STABILITY CAPACITY OF R． C TRANSFER FLOOR FALSEWORK

Qin Jianjian; Zeng Fankui

doi:10.13204/j.gyjz201008018

Volume 40 Issue 8

Dec. 2014

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Qin Jianjian, Zeng Fankui. STABILITY CAPACITY OF R． C TRANSFER FLOOR FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 78-81. doi: 10.13204/j.gyjz201008018

Citation:

Qin Jianjian, Zeng Fankui. STABILITY CAPACITY OF R． C TRANSFER FLOOR FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 78-81. doi: 10.13204/j.gyjz201008018

Qin Jianjian, Zeng Fankui. STABILITY CAPACITY OF R． C TRANSFER FLOOR FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 78-81. doi: 10.13204/j.gyjz201008018

Citation:

Qin Jianjian, Zeng Fankui. STABILITY CAPACITY OF R． C TRANSFER FLOOR FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 78-81. doi: 10.13204/j.gyjz201008018

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STABILITY CAPACITY OF R． C TRANSFER FLOOR FALSEWORK

doi: 10.13204/j.gyjz201008018

Qin Jianjian¹,
Zeng Fankui²

1.
1. Nanjing Guangjian Design Engineering Co.Ltd,Nanjing 210044,China;
2.
2. College of Architectural Engineering,Qingdao Agricultural University,Qingdao 266109,China

Received Date: 2009-11-06
Publish Date: 2010-08-20

Abstract

Abstract

Slab transform floor of the high-rise building is an important part of building, formwork supporting system is pivotal, because it has direct relation to the quality of engineering construction. By exploring the selection of model for R. C transfer floor fastener falsework, it is conducted a numerical analysis of stability capacity of falsework. The paper described the various bars on the falsework internal force distribution and the effect of bracing angle on the overall stability of the bearing capacity and preventive and improvement measures are also proposed. Which provides a pratical guide for design and construction of conversion layer on falsework, and a reference for similar projects.
- R. C transfer floor,
- fastener falsework,
- stability capacity