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框架结构地下室外墙怎么设计？

框架结构地下室外墙怎么设计？

浏览：32次 | 提问时间： 07-29 05:40

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埃菲尔铁塔的爱恋 07-29 05:41

个人觉得：全埋的地下室，可采用输梁的方法处理，梁高可采用墙宽x1500处理，其余部分考虑为荷载，为验算层间剪切刚度时按墙考虑半地下室考虑外墙与主体脱离

Needyounow 07-29 05:49

框架结构地下室外墙怎么设计：地下室外墙一般分为砌体砖墙和钢筋混凝土墙两种。对于砌体砖墙,施工时通常是先砌墙后浇框架柱,可以认为外墙与框架柱和基础底板铰接,而外墙顶部的支座条件应视具体情况而定。如果半地下室的上部有较多的窗洞,则不应考虑外墙与地下室顶板的连接,此时外墙为三边铰接而一边自由;如果半地下室的上部无窗洞,则外墙可按照四边铰接考虑。对于钢筋混凝土外墙,其底部与刚度很大的基础底板或基础梁相连,可认为是固定支座;水平方向为支撑在框架柱间的连续板,也可认为是固定支座;外墙顶部的支座条件应视具体情况而定。如果半地下室的上部有较多的窗洞,也不应考虑外墙与地下室顶板的连接,如果半地下室的上部无窗洞,则外墙顶部可视为铰接。

不要见不要贱 07-29 05:58

为了满足抗渗要求，地下室外墙（以下简称外墙）的厚度一般不应小于250mm，混凝土强度等级常用C20~C30。1．荷载：竖向荷载有上部及各层地下室顶板传来的荷载和外墙自重；水平荷载有室外地坪活荷载、侧向土压力、地下水压力、人防等效静荷载。（1）室外地坪活荷载：一般民用建筑的室外地面（包括可能停放消防车的室外地面），活荷载可取5kN/m2。有特殊较重荷载时，按实际情况确定。（京院技措2.0.6）地面活荷载对外墙产生的压力为沿墙高度方向的均布荷载Px，Px

坐拥百态 07-29 06:06

qx.Ka

仰望 07-29 06:14

qx/3,qx为地面活荷载（2）水压力：水位高度可按最近3~5年的最高水位确定，不包括上层滞水。（京院技措3.1.8）（3）土压力：a.当地下室采用大开挖方式，无护坡桩或连续墙支护时，地下室外墙承受的土压力宜取静止土压力，土压力系数K0，对一般固结土可取K0

再见陌生人 07-29 06:23

1-sinφ(φ为土的有效内摩擦角)，一般情况可取0.5。（京院技措2.0.16）b.当地下室施工采用护坡桩或连续墙支护时，地下室外墙土压力计算中可以考虑基坑支护与地下室外墙的共同作用，或按静止土压力乘以折减系数0.66近似计算，Ka

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