1) negative reinforcements in boundary plates
边板负弯矩钢筋
1.
In frame shear-wall structure,the shortage of anchorage length of negative reinforcements in boundary plates and the distribution reinforcement\'s arrangement in coupling beams are the common problems.
提出了房屋建筑中一个广泛被忽视的质量问题,即框架剪力墙结构中边板负弯矩钢筋锚固长度不足及墙体分布钢筋应作为连梁的腰筋在连梁范围内拉通连续配置问题,通过成因分析,提出了合理建议,以保证工程质量。
2) minus moment steel plate
负弯矩钢筋
1.
This paper introduces the bar encryption of piles and the installation location method of plus or minus moment steel plates,discusses the arrangement method of reinforcement foundation and the reservation of steel tie for wall.
介绍了柱子的箍筋加密方法及板正负弯矩钢筋的位置设置方法,探讨了基础钢筋的布置及墙体拉结筋的留置方法,通过钢筋绑扎技术的采用,确保了供应科仓库的工程质量。
3) Overlap of steel bars in negative moment zone
负弯矩钢筋搭接
4) negative moment steel
负弯矩筋
1.
The factors influencing frame beam negative moment steel arranged in web are discussed in frame structure.
分析认为当满足板厚h≥110mm,梁第二排负筋直径D≤25mm,且正常使用阶段楼板支座处裂缝为非贯通裂缝、宽度不超过规范限值的条件时,将框架梁第二排负弯矩筋布置在翼板内是可行的。
5) moment at support
弯矩钢筋
6) develop-ment length of negative reinforcement
负弯矩钢筋延伸长度
补充资料：负负
1.犹言惭愧﹑惭愧;对不起﹑对不起。
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