DEVIATION-RECTIFYING AND STRENGTHENING OF COLUMNS FOR AMILL BULLDING

Zhang Yongqing; Wu Jianqiang; Li Jinbao; Zhao Qiming

doi:10.13204/j.gyjz200802028

Volume 38 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(2): 106-108105

Zhang Yongqing, Wu Jianqiang, Li Jinbao, Zhao Qiming. DEVIATION-RECTIFYING AND STRENGTHENING OF COLUMNS FOR AMILL BULLDING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 106-108105. doi: 10.13204/j.gyjz200802028

Citation:

Zhang Yongqing, Wu Jianqiang, Li Jinbao, Zhao Qiming. DEVIATION-RECTIFYING AND STRENGTHENING OF COLUMNS FOR AMILL BULLDING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 106-108105. doi: 10.13204/j.gyjz200802028

Citation:

PDF( 0 KB)

DEVIATION-RECTIFYING AND STRENGTHENING OF COLUMNS FOR AMILL BULLDING

doi: 10.13204/j.gyjz200802028

1.
1. Jiangsu Shagang Group Co.,Ltd Zhangjiagang 215625;
2.
2. Jiangsu Jianyou Project Management and Consultation Co.,Ltd Huaian 223800;
3.
3. Jiangsu Southeast Special Engineering Co.,Ltd Nanjing 210008

Received Date: 2007-09-20
Publish Date: 2008-02-20

Abstract

Abstract

The sways of foundation piles, cushion caps and columns occurred due to unsuitable excavation of equipment foundations for a mill builging. The causes were analyzed. It was described emphatically the deviation-rectifying and strengthening technologies of the concrete columns for the mill building.
- deviation-rectifying,
- steel plate encasement,
- translation,
- monitoring

FullText(HTML)

References(3)

References

[2] GB 50010-2002 混凝土结构设计规范

DGJ 32PJ57-2007 建(构) 筑物整体迁移技术规程

[3] GB 50367-2006 混凝土结构加固设计规范

Relative Articles

[1]	WU Kui. Cusp Anomaly Recognition Method for Structural Monitoring Data[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 37-41. doi: 10.13204/j.gyjzG23010503
[2]	LIU Yufei, FAN Jiansheng, WEI Xiaochen, LIU Xiaogang, YANG Jianping. RESEARCH ON SAFETY MONITORING OF IN-SERVICE SPATIAL GRID STRUCTURE AND MEMBER DEFORMATION INDEX[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 16-21,36. doi: 10.13204/j.gyjzG20102908
[3]	HAO Yufeng. MECHANICAL PROPERTIES OF LONG-SPAN STEEL BOX GIRDERS UNDER WALKING INCREMENTAL LAUNCHING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 133-137. doi: 10.13204/j.gyjzG20042207
[4]	Ma Qing, Chen Zhihua, Zhi Jiaqiang, Wang Xiaodun, Liu Hongbo. MONITORING AND ANALYSIS OF STRUCTURAL RESPONSE OF TIANJIN SPORTS CENTER VELODROME IN SERVICE PERIOD[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 48-52. doi: 10.13204/j.gyjz201508009
[5]	Liu Junwei, Tang Hongxia, Pi Jingkun, Shang Wenchang. CONSTRUCTION MONITORING ANALYSIS OF AN DEEP EXCAVATION OF A SUBWAY STATION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 121-125.
[6]	Tang Tongzhi, Zhang Hong, Yue Bin, Gong Lifei, Feng Songtao. STUDY ON IMPROVING THICK SOFT SOIL GROUND BELOW OVERBURDEN BY VACUUM COMBINED SURCHARGE PRELOADING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 61-66,142. doi: 10.13204/j.gyjz201302013
[7]	Li Su-chun, Yuan Yun-tao. ANALYSIS OF EXCAVATION RETAINING DESIGN AND MONITORING FOR TWO ADJACENT FOUNDATIONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 89-94. doi: 10.13204/j.gyjz201210020
[8]	Yuan Jianbin, Fang Yingguang. MONITORING OF THE OPEN-CUT SECTION OF A CABLE TUNNEL IN GUANGZHOU[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 111-114. doi: 10.13204/j.gyjz201202025
[9]	Wu Quanke, Wu Tiansheng, Lin Chao. CONSTRUCTION TECHNOLOGY RESEARCH ON RECTIFYING DEVIATION AND DOWN RESISTANCE REDUCTION OF MUD BALANCED PIPE- JACKING WITH LARGE- DIAMETER AND LONG- DISTANCE IN SOFT SOIL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 107-112. doi: 10.13204/j.gyjz201204023
[10]	Yin He-ping, Xie Zhong-you. CONSTRUCTING AND MONITORING OF RECTIFICATION AND REINFORCEMENT OF A MULTIFUNCTIONAL BUILDING OF AN ELEMENTARY SCHOOL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 147-152,161. doi: 10.13204/j.gyjz201210031
[11]	Wu Huajun, Fang Pengfei. APPLICATION OF STEEL BOX GIRDER STRUCTURE IN COMPLICATED GEOLOGICAL CONDITION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 140-143,149. doi: 10.13204/j.gyjz201104030
[12]	Zhao Haiyan, Zhao Xiaoxi. CONSTRUCTION & ENVIRONMENTAL MONITORING AND ANALYZING OF DEEP FOUNDATION EXCAVATION FOR PUMP STATION OF GUANGYUAN ROAD[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 146-149,108. doi: 10.13204/j.gyjz201106032
[13]	Li Jinbao. RECTIFICATION OF AND REINFORCING TECHNOLOGY A LOW HIGH RISE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 128-134. doi: 10.13204/j.gyjz201003028
[14]	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
[15]	Zhou Tong, Wu Xiaogui, Qiu Xihong. CONTROL AND MONITORING OF TEMPERATURE CRACKS OF BASEMENT WALL FOR SHANGHAI SCIENCE MUSEUM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 81-84. doi: 10.13204/j.gyjz200909017
[16]	Dai Beishan. ADJUSTMENT OF LARGE SLANTING STEEL COLUMN BY UPRISING METHOD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 115-117. doi: 10.13204/j.gyjz200912028
[17]	Zhou Yuan, He Guo-ping, Xing Ai-guo. INCLINATION RECTIFICATION OF AN INCLINED TEACHING BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 119-121. doi: 10.13204/j.gyjz200712028
[18]	Xia Feng-min, Jia Liu-dong, Zhang Xin. APPLICATION OF A NEW WAY OF IMPOSING POWER IN TRANSLATIONAL MOTION OF BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 91-92. doi: 10.13204/j.gyjz200604028
[19]	Mu Baogang, Cao Shuangyin, Dai Yisu. DESIGN OF FOUNDATION STABILIZATION AND SETTLEMENT CORRECTION OF DEVIATED ANCIENT BRICK-AND-STONE TOWER STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 90-92,45. doi: 10.13204/j.gyjz200507026
[20]	Li Jinbao, Pan Liushun, Wang Ruikou. INCLINATION\\|RECTIFYING AND STRENGTHENING OF RESIDENTIALBUILDING IN A HOUSING ESTATE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 82-84. doi: 10.13204/j.gyjz200411022