DESIGN AND CALCULATION OF INTEGRAL-LIFT SCAFFOLDS FOR TALL BUILDING CONSTRUCTION

Yue Feng; Li Guoqiang; Yuan Yong

doi:10.13204/j.gyjz201101002

Volume 41 Issue 1

Dec. 2014

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Yue Feng, Li Guoqiang, Yuan Yong. DESIGN AND CALCULATION OF INTEGRAL-LIFT SCAFFOLDS FOR TALL BUILDING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 6-10,32. doi: 10.13204/j.gyjz201101002

Citation:

Yue Feng, Li Guoqiang, Yuan Yong. DESIGN AND CALCULATION OF INTEGRAL-LIFT SCAFFOLDS FOR TALL BUILDING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 6-10,32. doi: 10.13204/j.gyjz201101002

Yue Feng, Li Guoqiang, Yuan Yong. DESIGN AND CALCULATION OF INTEGRAL-LIFT SCAFFOLDS FOR TALL BUILDING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 6-10,32. doi: 10.13204/j.gyjz201101002

Citation:

Yue Feng, Li Guoqiang, Yuan Yong. DESIGN AND CALCULATION OF INTEGRAL-LIFT SCAFFOLDS FOR TALL BUILDING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 6-10,32. doi: 10.13204/j.gyjz201101002

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DESIGN AND CALCULATION OF INTEGRAL-LIFT SCAFFOLDS FOR TALL BUILDING CONSTRUCTION

doi: 10.13204/j.gyjz201101002

1.
1. Dept. Civil Engrg. ,Zhejiang Forestry Univ. ,Hangzhou 311300,China;
2.
2. Dept. of Building Stru. Engrg. ,Tongji Univ. ,Shanghai 200092,China;
3.
3. Dept. of Geotechnical Engrg. ,Tongji Univ. ,Shanghai 200092,China

Received Date: 2010-05-21
Publish Date: 2011-01-20

Abstract

Abstract

Design and calculation methods of integral-lift scaffolds were comprehensively discussed in the paper.Design and calculation of integral-lift scaffolds included the main structures and the lifting equipments under the three cases such as working,lifting and falling.In the paper,some key factors such as partial safety factors and additional load factors in the basic limit state designing expressions based on probability theory were listed for recommendation.The strength,rigidity and stability checking computation methods were also given for the main structures of the integral-lift scaffolds,of which the differences between scaffold frame structures and other main structures were also discussed.The allowable stress method was also suggested for design and calculation of lifting equipments,suspend rod and sling.
- integral-lifting scaffolds,
- tall structures,
- construction,
- design,
- calculation

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References(32)

References

[2] 中华人民共和国建设部.附着式升降脚手架(整体提升脚手架、爬架)设计和使用管理办法[S].

JGJ 1302001, J 842001建筑施工扣件式钢管脚手架安全技术规范[S].

[3] JGJ 1282000, J432000建筑施工门式钢管脚手架安全技术规范[S].

[4] 中华人民共和国建设部.建筑施工脚手架安全技术标准的统一规定(修订稿)[S].北京, 1997.

[5] 中华人民共和国建设部.建筑施工附着升降脚手架管理暂行规定[S].北京, 2000.

[6] JGJ 5999建筑施工安全检查标准[S].

[7] GB 158312006钢管脚手架扣件[S].

[8] DGJ 0890599建筑施工附着升降脚手架安全技术规程[S].

[9] 徐崇宝, 张铁铮, 潘景龙, 等.双排扣件式脚手架工作性能的理论分析与试验研究[J].哈尔滨建筑工程学院学报, 1989, 22(2):38－55.

[10] 敖鸿斐.双排扣件式钢管脚手架整体极限承载力研究[D].上海:同济大学, 2000.

[11] Chen Z M, Yuan Y.Design Analysis of an Integral Lifting Scaffoldfor Super-High Buildings[C]//Proceedings of the InternationalSymposium of Civil Engineering in the 21st Century.Beijing, China:Chinese Academy of Engineering, 2000:227－232.

[12] Chan S L, Zhou Z H, Chen W F, et al.Stability Analysis of Semirigid Steel Scaffolding[J].Engineering Structures.1995, 17(8):568－574.

[13] Harung H S, Lightfoot E, and Duggan D M.The Strength of ScaffoldTowers Under Vertical Loading[J].The Structural Engineering, 1975, 3(1):23－28.

[14] Peng J L, Pan A D E, Chen W F et al.Structural Modeling andAnalysis of Modular Falsework Systems[J].Journal of StructuralEngineering, ASCE, 1997, 123(9):1245－1251.

[15] Peng J L, Pan A D E, Chen W F.Approximate Analysis Method forModular Tubular Falsework[J].Journal of Structural Engineering, ASCE, 2001, 127(3):256－263.

[16] 杜荣军.附着升降脚手架的安全设计(1)[J].建筑技术, 2000, 31(8):520－522.

[17] 杜荣军.附着升降脚手架的安全设计(2)[J].建筑技术, 2000, 31(9):620－623.

[18] 岳峰, 袁勇, 李国强, 等.高层建筑附着升降脚手架风洞试验研究[J].同济大学学报:自然科学版, 2001, 29(10):1220－1224.

[19] 李国强, 岳峰, 袁勇, 等.高层建筑附着整体升降钢管脚手架风振系数研究[J].地震工程与工程振动, 2004, 24(5):62－67.

[20] 岳峰, 李国强, 袁勇, 等.高层建筑附着升降脚手架风荷载的计算(上)[J].建筑技术, 2004, 35(8):590－593.

[21] 岳峰, 李国强, 袁勇, 等.高层建筑附着升降钢管脚手架风荷载的计算(下)[J].建筑技术, 2004, 35(9):696－698.

[22] Yue Feng, Yuan Yong, Li Guoqiang, et al.Wind Load on IntegralLift Scaffold for Tall Building Construction [J].Journal ofStructural Engineering, ASCE, 2005, 131(5):816－824.

[23] 岳峰, 李国强.高层建筑施工附着升降脚手架[M].上海:同济大学出版社, 2007.

[24] 岳峰, 李国强, 赵金城.高层建筑施工附着升降脚手架的极限承载力(2)[J].四川建筑科学研究, 2009, 35(4):265－267.

[25] 岳峰, 李国强, 赵金城.高层建筑施工附着升降脚手架的极限承载力(1)[J].四川建筑科学研究, 2009, 35(3):256－259.

[26] GB 500682001建筑结构可靠度设计统一标准[S].

[27] GB 500092001建筑结构荷载规范(2006年版)[S].

[28] GB 500182002冷弯薄壁型钢结构技术规范[S].

[29] GB 500172003钢结构设计规范[S].

[30] 陈绍蕃.钢结构设计规范的回顾与展望[J].工业建筑, 2009, 39(6):1－4.

[31] GB 381183起重机设计规范[S].

[32] GB /T 201182006一般用途钢丝绳[S].

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