对构造配筋、设置应力释放带和使用微膨胀混凝土等控制裂缝的有效措施进行了讨论。
Reinforcing concrete wall, grooving a stress-release slot in basement wall and adopting tiny expansive concrete are good measures to control the cracking.
钢筋混凝土受扭构件的构造配筋，是配置相当于受扭最小配筋率的钢筋用量并需符合构造要求的最低配筋设计方法。
The constructional reinforcement for rc members under torsion is the minimum ratio and needs to satisfy with the construction demand.
在实际工程领域，设计人员在计算地下连续墙体的内力值时，往往不考虑横向弯矩的影响，只是按照构造配筋，这是不妥当的。
Many engineer often ignored the transverse moments and the reinforcement is designed as constructional reinforcement. Obviously, it isn't right. What's more, this paper has discussed them method.
文章阐述了异形柱的结构计算、配筋设计和构造措施，提出了一些初步设想，可供设计时参考。
This paper expounds the structure calculation, reinforcement design and structural measures of deformed columns, and advances some primary ideas for reference in design.
最后给出了牛腿的配筋形式以及牛腿和梁之间的连接构造。
Finally the reinforcement forms of the bracket and the connecting construction between the bracket and the beam are proposed.
介绍了框架扁梁的节点构造要求和配筋详图；在工程应用中的优缺点以及应注意的一些问题。
The paper introduces the constructing requirement of frame flat-beam junction, retailed drawing of reinforcing bars, advantages and disadvantages in engineering application and other issues concerned.
利用该折板结构的空间传力特性，设计了结构板、梁、柱的尺寸、布置、配筋和细部构造。
Taking advantage of folded-plate characteristic of transmitting forces spatially, the laying-out, section, reinforcing bars, and detail construction of slabs, beams, columns are designed.
研究结果表明高层建筑剪力墙结构只要有合理的构造、适当的配筋率，抗震性能是良好的。
The results were in good agreement and showed that the structures will have sufficient earthquake resistance when reasonable structural details and adaptable percentage of reinforcement are provided.
连梁的配筋构造不太复杂，方便施工。
Thirdly, reinforcement detailing of coupling beams can not be too complex.
试验中，重点考察了水平钢筋的工作机理和强度发挥率，研究了构造柱配筋的受力状态及对砌体的约束作用。
In testing, it is emphasized to test the working principle and strength action rate of horizontal ribs, and studies forced state of structure column and ribs and binding action for bonded structure.
同时，构造柱截面尺寸和构造柱纵筋配筋率对连锁式混凝土小型空心砌块墙的抗震性能有较为明显的影响。
Besides, the constructional column sections and the amount of longitudinal steel content have obvious influence on the seismic behavior of the CCBM walls.
加固用纵筋（配筋率）及箍筋强度等级，对结构水平承载力的提高贡献不大，可按构造配置；
Longitudinal reinforcement (reinforcement ratio) and the stirrup strength grade contribute little to the improvement of horizontal bearing capacity. It can be collocated by configuration. For R.
加固用纵筋（配筋率）及箍筋强度等级，对结构水平承载力的提高贡献不大，可按构造配置；
Longitudinal reinforcement (reinforcement ratio) and the stirrup strength grade contribute little to the improvement of horizontal bearing capacity. It can be collocated by configuration. For R.
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