imposing risks to the personals working below.

2. Spirit Level Method: This tool is very suitable for managing verticality of small scale works as for instance verifying formworks and door frames. If spirit level is applied for approximate checks, then it becomes essential to examine the verticality with more precise technique.

3. Theodolite Method: Theodolite is considerably robust instrument that can be utilized to verify the verticality works throughout construction by maintaining exactness and correctness.

It is undertaken for examining or managing verticality of towers, wall, foundation and columns; specifically huge number of columns along a one grid line.

The slope out of plumb line of the member can be calculated with Theodolite in conjunction with a tape.

The following methods are applied to examine the verticality of column:

a. Arranging the digital Theodolite to the center on a peg that installed 500 mm from the column grid.
b. Once set up is completed properly, the laser beam will be activated and concentrated it to the steel tape that is retained to the formwork.
c. Obtain the reading of the steel tape via the telescope.
d. Obtain the readings of two positions at the equivalent level on both top and bottom levels of the formwork. With two readings at the equivalent level, it will be possible to recognize any curvature on the surface.


4. Optical Plummet Method: It is a useful tool that sight directly down or directly up. There is an automatic compensator in optical plummet that enhances its precision drastically concerning other methods applied for managing verticality.

Article Sourcetheconstructor.org

How verticality of structure is checked during construction

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Published By
Rajib Dey
www.constructioncost.co
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Wednesday, September 20, 2017

How to choose pile foundation on the basis of cost versus other foundations for construction project

Get detailed information on how to choose the pile foundations on the basis of cost vs. other foundations for construction projects and factors which impact the cost of pile foundation.

Sometimes, it becomes difficult for structural designer to take stable decision to select types of foundations like pile foundation or ordinary strip or mat foundation to be used for the structure.

The problem becomes acute while going to choose among pile foundation and traditional mat or strip foundation developed in a deeper level to fit a soil layer having desirable bearing strength.
There should be an indicator for all construction conditions under which the use of pile foundation is considered as inexpensive with reference to traditional strip and mat foundations.
This article will focus on the variations through which the decision for choosing of pile foundation over other foundation types can be taken without difficulty. This condition line is formed on the reasonably detailed cost appraisal of the foundation. The foundation cost is impacted by the following factors :-
Factors impacting the cost of Pile Foundation
Evidently, final decision for employing the type of foundation, cannot be taken on the basis of the calculation of excavation volume and concrete quantity of deep mat or strip foundation with regard to cost of piles that support the same load.

A cap is needed for Pile foundation. The density of the cap should be approx 45cm for two piles and 60cm to 120cm for two pair of piles. Plan dimensions of piling cap should be up to 2100mm2 for pile having diameter of 550mm.
With tie beams provided over one direction, the Pile caps are joined together using tie beams in more than one direction.
It is found that, the excavation cost of pile cap along with capping beams and tie beams is two times the cost of machine excavation in moderately large column bases. With the advancement of construction, the perfect structural design as well as stringent supervision is required for pile foundation.

To get more details, click on the following link theconstructor.org

How to choose pile foundation on the basis of cost versus other foundations for construction project


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Published By
Rajib Dey
www.constructioncost.co
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Monday, September 18, 2017

Benefits of Engineered Cementitious Composite (ECC) in Concrete Construction

The objective of engineered cementitious composites is to develop a robust and flexible material that can be utilized in various purpose where fiber reinforced concrete can’t be used. It is the newest concept.
The formation of cementitious materials with high ductility is useful for structural applications. The engineered cementitious composites contain properties of high strength concrete having improved tensile strain capacity.
Definition of Engineered Cementitious Composite
The components of engineered cementitious composite are identical to fiber reinforced concrete along with cement, sand, water, fiber, and a few chemical additives. Contrasting to the fiber reinforced concrete, the engineered cementitious composites do not contain huge volume of fiber.
The method for blending engineered cementitious composites is equivalent to that utilized for the normal concrete. The engineered cementitious composites are cost-effective as less fiber is applied and they retain the desired characteristics of strength and ductility.
The main variance in the properties of engineered cementitious composite and fiber reinforced concrete is that as soon as the engineered cementitious composite is cracked strain is solidified whereas the fiber reinforced concrete does not demonstrate such a behavior.
In fiber reinforced concrete, the crack forms with the crack of the fibers because of that the bearing strength of the stress is reduced. Besides, the engineered cementitious composites contain a high fracture toughness that has similarity with aluminium alloys, and the damage tolerance is tremendously high.
Usage Of Engineered Cementitious Composite
Engineered cementitious composites are utilized in shear elements which are dependent on a cyclic loading, in the mechanical components of the beam and column coalition, and for general structural repairs.
These composites are generally applied in structures which contain a high energy absorption, along with dampers, steel element joints and for hybrid steel connections.
Beside, structural applications, these compounds can be utilized as a shielding layer for enhancing the corrosive resistance of structures. Other probable targets of engineered cementitious composites contain underground structures, highway pavements, and bridge decks.
To learn more click on the following link brighthubengineering.com






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Published By
Rajib Dey
www.sketchup4architect.com
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Wednesday, September 13, 2017

Some vital points a site civil engineer should abide by

Least density of the slab should be 125 mm.
Absorption of water should not be over 15%
Lapping is unaccepted for the bars which contain diameter over 36 mm.
Longitudinal reinforcement should be not under 0.8% and in excess of 6% of gross C/S.
At least 4 numbers of bars should be used for square column and 6 numbers of bars for circular column.
Minimum density of the slab should be 125 mm.
Lap slices are not recommended for the bar greater than 36 mm.
Water absorption of bricks should not surpass 15%.
PH value of the water should not be under 6.
Dimension tolerance for cubes should be +2 mm.
Densities of different types of construction materials :-
Steel = 7850 kg/Cum
Cement = 1440 kg/Cum
Brick = 1682 kg/Cum or 1920 kg/cum
Sand = 1100 to 1600 kg/cum


To get these information online, watch the following construction video.


Read more

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Published By
Rajib Dey
www.constructioncost.co

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Wednesday, July 12, 2017

Foundation3D – A powerful construction tool for footing analysis and design

Foundation3D is a powerful tool that can be used for analyzing and designing spread and combined footing. The design of soil or pile supported foundation can be completed without any difficulty.
This tool is best suited for for creating the design of foundations for industrial equipment like horizontal exchangers and vessels, vertical vessels or towers, pipe racks and other plant supports.

By creating foundation design automatically, Foundation3D can constantly fulfill or outdo your project schedule requirements. Foundation3D facilitates to considerably enhance your productivity at each phase of your project ranging from equipment-specific automated load calculations to generating design sketches.
MAIN FEATURES:
• International Design Codes: Compatible with various international concrete design codes to finish the global projects successfully.
• User Defined Parameters: There are various customizable design options like concrete cover, pile arrangement and lots others to facilitate fulfilling different types of project specifications.
• Load Generation: Computes different types of equipment loads along with wind loads instantly and precisely to save significant times for load calculation.
• Load Cases and Combinations: Produces load cases and combinations for equipment foundation design which are mostly utilized and reduce major design time
• Soil/Pile Supported Designs: Accomplishes both soil and pile supported foundation designs in an collaborative surrounding facilitating you to explore with various “what-if” scenarios for getting best solution
• Analysis/Design Modes: Provides supports to both analysis and design modes for successful execution of your grass-roots or revamp projects, minimizing the total cost of ownership
• Numerous Foundation Components Design: Accomplishes the design process of several elements concerning a foundation like pedestals and footing, saving you the cost of learning multiple software solutions
• Rebar Layouts: Produces the layouts of rebar in pedestals and footings with customization options
• Material Quantities: Creates the material quantities to produce perfect cost estimates to your customers each time, at each stage of the project
• Detailed Design Sketches: Creates a detailed design sketch along with foundation plan, elevation, and sections, facilitating you to sum up the finalized design efficiently

• 2D Drawings: Collaborates with most recognized CAD engines to deliver 2D construction drawings, allowing you to control your design-drawing environment and human resources competently
• 3D Models: Collaborates with robust modeling tools to produce 3D models of the completed foundation design, facilitating you to fulfill or outdo compressed, variable project schedule requirements
• Multiple Reporting Options: Produces various types of customizable reports for your internal or client requirements
• Import Wizard: Imports support geometry and reactions from any superstructure software solution to execute foundation design instantly, enhancing your productivity.

Foundation3D – A powerful construction tool for footing analysis and design


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Published By
Rajib Dey
www.constructioncost.co
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Saturday, July 1, 2017

Brief explanation of welded connection of single angle section with gusset connection

In this construction video tutorial, one can learn how to follow IS 800-2007 limit state method for developing the welded connection of the single angle section that contains gusset connection.
You will learn what exactly a welded connection is in tension members. When two members in a structure are associated using the welds, such a connection is defined as welded connection.
The elementary types of welded connections are categorized on the basis of the types of welds, position of welds and type of joint.
Depending on the type of weld, welds are categorized into fillet weld, groove weld (or butt weld), plug weld, slot weld, spot weld etc.
Welding facilitates transmission of stress directly among members removing gusset and splice plates which are essential for bolted structures. Therefore, the weight of the joint is lowest. Toward tension members, the nonexistence of holes enhances the effectiveness of the section. It includes fewer fabrication cost with regard to other methods because of execution of fewer parts and removal of operations like drilling, punching etc. and subsequently fewer labor resulting in cost reduction.
Single-angle compression members belong to simple structural components. It is very complicated to make analysis and design of these members. These members are generally associated with other members through one leg only. Therefore, the load is employed eccentrically.
A gusset plate is made of a thick sheet of steel used for linking various structural steel elements like beams and girders to columns as well as uniting truss members. The gusset plate is set up at the juncture of two or more adjoining beams, chords, or columns. It is tied to each steel framing member with bolts, rivets or welding or an amalgamation of the three. The objective of the gusset plates is to connect the steel together as well as provide strength and support to each joint. These are mostly found in bridges and buildings as well as other structures.

Watch the online demonstration.

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Published By
Rajib Dey
www.constructioncost.co

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Tuesday, June 13, 2017

Types of footings with diagrams

This is a nice video presentation from Parag Pal, the renowned civil engineer. In this video, Mr. Parag gives brief explanation about types of footings mostly utilized in construction. The types of footings range from isolated footings, mat footings, strap footings, combined footings. All the footings are demonstrated with their diagrams.
Footings are considered as the most vital parts in various foundations like bridges.
Isolated footings - Isolated footings are used in normal home, house constructions. When footing is arranged to provide support to a distinct column, it is known as “isolated footing”. It belongs to circular, square or rectangular slab having identical thickness.
Combined footings - When two or more columns in a straight line are passed on a single spread footing, it is known as a combined footing. It is generally utilized when the two column are very adjacent to each other so that their individual footings would coincide.
Strap footings - A strap footing is a constituent of the foundation of a building. It is one sort of combined footing that contains two or more column footings attached with a concrete beam. This type of beam is known as a strap beam.
Mat/Raft foundation or mat footings - A big, dense, generally reinforced concrete mat that delivers loads from various columns and walls, to the foundational rock or soil. It is called raft foundation.

For online demonstration, watch the following video.

Read more

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Published By
Rajib Dey
www.constructioncost.co

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Tuesday, May 23, 2017

Variation among pad foundation, strip foundation and raft foundation

Shallow foundation is generally described as foundation that contains founding level below 3m from ground surface. Alternatively, when the breadth of the lower most part of the foundation is more than the depth of the lower most part of the foundation from the uppermost of the soil, i.e. Ground Level then it is defined as a Shallow Foundation. It transmits building loads to the earth adjacent to the surface. Shallow foundations comprise of spread footing foundations, mat-slab foundations, slab-on-grade foundations, pad foundations, rubble trench foundations and earthbag foundations.

Pad foundation stands for the foundation that is specifically developed for retaining concentrated loads out of a single point load like structural columns. Pad foundations are specifically designed to provide support to individual or multiple columns, scattering the load to the ground underneath. They are usually square or rectangular in plan, the plan area is defined by the allowable bearing pressure of the soil. The shape in plan will be determined by the arrangement of the columns and the load will be transmitted into the soil.
The thickness of the slab should be adequate to make sure that distribution of the load is perfect. The top of the pad should have been sloping (i.e. the pad is denser in the centre as compared to it is at the edge). It provides a cost-effective solution, though there are construction issues which are associated with casting the slope.

Strip foundation is utilized to provide support to a line of loads like load-bearing walls. As for example, closely-placed columns deliver the imperfect application of pad foundation and strip foundation may be a good choice.
Raft foundation comprises of a concrete slab which expands over the entire loaded area in order that loads from whole structure are expanded over a broader area that results in minimizing of the stress of foundation soils. Besides, raft foundation is useful for resisting differential settlement.



Variation among pad foundation, strip foundation and raft foundation

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Published By
Rajib Dey
www.constructioncost.co
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