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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:10.55041/IJSREM16825

U-BOOT CONSTRUCTION TECHOLOGY

Stream/Area:

-

Subject:

-

Paper ID:

10.55041/IJSREM16825

Volume:

6 |

11 |

Nov 2022

Pages:

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM16825

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

KC

Kandukur Chandrasekhar

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Abstract

U-boot betons is a formwork made of recycled polypropylene, designed to create lightened intermediate slabs and raft foundations in reinforced concrete. The use of U-boot formworks permits to build specific mushroom slabs: the mushroom is part of the slab thickness. U-boot remains dip into the concrete casting. Thus, a grid of orthogonal beams, superiorly and inferiorly closed by plane slabs of different heights, is obtained without executing two distinct concrete castings, all that implies a remarkable saving of concrete and reinforcement. A simply supported reinforced concrete beam has two zones, one above neutral axis and other below neutral axis. The region below neutral axis is in tension and above neutral axis is in compression. As concrete is weak in tension, steel reinforcements are provided in tension zone. The concrete below the neutral axis acts as a stress transfer medium between the compression zone and tension zone. Polythene u boots of varying sizes of 50*50 mm, 60*60 mm & height of 40 cm, thickness of 10 cm at 5 cm, 10 cm, 15 cm spacing u boots are placed in compression zone. Hence the usage of concrete in beams and self-weight of the beams gets reduced considerably. The Load carrying capacity, Deflection of beams and crack patterns were studied and compared with conventional reinforced concrete beams.

KEYWORDS

Orthogonal Slab U- Boot Mushroom slab

Cite This Article

Kandukur Chandrasekhar, "U-BOOT CONSTRUCTION TECHOLOGY," International Journal of Scientific Research in Engineering and Management, vol. 6, no. 11, Nov 2022. https://doi.org/10.55041/IJSREM16825

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Publication Date

11/14/2022

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Double-Blind Peer Review

Review Rounds: 2

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