FOUNDATION DESIGN OF A SUPER HIGH-RISE BUILDING WITH ENLARGED BASE

Wang Chao; Luo Xiaoyong

doi:10.13204/j.gyjz201303030

Volume 43 Issue 3

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(3): 142-146

Wang Chao, Luo Xiaoyong. FOUNDATION DESIGN OF A SUPER HIGH-RISE BUILDING WITH ENLARGED BASE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 142-146. doi: 10.13204/j.gyjz201303030

Citation:

Wang Chao, Luo Xiaoyong. FOUNDATION DESIGN OF A SUPER HIGH-RISE BUILDING WITH ENLARGED BASE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 142-146. doi: 10.13204/j.gyjz201303030

Wang Chao, Luo Xiaoyong. FOUNDATION DESIGN OF A SUPER HIGH-RISE BUILDING WITH ENLARGED BASE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 142-146. doi: 10.13204/j.gyjz201303030

Citation:

Wang Chao, Luo Xiaoyong. FOUNDATION DESIGN OF A SUPER HIGH-RISE BUILDING WITH ENLARGED BASE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 142-146. doi: 10.13204/j.gyjz201303030

PDF( 0 KB)

FOUNDATION DESIGN OF A SUPER HIGH-RISE BUILDING WITH ENLARGED BASE

doi: 10.13204/j.gyjz201303030

Wang Chao^1,2,
Luo Xiaoyong³

1.
1. Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China;
2.
2. Shanghai Xiandai UD Architecture Design Institute,Shanghai 200041,China;
3.
3. Xiangtan Building Design Institute,Xiangtan 411100,China

Received Date: 2012-07-03
Publish Date: 2013-03-20

Abstract

Abstract

A super high-rise building was located in Jiangyin with a height of 243 m.It was adopted the frame-corewall structural system and pile raft foundation.The main building,podium and pure basement were connected together underground without any deformation joint,which leaded to an enlarged base.Therefore,optimized design of pile foundation stiffness,post grouting for cast-in-situ pile and post-pouring belt were used in the project for controlling differential settlement.The structure characteristics were briefly introduced,where the foundation design based on the structural arrangement and geological data were elaborated.An optimized design of pile foundation stiffness to reduce differential settlement was emphatically introduced.
- super high-rise building,
- enlarged base,
- pile raft foundation,
- optimized design of pile foundation stiffness

FullText(HTML)

References(10)

References

[2] GB 500112001建筑抗震设计规范[S].

JGJ 32010高层建筑混凝土结构技术规程[S].

[3] GB 500092001建筑结构荷载规范[S].

[4] JGJ 942008建筑桩基技术规范[S].

[5] GB 500072002建筑地基基础设计规范[S].

[6] 刘金砺,高文生,邱明兵.建筑桩基技术规范应用手册[M].北京:中国建筑工业出版社,2010.

[7] 朱炳寅,娄宇,杨琦.建筑地基基础设计方法及实例分析[M].北京:中国建筑工业出版社,2007:367－369.

[8] DB 32/ T 2911999桩承载力自平衡测试技术规程[S].

[9] 王涛.带裙房高层建筑桩基优化设计与桩土相互作用影响系数的实验研究[D].北京:中国建筑科学研究院,2007:6－16.

[10] 中国建筑科学研究院.独基、条基、钢筋混凝土地基梁、桩基础与筏板基础设计软件 JCCAD[R].北京:中国建筑科学研究院,2010.

Relative Articles

[1]	GUO Jinjie, SHI Zhongqi, KONG Xin, ZHOU Yanbing, FAN Hong, XU Liang, YUE Qingrui. Exploration and Practice of Full Life Cycle Safety Design for the Tower C of Shenzhen Bay Super Headquarters Base[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 156-161. doi: 10.13204/j.gyjzG23081402
[2]	ZHU Xiaojun, HE Zhenyu. Experimental Study on the Mechanical Characteristics of Piled Rafts Under Vertical-Horizontal Combined Loads[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 179-186. doi: 10.13204/j.gyjzG21012103
[3]	AN Daoyao. Safety Limit Analysis for the Whole Construction Process of a Super High-Rise Building Under Strong Earthquakes[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 117-122. doi: 10.13204/j.gyjzG21062921
[4]	GAO Hui, CHEN Lei, GAN Mingyan, WEN Chuanliang, LIAO Biao, ZENG Zhiwen. CONSTRUCTION DEFORMATION CONTROL OF MEGA ASYMMETRICAL SUSPENDED PURE STEEL STRUCTURE TOWER[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 181-185. doi: 10.13204/j.gyjzG19122008
[6]	Liu Yonghai. STUDY OF CONSTRUCTION TECHNOLOGY OF ARC CONCRETE FILLED STEEL TUBULAR COLUMN FOR NINGBO FORTUNE CENTER PROJECT[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 106-110. doi: 10.13204/j.gyjz201505023
[7]	Zhang Xibo, Wang Xiaoyang, Zhang Shaoheng, Yi Huiting, Yin Qingli. THE CONSTRUCTION TECHNOLOGY OF SUPER HIGH-RISE STEEL BUILDINGS WITH SECOND COLUMNS BEING UNDER THE TRUSS LAYER[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 148-151. doi: 10.13204/j.gyjz201501030
[8]	Liu Wenyan. STRUCTURAL DESIGN OF A SUPER-HIGH-RISE OFFICE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 157-162. doi: 10.13204/j.gyjz2001412027
[9]	Wu Zhuo, Yao Qi, Ye Dong. OPTIMIZATION DESIGN OF SUPER HIGH-RISE FRAME-CORE TUBE STRUCTURE FOR ANHUI HOTEL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 163-167. doi: 10.13204/j.gyjz2001412028
[10]	Duan Hai, Wang Xiaoyang, Zhang Xibo. APPLICATION OF“DELAY CONNECTION”TECHNOLOGY OF OUTRIGGER TRUSS FOR SUPER TALL BUILDINGS IN MAIN TOWER OF SHENYANG HENGLONG PLAZA PROJECT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 141-144. doi: 10.13204/j.gyjz2001411028
[11]	Bai Xue, Ma Haibin, Yao Chuanqin, Bai Rong. DESIGN AND MODAL ANALYSIS OF JACKING FORM SYSTEM FOR SUPER HIGH-RISE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 14-17,51. doi: 10.13204/j.gyjz201305003
[12]	Zhang Yin, Lu Junlong, Huang Wei, Zhang Weifeng, Tian Jie. ANALYSIS OF OPTIMUM DESIGN OF PILE-RAFT FOUNDATION OF ECOLOGICAL COMPOSITE WALL STRUCTRUE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 37-40,11. doi: 10.13204/j.gyjz201208008
[13]	Shui Weihou, Liang Yonghui, Zhan Jinlin. FULL-SCALE LARGE FIELD TESTS OF PILE-RAFT IN SOFT SOIL AREA[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 88-92. doi: 10.13204/j.gyjz200904020
[14]	Guo Honglei, Ding Dajun, Li Chengjiang. STUDY ON DETERMINATION OF RAFT THICKNESS OF PILE-RAFT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 28-32. doi: 10.13204/j.gyjz200505007
[15]	Wang Cheng, Ling Daosheng. ANALYSIS OF INFLUENCE OF THE RAFT RIGIDITY ON THE SUBSTRATUM'S ADDITIONAL STRESS OF THE PILED RAFT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 5-9,15. doi: 10.13204/j.gyjz200505002
[16]	Wang Yingge. FIELD TEST AND NUMERICAL ANALYSIS OF INTERACTION OF PILE- RAFT FOUNDATION ULTRA - HIGH TUBE-IN-TUBE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 10-15. doi: 10.13204/j.gyjz200505003
[17]	Chen Mingzhong, Zhou Chenghui. ANALYSIS OF OPTIMUM DESIGN FOR PILED RAFT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 36-39. doi: 10.13204/j.gyjz200407010