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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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(8): 78-81

HUANG Min, DUAN Jingmin, MAO Qingchao, WANG Jiakai. SEISMIC DYNAMIC RESPONSE ANALYSIS OF TWIN TUNNELS WITH DIFFERENT LINING STIFFNESS IN MOUNTAINS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 39-46,63. doi: 10.13204/j.gyjzG21040603

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

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

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References(6)

References

熊进刚，李艳. 带结构转换层的高层建筑结构设计[J]. 南昌大学学报，2002，24(4) :15-18.

[2] 李永贵. 高层建筑钢筋混凝土梁式转换层施工技术研究[D].长沙:湖南大学土木工程学院，2006:4-10.

[3] 施炳华. 探讨扣件式钢管脚手架的稳定计算问题[J]. 施工技术，2004，33(2) :21-22.

[4] 杜荣军. 脚手架设计与计算的一般方法(下) [J]. 建筑科技情报，1994(4) :1-6.

[5] 杜荣军. 脚手架结构的稳定承载能力[J]. 施工技术，2001，30(4) :1-5.

[6] 胡长明. 扣件连接钢结构试验及其理论研究[D]. 西安:西安建筑科技大学，2008:117-122.

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