1) Overlap of steel bars in negative moment zone
负弯矩钢筋搭接
2) lap method of reinforcement
负弯矩筋搭接
3) 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。
4) 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。
5) reinforcement lap scheme
负筋搭接
6) splice of reinforce bar
钢筋搭接
补充资料:瘦筋筋
1.见"瘦精精"。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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