STUDY ON HOLLOW BEAM TECHNOLOGY OF THE PRETENSIONED PRESTRESSING CONCRETE

Huan Xianbin; En Wenhai

doi:10.13204/j.gyjz200905014

Volume 39 Issue 5

Dec. 2014

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Huan Xianbin, En Wenhai. STUDY ON HOLLOW BEAM TECHNOLOGY OF THE PRETENSIONED PRESTRESSING CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 68-70. doi: 10.13204/j.gyjz200905014

Citation:

Huan Xianbin, En Wenhai. STUDY ON HOLLOW BEAM TECHNOLOGY OF THE PRETENSIONED PRESTRESSING CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 68-70. doi: 10.13204/j.gyjz200905014

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STUDY ON HOLLOW BEAM TECHNOLOGY OF THE PRETENSIONED PRESTRESSING CONCRETE

doi: 10.13204/j.gyjz200905014

Huan Xianbin¹,
En Wenhai²

1.
1. College of Urban and Rural Construction,Sichuan Agricultural University,Dujiangyan 611830,China;
2.
2. Sichuan Tike Construction Supervision Company,Chengdu 610031,China

Received Date: 2008-12-15
Publish Date: 2009-05-20

Abstract

Abstract

The prestressed concrete structure can be used in the large span structure and bears heavy load,comparing to reinforced concrete structure and used widely in projects.In comparison with the post stressed concrete structure,the pre-stressed concrete structure is easy,fast,cost-effective and high-efficient to be built.It is normally used in hollow beams and planks of the span of 13(16,20) meters.It was analyzed that the key procedures,such as the extension calculation of steel strand and its stretching on a long-lines stand,concrete casting etc and precutions of pretensioned PC hollow beams used for an expressway.
- pretensioned method,
- prestress,
- concrete,
- steel strand,
- stretching

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通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

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STUDY ON HOLLOW BEAM TECHNOLOGY OF THE PRETENSIONED PRESTRESSING CONCRETE

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STUDY ON HOLLOW BEAM TECHNOLOGY OF THE PRETENSIONED PRESTRESSING CONCRETE

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