ENLARGING AND REMODELING DESIGN OF XINJI EMPORIUM IN HARBIN

Hou Xiaomeng; Zheng Wenzhong

doi:10.13204/j.gyjz200504005

Volume 35 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(4): 18-20

Hou Xiaomeng, Zheng Wenzhong. ENLARGING AND REMODELING DESIGN OF XINJI EMPORIUM IN HARBIN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 18-20. doi: 10.13204/j.gyjz200504005

Citation:

Hou Xiaomeng, Zheng Wenzhong. ENLARGING AND REMODELING DESIGN OF XINJI EMPORIUM IN HARBIN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 18-20. doi: 10.13204/j.gyjz200504005

Hou Xiaomeng, Zheng Wenzhong. ENLARGING AND REMODELING DESIGN OF XINJI EMPORIUM IN HARBIN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 18-20. doi: 10.13204/j.gyjz200504005

Citation:

Hou Xiaomeng, Zheng Wenzhong. ENLARGING AND REMODELING DESIGN OF XINJI EMPORIUM IN HARBIN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 18-20. doi: 10.13204/j.gyjz200504005

PDF( 0 KB)

ENLARGING AND REMODELING DESIGN OF XINJI EMPORIUM IN HARBIN

doi: 10.13204/j.gyjz200504005

1.
School of Civil Engineering,Harbin Institute of Technologym Harbin 150090

Received Date: 2004-11-20
Publish Date: 2005-04-20

Abstract

Abstract

Xinji Emporium in Harbin is a two- storey public building with a one- storey basement.The plan view of two?over?ground floors is in a concave shape, and the size of the concave area is 81 4m @ 151 0m.The owner of the building?requires that two storeys be built on the basement in this area.All the building in east, south and west directions to this area?is two- storey frame structure with a one- storey basement.Considering there is a column in each corner, two remodeling?schemes, / suspended structure method0 and / supported structure method0 are proposed.The design ideas, detail of joint and?problems worthy of note during construction are introduced respectively.It can be served as reference for the design of similar?project.
- enlarging and remodeling,
- suspended,
- supported,
- beam,
- column,
- planting steel bar

FullText(HTML)

References(9)

References

CECS25:90混凝土结构加固技术规程;

[2] 万墨林, 韩继云.混凝土结构加固技术.北京:中国建筑工业出版社, 1995;

[3] 郑文忠, 王英.预应力混凝土房屋结构设计统一方法与实例.哈尔滨:黑龙江科学技术出版社, 1998;

[4] 郑文忠, 周威.预应力混凝土结构侧向约束影响的分析方法.哈尔滨建筑大学学报, 2001(6):12~16;

[5] 郑文忠, 解恒燕, 郑弦, 潘景龙.大兴安岭森林防火指挥部抽柱改造设计.建筑结构, 2002(11):14~19;

[6] 张昊宇, 郑文忠.北安市海天大厦抽柱设计.工业建筑, 2004, 34(6):7~9;

[7] 郑文忠, 周威.哈尔滨商业幼儿园托换改造设计.低温建筑技术, 2002(4):7~9;

[8] GB50007-2002建筑地基基础设计规范;

[9] GB50010-2002混凝土结构设计规范

Relative Articles

[1]	SHAN Bo, DAI Shangqi, KONG Yuan, LIN Yuming, ZHANG Mingpeng, HUANG Bin. Experimental Research on Anchorage Performance of Glued-in Threaded Steel Rod in Glubam[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 152-159,8. doi: 10.13204/j.gyjzG22010508
[2]	Ding Hongyan, Yang Baokun, Zhang Puyang, Qiao Shuai. EXPERIMENTAL RESEARCH ON SEISMIC PERFORMANCE OF STORY-ADDED REINFORCED CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 49-54. doi: 10.13204/j.gyjz201505012
[3]	Chen Zongping, Liang Ying, Xue Jianyang, Li Yi. DEFORMATION PERFORMANCE AND CALCULATION OF FLEXURAL RIGIDITY OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE BEAMS AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 58-63. doi: 10.13204/j.gyjz2001411010
[4]	Chen Zongping, Chen Yuliang, Qin Wenyue, Xue Jianyang, Qi Cheng. TEST OF FLEXURAL BEHAVIOR AND ULTIMATE CAPACITY CALCULATION OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 11-16,29. doi: 10.13204/j.gyjz201309002
[5]	Wang Yilin. NEW DAMAGE LOCALIZATION INDICATOR FOR SINGLE-SPAN BEAMS BASED ON CURVATURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 19-23. doi: 10.13204/j.gyjz201308004
[6]	Liu Chao, Bai Guoliang, Feng Xiangdong, Zhang Jianfeng, Zhao Hongjin. APPLICABILITY RESEARCH ON BENDING LIMIT CARRYING CAPACITY OF RECYCLED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 25-30. doi: 10.13204/j.gyjz201204006
[7]	Chong Xun, Ye Xianguo, Jiang Qing, Jiang Ye, Huang Xiaokun, Liu Gang. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRESTRESSED HIGH-STRENGTH CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 22-26,48. doi: 10.13204/j.gyjz201211005
[8]	Shu Ruibin, Zhang Jianrong, Zhang Chun. FE ANALYSIS ON LOAD TRANSFER MECHANISM OF BONDED REBARS WITH STEEL SLEEVE CONSIDERING SLIP OF TWO INTERFACES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 92-97. doi: 10.13204/j.gyjz201001023
[9]	Ouyang Jian, Cheng Wenrang, Chen Zhongfan. DYNAMIC TEST OF PROPERTY OF CHEMICAL ADHESIVE ANCHORAGE BAR[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 68-73. doi: 10.13204/j.gyjz201006016
[10]	Liu Fan, Weng Xiaohong, Shao Yongjian. EXPERIMENTAL STUDY ON SHEAR PERFORMANCE OF STEEL REINFORCED LIGHTWEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 56-59. doi: 10.13204/j.gyjz200903017
[11]	Liu Fan, Weng Xiaohong, Shao Yongjian. EXPERIMENTAL STUDY ON SHEAR PERFORMANCE OF STEEL REINFORCED LIGHTWEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 48-51. doi: 10.13204/j.gyjz200903015
[12]	Wang Zanzhi, Jiang Linyan, Xin Lifeng, Tian Yi, Li Xingyao, Huang Shibin, Tang Xianyuan, Hu Xizhang. FREE VIBRATION ANALYSIS OF THE BEAM INTERACTION WITH THE VISCOELASTIC FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 57-61. doi: 10.13204/j.gyjz200910015
[13]	Xu Jie, Dai Hang, Zhao Guodong, Fu Chuanguo, Zhou Xiaona. EXPERIMENTAL STUDY AND THEORETICAL ANALYSIS ON CRACK CONTROL THEORY OF PRESTRESSED STEEL REINFORCED CONCRETE (PSRC) BEAM[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 88-92. doi: 10.13204/j.gyjz200805021
[14]	Zhang Lei-shun, Guo Jin-jun. EXPERIMENT ON SHEAR PROPERTY OF NEWAND OLD CONCRETE BONDING WITH PLANTING STEEL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 71-73. doi: 10.13204/j.gyjz200711019
[15]	Dong Jing, Zhang Jianrong, Wu Jin. PULLOUT TEST AND FINITE ELEMENT ANALYSIS OF ADHESIVE ANCHORAGE SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 103-106,102. doi: 10.13204/j.gyjz200702026
[16]	Zhang Leishun, Zhang Xiaolei, Yan Guoxin. EXPERIMENTAL RESEARCH ON THE SHEARING CAPACITY OF RECYCLED CONCRETE BEAMS WITHOUT STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 57-61. doi: 10.13204/j.gyjz200709012
[17]	Chun Qing, Qiu Hongxing, Huang Zhicheng, Pan Jianwu, Fang Zhibao. EXPERIMENTAL STUDY ON ANCHORAGE PERFORMANCE OF DOUBLE ADHESIVE ANCHORS FOR RC STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 98-100. doi: 10.13204/j.gyjz200602029
[18]	Tao Zhong, Yu Qing. SUMMARY OF-STATE-OF-THE ART OF FRP-CONFINED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 1-4,37. doi: 10.13204/j.gyjz200509001
[19]	Yang Fulei, Xi Zhenyong, Sun Hai. A DESIGN SCHEME OF STRENGTHENING LONG-SPAN RC BEAM WITH DEMOLISHING COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 21-23. doi: 10.13204/j.gyjz200504006
[20]	Xu Xiangdong, Jia Qiang, Lin Dongjun. A DESIGN OF RECONSTRUCTING STAIR INTO ESCALATOR FOR AMARKET[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 10-12. doi: 10.13204/j.gyjz200406004