STRUCTURAL SAFETY STRATEGIC THINKING AND DESIGN METHOD OF HIGH FORMWORK SUPPORT

She Buyin; Guo Zhengxing

doi:10.13204/j.gyjz201101001

Volume 41 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(1): 1-5,36

Zhang Jiayuan, Wu Yun, He Peng. RESEARCH ON FATIGUE LIFE OF CFST TUBULAR JOINTS BASED ON BILINEAR MODEL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 122-125. doi: 10.13204/j.gyjz201011029

Citation:

She Buyin, Guo Zhengxing. STRUCTURAL SAFETY STRATEGIC THINKING AND DESIGN METHOD OF HIGH FORMWORK SUPPORT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 1-5,36. doi: 10.13204/j.gyjz201101001

Zhang Jiayuan, Wu Yun, He Peng. RESEARCH ON FATIGUE LIFE OF CFST TUBULAR JOINTS BASED ON BILINEAR MODEL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 122-125. doi: 10.13204/j.gyjz201011029

Citation:

She Buyin, Guo Zhengxing. STRUCTURAL SAFETY STRATEGIC THINKING AND DESIGN METHOD OF HIGH FORMWORK SUPPORT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 1-5,36. doi: 10.13204/j.gyjz201101001

PDF( 0 KB)

STRUCTURAL SAFETY STRATEGIC THINKING AND DESIGN METHOD OF HIGH FORMWORK SUPPORT

doi: 10.13204/j.gyjz201101001

She Buyin¹,
Guo Zhengxing²

1.
1. Nantong Vocational College,Nantong 226007,China;
2.
2. Southeast University,Nanjing 210096,China

Received Date: 2009-10-09
Publish Date: 2011-01-20

Abstract

Abstract

For application purposes,based on the existing research results and experimental analysis and engineering experience,it was analyzed the high formwork support inner properties,lateral stability of single upright stanchion and the entire system.Hierarchical design,selecting the hinged framework support calculation model,calculated according to the actual load were put forward.The material coefficient impacted by the initial flaw and the importance coefficient of structures were presented.Its also proposed safety strategies,such as construction of invariable structure system of geometric member by building rigid unit structure and rigid layer and the rigid surface,promoting acceptance qualification certificate systems,retaining redundant degree security and improving high formwork supporting system etc.
- high formwork support,
- safety strategy,
- design method

FullText(HTML)

References(6)

References

BS 59751996Code of Practice for Falsework[S].

[2] 杜荣军.扣件式钢管模板高支撑架的设计和使用安全[J].施工技术, 2002, 31(3):3－8.

[3] 施炳华.建筑施工现场模板支架与脚手架的设计计算[J].建筑科学, 2007, 23(7):81－85.

[4] 郭正兴, 陈安英.基于反分析理论的扣件式钢管支模架节点刚度试验研究[C]//中国建筑学会施工学术委员会模板与脚手架专业委员会2007年会论文汇编.北京:模板与脚手架专业委员会, 2007:25－34.

[5] 陈安英, 郭正兴.扣件式钢管高大支模架坍塌事故分析[J].建筑技术, 2008, 39(12):936－938.

[6] 朱世哲, 卫严, 蔡建深.某梁板高支模架倒塌事故的分析处理[J].工业建筑, 2009, 39(9):121－123.

Relative Articles

[1]	DENG Yang, WANG Tong, LI Benxin, DU Tongxin, CAO Baoya. Experimental Research on Fatigue Performance of Bent Steel Plates with Surface Cracks Using Externally Bonded Reinforcing Plates[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 91-99. doi: 10.3724/j.gyjzG24013001
[2]	YUAN Xigui, ZHANG Kai. Experimental Research on Fatigue Life of Composite Beams with Laminated Slabs and Z2 Fatigue Details[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 115-119,28. doi: 10.13204/j.gyjzG22012509
[3]	YUAN Xigui. Experimental Research on Fatigue Performance of Composite Beam with Laminated Slabs Based on Studs Destroyed[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 147-153,82. doi: 10.13204/j.gyjzG21122206
[4]	WANG Wujun, JIE Zhiyu, CHEN Chao. FATIGUE PERFORMANCE OF CRACKED WELDED CRUCIFORM JOINTS STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 181-187. doi: 10.13204/j.gyjzG20011305
[5]	MA Guomin, JIN Xiunan, LI Wuxiong, ZHAO Yiwei. RESEARCH ON PROPAGATION CHARACTERISTICS OF FATIGUE CRACK FOR STEEL BRIDGE DECKS WITH OPEN-SHAPED LONGITUDINAL RIBS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 100-105. doi: 10.13204/j.gyjzG21031202
[6]	FU Yanqing, LAN Tao, DING Min, ZHUANG Jinzhao, QIAO Haiyang, YAO Yaming, SHANG Cheng. ANALYSIS ON THE FATIGUE PROPERTIES OF INDUSTRIAL SLAG BIN[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 128-132. doi: 10.13204/j.gyjzG20042007
[8]	Cao Xia, Tang Ting, Liu Yaqiong, Jin Qizhi, Jin Lingzhi. ANALYSIS OF THE FLEXURAL FATIGUE PROPERTY OF REACTIVE POWDER CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 93-96. doi: 10.13204/j.gyjz201505020
[9]	Zheng Yun, Yue Qingrui, Chen Xuan, Li Zhongyu. FATIGUE TEST RESEARCH ON CFRP STRENGTHENED STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 148-152. doi: 10.13204/j.gyjz201305031
[10]	Liu Ronggui, Liu Tao, Zhang Yiduo, Gao Song, Chen Yu. RESEARCH ON A MODEL OF THE INFLUENCE COEFFICIENT FOR PRE-FREEZE-THAWING FATIGUE LIFE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 5-8,20. doi: 10.13204/j.gyjz201006002
[11]	Zhang Jiayuan, Fan Wenli, Ding Wangxing, Ai Zhineng. RESEARCH ON FATIGUE LIFE OF CFST ARCH BRIDGE TUBULAR JOINTS BASED ON THE METHOD OF NATURAL FLAW[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 128-130,137. doi: 10.13204/j.gyjz200901028
[12]	Zheng Yun, Yue Qingrui, Hui Yunling, Ye Lieping. FRACTURE ANALYSIS OF THE INTERFACE BETWEEN STEEL AND FRP PLATE FOR THE STEEL BEAMS REINFORCED WITH FRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 106-108. doi: 10.13204/j.gyjz200811026
[13]	Zhang Ke, Ye Lieping, Yue Qingrui. ANALYSIS OF FATIGUE LIFE OF CONCRETE BEAMS REINFORCED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 107-112. doi: 10.13204/j.gyjz200807027
[14]	Zheng Yun, Ye Lie-ping, Yue Qing-rui, Dong Jia-lin. PARAMETER STUDY ON STEEL PLATES REINFORCED BY CFRP PLATES WITH FINITE ELEMENT METHOD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 99-103. doi: 10.13204/j.gyjz200606027
[15]	Zheng Yun, Ye Lieping, Yue Qingrui. FRACTURE MECHANICS ANALYSIS OF STEEL STRUCTURES WITH FATIGUE DAMAGES STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 79-82. doi: 10.13204/j.gyjz200510024
[16]	Zeng Zhixing. STUDY ON CRACK IN STEEL FIBER REINFORCED CONCRETE BASED ON FRACTURE MECHANICS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 53-55. doi: 10.13204/j.gyjz200503019
[17]	Hu Baolin, Guo Yaojie. CHECKOUT AND STRENGTHENING FOR THE MAIN MILL BUILDING OF A STEELWORKS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 78-79,84. doi: 10.13204/j.gyjz200405025