基于分层总和法的混凝土模板侧压力计算

计均; 黄耕; 张文学; 吴淑康

doi:10.13204/j.gyjzG21040204

基于分层总和法的混凝土模板侧压力计算

doi: 10.13204/j.gyjzG21040204

1. 北京工业大学城市建设学部, 北京 100124;
2. 中国铁路济南局集团有限公司, 山东青岛 266000

详细信息

作者简介:
计均,女,1995年出生,硕士研究生。电子信箱:1763175990@qq.com

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- 文章访问数: 151
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- PDF下载量: 3
- 被引次数: 0
出版历程
- 收稿日期: 2021-04-02
- 网络出版日期: 2022-07-25

Calculation of Lateral Pressure of Formwork Based on Stratified Summation Method

1. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China;
2. China Railway Jinan Bureau Group Co., Ltd., Qingdao 266000, China

摘要

摘要: 为提高混凝土模板侧压力计算的准确性,设计了基本参数试验,研究混凝土和模板之间的摩擦系数μ与侧压力折减系数K的时变特性对模板侧压力的影响。基于分层总和法建立了混凝土模板侧压力计算模型,推导修正计算式并进行验证分析。结果表明考虑时变特性的分层总和法修正式能较好地预测模板侧压力值。
- 混凝土 /
- 模板 /
- 侧压力 /
- 摩擦系数 /
- 折减系数
Abstract: To predict the lateral pressure of formwork more accurately, an experiment aims to investigate the influence on lateral pressure of formwork caused by the time-varying characteristics of friction coefficient μ and reduction coefficient K was conducted. Based on the method of stratified summation, a model for calculating the lateral pressure of formwork was established, the modified calculation formula was deduced and verified. The results showed that the modified formula that considering the time-varying characteristics of key coefficients could perform well in predicting the lateral pressure of formwork.
- concrete /
- formwork /
- lateral pressure /
- friction coefficient /
- reduction coefficient

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参考文献(15)

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