[1]王新玲,姚章堂,朱俊涛,等.某钢结构厂房柱下混凝土基础加固设计与施工[J].郑州大学学报(工学版),2008,29(02):41-43.[doi:10.3969/j.issn.1671-6833.2008.02.010]
　WANG Xinling,Yao Zhangtang,ZHU Juntao,et al.Design and construction of concrete foundation reinforcement under the columns of a steel structure workshop[J].Journal of Zhengzhou University (Engineering Science),2008,29(02):41-43.[doi:10.3969/j.issn.1671-6833.2008.02.010]

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某钢结构厂房柱下混凝土基础加固设计与施工()

分享到：

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:

29卷

期数:

2008年02期

页码:

41-43

栏目:

出版日期:

1900-01-01

文章信息/Info

Title:

Design and construction of concrete foundation reinforcement under the columns of a steel structure workshop

作者:

王新玲; 姚章堂; 朱俊涛; 等.

郑州大学土木工程学院,河南郑州,450001, 郑州大学土木工程学院,河南郑州,450001, 郑州大学土木工程学院,河南郑州,450001, 郑州大学土木工程学院,河南郑州,450001

Author(s):

WANG Xinling; Yao Zhangtang; ZHU Juntao; etc

关键词:

加固设计;  钢筋混凝土基础;  钢结构加固

Keywords:

Reinforced design;  reinforced concrete foundations;  Steel structure reinforcement

DOI:

10.3969/j.issn.1671-6833.2008.02.010

文献标志码:

A

摘要:

针对某钢结构厂房,在上部结构主体完工时检测发现钢柱下钢筋混凝土独立基础的混凝土强度不足C10,设计计算了钢结构加固基础的方案,使基础的承栽力满足要求,并对施工方法和顺序进行研究探讨.加固后的混凝土独立基础,不仅满足强度要求,而且施工速度快、方法简单,时原混凝土扰动最小,达到了预期的目的.该设计及施工方案可供同类工程加固处理参考.

Abstract:

For a steel structure workshop, when the main body of the superstructure is completed, it is found that the concrete strength of the reinforced concrete independent foundation under the steel column is less than C10, and the scheme of steel structure reinforcement foundation is designed and calculated, so that the planting capacity of the foundation meets the requirements, and the construction method and sequence are studied and discussed. The reinforced concrete independent foundation not only meets the strength requirements, but also has fast construction speed and simple method, and the original concrete disturbance is minimal, which achieves the expected purpose. The design and construction scheme can be used as a reference for similar engineering reinforcement treatment.

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