1) fulcrum negative
支座负筋
1.
Using construction general plan drawing,be aimed at the mistakes easy to make by the students in practical teaching,combine with an example,give minute description about how to calculate the fulcrum negative steel of the multiple floor frame beam.
应用平法图集,针对在实际教学中,学生在计算多跨楼层框架梁支座负筋时易犯的错误,结合实例,对框架梁支座负筋计算的有关问题进行详解。
2) displacement of native reinforcing
支座负筋移位
1.
From concrete material,embedded of pipeline,temperature,displacement of native reinforcing,corrosion of reinforcing steel and other aspects reasons caused the cracks in concrete structure are analyzed,at the same time corresponding prevention and treatment methods are proposed in order to reduce the production of cracks.
介绍了混凝土的裂缝分类,从混凝土材料、预埋管线位置、温度、支座负筋移位、钢筋锈蚀、冻胀等方面分析了裂缝的形成原因,并给出了预防裂缝的方法及裂缝的常见补救方法,以减少混凝土裂缝的产生。
3) bar support
钢筋支座
4) negative moment of backing plate
支座负弯矩
1.
The comparisons between the calculation of span central point bending of bi-direction panels,negative moment of backing plate,positive moment of span central point of differential span bi-directio.
并利用双向板跨中挠度计算公式以及不等跨连续双向板的支座负弯矩和跨中正弯矩的计算公式,同常规的双向板的计算公式进行计算比较分析。
5) negative reaction of support
支座负反力
6) bar length from face of support
支座边算起的钢筋长度
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。
参考词条