APPLICATION OF RETARD-BONDED PRESTRESSED TECHNIQUE IN BEIJING CHILDREN'S NEW PALACE

Ma Jingyou; Li Jun’an; Liu Gang; Shang Renjie

doi:10.13204/j.gyjz200811009

Volume 38 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(11): 31-35

HUANG Xin, LI Yi, ZHU Xudong, HU Xueying, LYU Yang. DAMAGE ANALYSIS OF HIGH-RISE BUILDING STRUCTURES WITH ASYMMETRIC VERTICAL SETBACKS UNDER RARE EARTHQUAKE ACTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 79-84. doi: 10.13204/j.gyjz202006013

Citation:

Ma Jingyou, Li Jun’an, Liu Gang, Shang Renjie. APPLICATION OF RETARD-BONDED PRESTRESSED TECHNIQUE IN BEIJING CHILDREN'S NEW PALACE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 31-35. doi: 10.13204/j.gyjz200811009

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APPLICATION OF RETARD-BONDED PRESTRESSED TECHNIQUE IN BEIJING CHILDREN'S NEW PALACE

doi: 10.13204/j.gyjz200811009

1.
1. Beijing Institute of Architecture Design Beijing 100045;
2.
2. China Jingye Engineering Co.,Ltd.Beijing 100088;
3.
3. Central Research Institute of Building and Construction,MCC Group Beijing 100088

Received Date: 2008-06-25
Publish Date: 2008-11-20

Abstract

Abstract

The design method of retard-bonded prestressing bar is introduced in No.1 building of Beijing Children's New Palace,which is an irregular slab-column and shear wall structure.The direction of cored pipe as well as reinforcing and prestressing bars are decided based on the primary internal force direction of solid shell and a convenient construction is also taken into account.The internal force of cored slab is simulated with multi-ribbed plate,and the reinforcement along rib is calculated based on the results of multi-ribbed plate.The retard-bonded prestressing technique is applied to the earthquake sensitive area to improve the earthquake resistance ability of the structure
- retard-bonded,
- prestressed concrete,
- cored slab,
- irregular slab

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References(6)

References

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[2] 派克R,根勃尔W L.钢筋混凝土板.黄国桢,成源华,译.上海:同济大学出版社,1992:112-127

[3] JGJ/T 92-93 无粘结预应力混凝土结构技术规程

[4] 赵建昌,王起才.缓粘结预应力混凝土结构试验研究.铁道学报,2002(4)

[5] 刘文华,刘立军,朱龙,等.缓粘结预应力钢绞线的试验研究.建筑技术,2003,34(12):917-918

[6] 曾昭波.缓粘结预应力体系力学性能的试验研究:[学位论文].北京:中冶集团建筑研究总院,2005

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