DESIGN AND STRUCTURAL ANALYSIS OF AN OVERLENGTH BASEMENT CONCRETE STRUCTURE WITHOUT EXPANSION JOINT

Wang Qiang; Yin Runjie; Liu Ming; Tong Xianhao; Zhang Qianguo; Zhang Yibin

doi:10.13204/j.gyjz201010015

Volume 40 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(10): 65-70

Wang Qiang, Yin Runjie, Liu Ming, Tong Xianhao, Zhang Qianguo, Zhang Yibin. DESIGN AND STRUCTURAL ANALYSIS OF AN OVERLENGTH BASEMENT CONCRETE STRUCTURE WITHOUT EXPANSION JOINT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 65-70. doi: 10.13204/j.gyjz201010015

Citation:

Wang Qiang, Yin Runjie, Liu Ming, Tong Xianhao, Zhang Qianguo, Zhang Yibin. DESIGN AND STRUCTURAL ANALYSIS OF AN OVERLENGTH BASEMENT CONCRETE STRUCTURE WITHOUT EXPANSION JOINT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 65-70. doi: 10.13204/j.gyjz201010015

Citation:

Wang Qiang, Yin Runjie, Liu Ming, Tong Xianhao, Zhang Qianguo, Zhang Yibin. DESIGN AND STRUCTURAL ANALYSIS OF AN OVERLENGTH BASEMENT CONCRETE STRUCTURE WITHOUT EXPANSION JOINT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 65-70. doi: 10.13204/j.gyjz201010015

PDF( 0 KB)

DESIGN AND STRUCTURAL ANALYSIS OF AN OVERLENGTH BASEMENT CONCRETE STRUCTURE WITHOUT EXPANSION JOINT

doi: 10.13204/j.gyjz201010015

1.
1. School of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China;
2.
2. Shenyang New World Architecture Design Co.,Ltd,Shenyang 110003,China;
3.
3. Shenyang Checking Drawings and Consultant Center of Construction Engineering Design,Shenyang 110032,China;
4.
4. Liaoning Provincial Building Design &Research Institute,Shenyang 110005,China

Received Date: 2009-12-04
Publish Date: 2010-10-20

Abstract

Abstract

It is studied the temperature stress of an overlength basement concrete structure in Shenyang by finite computing software.It is also explored the characteristics of temperature stress of the base board,floor and exterior wall with and without the post-pouring strengthening band.And four schemes are put forward to control the temperature stress of the second construction stage.The results show that the temperature stress of the basement with the post-pouring strengthening band according to the schemg decreases obviously.The conclusion shows that expansion joint may not be set on the overlength basement through setting the post-pouring strengthening band and temperature shrink reinforce ment reasonably,adopting the shrinkage-compensating concrete,adopting the fourth scheme to control the second construction stage,along with doing a good job in temperature difference,materials,production technology of concrete and construction.
- overlength basement,
- concrete structure,
- temperature stress,
- finite element method ( FEM),
- postpouring strengthening band

FullText(HTML)

References(11)

References

GB 500102002 混凝土结构设计规范[S].

[2] 王铁梦.工程结构裂缝控制[M].北京:中国建筑工业出版社,1997:5-6.

[3] 冯健,吕志涛,吴志彬,等.超长混凝土结构的研究与应用[J].建筑结构学报,2001,22(6):14-19.

[4] 李志磊,干钢,唐锦春.超长框架结构在温度场作用下的空间变形特性和内力研究[J].工业建筑,2004,34(4):36-39.

[5] 郑毅敏,刘永璨,卢宇航,等.某体育场环形超长结构温度应力分析[J].结构工程师,2007,23(4):30-34.

[6] 宋伟,袁勇.高层建筑现浇超长地下室应力发展分析[J].特种结构,2002,19(1):20-23.

[7] 游宝坤,李乃珍.膨胀剂及其补偿收缩混凝土[M].北京:中国建材工业出版社,2005.

[8] 徐荣年,徐欣磊.工程结构裂缝控制王铁梦法应用实例集[M].北京:中国建筑工业出版社,2005.

[9] GB 501352006 高耸结构设计规范[S].

[10] 《建筑设计资料集》(第二版) 总编辑委员会.建筑设计资料集:第2 集[M].2 版.北京:中国建筑工业出版社,1994:194.

[11] 庄茁,张帆,岑松,等.ABAQUS 非线性有限元分析与实例[M].北京:科学出版社,2005:418.

Relative Articles

[1]	XIA Xinhong, FANG Hui, SHU Xingping, ZOU Daijin, LI Peng, MAO Jianyu, ZHU Zheng, HE Yibin. Numerical Analysis of Semi-Rigid Beam-Column Connections in Steel Structures[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 138-145. doi: 10.3724/j.gyjzG23070607
[2]	ZHANG Ailin, ZHANG Xuefeng, JIANG Ziqin, QIU Ping, LIU Xuechun. Research on Flexural Performance of T-Shaped Steel Joints with Cover Paltes for Prefabricated Reticulated Shells[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(1): 68-75. doi: 10.3724/j.gyjzG23020714
[3]	TIAN Xin, ZHANG Sumei, CHEN Zhenming, TAO Yu, ZHANG Bing. Finite Element Analysis of Bending Performance of End-Plate Beam Splices with Filler Plates[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 78-87. doi: 10.13204/j.gyjzG23051702
[4]	YANG Junfen, LI Lihe, QU Kai, WANG Weixin. Research Advances in Fatigue Repair and Life Prolongation of Steel Structures[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 208-215. doi: 10.13204/j.gyjzG20101105
[5]	LIU Lian-bo, WANG Xin-tang, ZHOU Ming, ZHU Jie, ZHANG Jia-liang. Experimental Research on Post-Fire Mechanical Properties of H-Steel Beam to Column Connection with Restraint at Beam Ends[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 153-160. doi: 10.13204/j.gyjzG22030702
[6]	JIA Lianguang, BI Ran, LI Qiurong. Experimental Research on Seismic Performance of End-Plate Connections Between Castellated Beams and Columns[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 121-127. doi: 10.13204/j.gyjzG21083002
[7]	SHENG Yongjun. RESEARCH ON MECHANICAL PROPERTIES OF STEEL-CONCRETE COMPOSITE BEAMS WITH HIGH-STRENGTH BOLT CONNECTORS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 121-126. doi: 10.13204/j.gyjzG21061514
[8]	LU Yang, LIU Xiuli, SUN Fengbin, CAO Yuanzheng. STUDY ON STATIC PROPERTIES AND INITIAL STIFFNESS FOR A NEW TYPE OF INNER SLEEVE CONNECTIONS BETWEEN SQUARE STEEL TUBE COLUMNS AND H-TYPE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 129-136. doi: 10.13204/j.gyjzG20031003
[9]	Zhang Xingqiang, Yao Jian. RESEARCH PROGRESS IN STRENGTHENING THEORY OF BENDING STEEL MEMBERS STRENGTHENED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 121-127. doi: 10.13204/j.gyjz201410025
[10]	Deng Langni, Zhao Simin, Liao Ling, Yu Zhaohang, Ji Shuai. STUDY OF PRESTRESS LOSS OF STEEL STRUCTURE STRENGHTHENED WITH PRESTRESS CFRP PLATES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(02): 147-150. doi: 10.13204/j.gyjz201402031
[11]	Qiao Yaling, Bai Yun. REVELATION OF 2013 GERMAN STEEL AWARD-WINNING BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 170-172. doi: 10.13204/j.gyjz201308036
[12]	Li Yan, Hao Jiping, Zhou Qi, Xie Qi, Guo Hongchao. SEMI-RIGIDITY AND INITIAL STIFFNESS OF UNSTIFFENED SINGLESIDED BOLTED-WELDED CONNECTION OF STEEL MOMENT FRAME[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 120-123,75. doi: 10.13204/j.gyjz201109027
[13]	Wang Dianyuan, Chen Zhaozhong, Ye Chunlong, Zhang Xinghua. NEW CONSTRUCTION TECHNOLOGY OF COMPLICATED STRUCTURES FOR MEDIA BUILDING OF SHANDONG BROADCAST AND TELEVISION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 141-144. doi: 10.13204/j.gyjz200910031
[14]	Shu Xingping, Yuan Zhishen, Zhang Zaihua, Duan Qicheng. SUMMARY OF RESEARCH ON THEORY AND DESIGN OF SEMI-RIGID STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 13-17,21. doi: 10.13204/j.gyjz200906003
[15]	Zheng Tingyin, Xu Shiyun, Zhang Yu. TEST ON BEAM-COLUMN CONNECTION BY TOP AND SEAT ANGLESWITH STIFFER AND DOUBLE WEB ANGLES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 87-90. doi: 10.13204/j.gyjz200804022
[16]	Wang Yan, Zheng Jie. STUDY ON THE PRYING FORCE OF HIGH STRENGTH BOLT IN EXTENDED END-PLATE CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 99-103. doi: 10.13204/j.gyjz200809028
[17]	Wang Sufang, Chen Yiyi. THEORETICAL MODEL FOR THE INITIAL STIFFNESS OF BOLTED T -STUB CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 80-83. doi: 10.13204/j.gyjz200710022
[18]	Xie Xiao-dong, Yang Na, Yang Qing-shan. PARAMETER ANALYSIS OF STEEL REDUCED WEB CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 79-82,94. doi: 10.13204/j.gyjz200605021
[19]	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
[20]	Yang Junjie, Yao Zhishu. TESTING RESEARCH ON THE STRUCTURAL CHARACTERISTICS OF A TYPE OF STEEL STRUCTURE OF COMPRESSIBLE LINING JOINT FOR SHAFTS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 41-44,36. doi: 10.13204/j.gyjz200402013

Supplements(0)

Cited By

Cited by

Periodical cited type(3)

1.	孙江涛. 风电塔架黑塔制作工艺研究. 中国机械. 2023(05): 30-33 .
2.	孙凯悦，贾宁，吕伟. 近海风电机单桩基础动力响应的研究进展综述. 低温建筑技术. 2022(06): 44-49 .
3.	汤世云，赵明，韦生，卫旭敏，李振华. 海上风电导管架用钢管的JCOE加工制造与性能评定. 焊接. 2022(10): 59-64 .

Other cited types(2)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (76) PDF downloads(146)