[1]刘立新,许化彬,甘元初,等.水泥基无机黏结材料植筋承载力的试验研究[J].郑州大学学报(工学版),2006,27(01):5-8.[doi:10.3969/j.issn.1671-6833.2006.01.002]
 LIU Lixin,Xu Huabin,Gan Yuanchu,et al.Experimental study on bearing capacity of planting reinforcement of cement-based inorganic bonding materials[J].Journal of Zhengzhou University (Engineering Science),2006,27(01):5-8.[doi:10.3969/j.issn.1671-6833.2006.01.002]
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水泥基无机黏结材料植筋承载力的试验研究()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
27卷
期数:
2006年01期
页码:
5-8
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Experimental study on bearing capacity of planting reinforcement of cement-based inorganic bonding materials
作者:
刘立新许化彬甘元初等.
郑州大学土木工程学院,河南,郑州,450002, 南华大学建资学院,湖南,衡阳,421001, 中国矿业大学,北京,力学与建筑工程学院,北京,100083
Author(s):
LIU Lixin; Xu Huabin; Gan Yuanchu; etc
关键词:
水泥基无机黏结材料 植筋 超细晶粒钢 拉拔试验 锚固长度
Keywords:
DOI:
10.3969/j.issn.1671-6833.2006.01.002
文献标志码:
A
摘要:
通过对水泥基无机黏结材料植筋承载力的拉拔试验研究,分析了水泥基无机黏结材料植筋的破坏形态和破坏机理,讨论并给出了极限锚固承载力计算公式及建议施工锚固长度表格.通过与同条件下预埋钢筋、植筋后绑焊以及某有机黏结材料植筋承载力相比得到此水泥基无机黏结材料的工程适用性,并在实际工程中得到验证.
Abstract:
Through the drawing test study of the bearing capacity of cement-based inorganic bonding materials, the failure form and failure mechanism of cement-based inorganic bonding materials are analyzed, and the calculation formula of ultimate anchorage bearing capacity and the table of recommended anchorage length are discussed and given. The engineering applicability of this cement-based inorganic bonding material was obtained by comparing with the embedded steel bar, post-binding welding of the planting bar and the bearing capacity of the planting bar of an organic binder under the same conditions, and it was verified in the actual engineering.

更新日期/Last Update: 1900-01-01