CONSTRUCTION TECHNOLOGY OF WALL-COLUMN CONCRETE UNDERPINNING

Ye Junxian; Zhu Changtun; Huang Cheng; Zhan Peiyao

doi:10.13204/j.gyjz200705027

Volume 37 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(5): 106-109

Ye Junxian, Zhu Changtun, Huang Cheng, Zhan Peiyao. CONSTRUCTION TECHNOLOGY OF WALL-COLUMN CONCRETE UNDERPINNING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 106-109. doi: 10.13204/j.gyjz200705027

Citation:

Ye Junxian, Zhu Changtun, Huang Cheng, Zhan Peiyao. CONSTRUCTION TECHNOLOGY OF WALL-COLUMN CONCRETE UNDERPINNING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 106-109. doi: 10.13204/j.gyjz200705027

Ye Junxian, Zhu Changtun, Huang Cheng, Zhan Peiyao. CONSTRUCTION TECHNOLOGY OF WALL-COLUMN CONCRETE UNDERPINNING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 106-109. doi: 10.13204/j.gyjz200705027

Citation:

Ye Junxian, Zhu Changtun, Huang Cheng, Zhan Peiyao. CONSTRUCTION TECHNOLOGY OF WALL-COLUMN CONCRETE UNDERPINNING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 106-109. doi: 10.13204/j.gyjz200705027

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CONSTRUCTION TECHNOLOGY OF WALL-COLUMN CONCRETE UNDERPINNING

doi: 10.13204/j.gyjz200705027

1.
1 Zhejiang Construction Project Administration Bureau Hangzhou 310003;
2.
2 Zhejiang Guangyuan Estate Engineering Co.,Ltd.Hangzhou 310016;
3.
3 Zhejiang Nanfang Architectural Design Co.,Ltd.Hangzhou 310007

Received Date: 2006-12-10
Publish Date: 2007-05-20

Abstract

Abstract

The detection of a 11-layers frame shear wall structure shows that the concrete strength of the seventh partial wall columns and the eighth partial beam and floor plate in that building are very low.For meeting the related nantional standards and avoiding demolishment of the building,the underpinning and strengthening methods are used,with which the loads of center column are underpined by the diagonal steel strut and the cross-sectional areas of side pillar are strengthened,both ends of shear wall are chiseled in turn and then concrete is poured again.
- diagonal steel strut the load shift underpinning strengthening,

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