构造钢筋

  • 网络constructional reinforcement;Constructional Steel Bar
构造钢筋构造钢筋
  1. 构造钢筋影响下新老混凝土结合面抗剪试验研究

    Experimental research on shear of bonding interface between young and old concrete influenced by constructional reinforcement

  2. 大体积混凝土温度构造钢筋的配置

    The collocating of add-ons reinforcing steel for temperature stress in mass concrete construction

  3. 设置纵向构造钢筋的梁高下限值的商榷

    Consultation on the low limit value of the height of beam with additional longitudinal reinforcement

  4. 1在大体积混凝土结构的温度构造钢筋配置中,构造钢筋不宜放置于高温区;

    Have to out : 1 Temperature constructional reinforcing not can place in heat area to mass concrete design .

  5. 钢筋焊接网宜用作钢筋混凝土结构构件的受力主筋、构造钢筋和箍筋。

    Welded steel fabric may be used as main bearing reinforcement , stirrups and detailing requirements reinforcement in the members of reinforced concrete structures .

  6. 现行的钢筋混凝土结构设计规范GB50010&2002对于梁腹纵向构造钢筋的确定方法还存在不足。

    The provisions to determine the longitudinal distributed reinforcement in current Code for design of concrete structures GB 50010-2002 may be inadequate both in amount and in spacing .

  7. 对于在不同使用条件下,抗裂度要求不同的钢筋混凝土梁,有必要通过进一步的研究,定量地确定梁腹纵向构造钢筋的数量和布置方式。

    For beams , which have different requirements on cracking control under the serviceability state , further research should be taken to decide the amount and arrangement of the longitudinal distributed reinforcement quantitatively .

  8. 介绍了双向板的受力特点,分别按弹性理论和塑性理论阐述了双向板的计算方法,论述了钢筋的配置计算及构造钢筋的设置措施,总结出截面设计中应注意的几点内容。

    It introduces stress characteristics of bidirectional board , illustrates calculative method of bidirectional board according to elasticity theory plasticity theory separately , discusses distributive calculation of steel bat arrangement measures of structural steel bar , and concludes several noteworthy contents in design of section .

  9. 该建筑是砖和构造的钢筋混凝土。

    The building is constructed from brick and steel reinforced concrete .

  10. 通过数值分析与现场调研,对混凝土T梁桥面板的构造和钢筋布置构造进行了深入探讨。

    Based on the theory research and numerical analysis , the configurations and reinforcement arrangements of bridge deck of concrete T beam were studied .

  11. 关于砌体抗震加固的方法,现行规范主要有增设钢筋混凝土构造柱、钢筋混凝土圈梁、钢拉杆等加固方法。

    There are mainly additional reinforced concrete structural columns 、 reinforced concrete ring beams 、 steel rods etc about masonry seismic strengthening methods in the current code in china .

  12. 正交分析表明,按构造措施对钢筋锈蚀影响程度从大到小顺序为:阻锈剂含量保护层厚度截面形式。

    Orthogonal analysis shows that the sequence of structural measures influence from big to small is rusty retardant agent content , cover thickness , section forms , which act on steel corrosion .

  13. 在宽阔高深的峡谷、海湾地区修建具有超高墩索塔的多跨斜拉桥时,由于建设条件的需要及对桥梁景观的重视,各种构造复杂的钢筋混凝土索塔结构层出不穷。

    There are various reinforced concrete cable towers with complicated geometric configuration emerging in endlessly because of the necessity of the construction conditions and the attention to the bridge landscape while building multi-span cable stayed bridge having ultra-high pier at the region of broad and deep valley or bay .

  14. 不同构造措施对超长钢筋混凝土框架厂房温度应力分布的影响

    Influence of Different Construction Measures on Temperature Stress in Over-long Concrete Frame Workshop

  15. 预应力抗震砖墙构造柱中的钢筋应变问题

    The strain of the bars in the structural columns of the prestressed earthquake-resistant brick-walls

  16. 通过对三片砌体加固前后的试验研究,探讨了构造柱加固和钢筋网片砂浆层加固的效果,均得到了满意的结果。

    By tests on three walls before and after tightening , we studied the tightening effects of construction columns and plaster reinforced by steel bars net . Satisfactory results are obtained .

  17. 结果表明,仅考虑重力荷载设计的构造配筋的钢筋混凝土框架柱的抗震能力明显较差,不能满足六度三级抗震设防的要求,主要表现在变形能力与耗能能力的不足。

    The resulting difference show that earthquake-resistant capacity of the framed columns designed with gravity loads is terribly weak , both deformation and energy dissipation capacity are far behind the requirements of the seismic design code .

  18. 砖混结构中构造柱和圈梁对结构抗震性能起着举足轻重的作用,在施工过程中,因思想不重视,造成了构造柱钢筋纵筋移位;

    The constructional columns and the circle beams act important roles in the brick masonry structure for structural earthquake resistance .