发布时间 : 星期三 文章框架剪力墙结构毕业设计计算书 - 图文更新完毕开始阅读167c580dfe4733687e21aaa3
ＸＸＸＸ学院毕业设计
教师公寓设计
摘 要 根据相关建筑设计规范要求，设计此六层住宅楼，结构形式为现浇钢筋混凝土框架-剪力墙结构。
本次设计主要包括建筑设计和结构设计两方面的内容，在建筑设计中，本着“安全，适用，经济，美观”的原则，进行了建筑平、立、剖面设计，并用天正CAD绘制了建筑平面图、立面图和剖面图。在结构设计中，选取一榀框架进行手算，通过荷载统计、内力计算、内力效应组合及配筋计算得出此榀框架柱和梁的配筋，最后利用pkpm建模计算绘制整个建筑的结构施工图。通过本次设计了解了建筑设计和结构设计流程，巩固了专业知识，达到了毕业设计的要求。
关键词：框架-剪力墙;现浇钢筋混凝土结构;梁柱配筋;pkpm计算
ＸＸＸＸ学院毕业设计
Abstract According to relevant architecture design specification requirements, design this six-story residential
building, structure form for cast-in-situ reinforced concrete frame shear wall structure. This design includes architecture design and structure design of two contents, in architecture design, in \applicable, economy, beautiful\principle, the construction plan, elevation, section design, and drawn tianzheng CAD floor-plans, elevation and section. In structural design, selection of investigated.one is on hand, through the internal force calculation, load statistics, the internal force effect combination and calculated the reinforcement of the column and beam investigated.one reinforcement, finally, using the PKPM modeling calculation draw the entire building structure construction drawings. Through this design understand architectural design and structure design process, consolidate the professional knowledge, reached the graduation design requirements.
KeyWords：frame-shear wall;cast-in-situ reinforced concrete structure; Beam-column reinforcement; PKPM calculation
ＸＸＸＸ学院毕业设计
目 录
引言 ............................................................... 1 1 建筑设计 ......................................................... 2
1.1 设计理念................................................................... 2 1.2 工程概况................................................................... 2 1.3 设计依据................................................................... 2 1.4 平面设计................................................................... 3 1.5 立面设计................................................................... 3 1.6 剖面设计................................................................... 3
2 结构布置及截面尺寸初步估计 ....................................... 7
2.1结构布置 ................................................................... 7 2.2柱截面设计 ................................................................. 7 2.3梁截面设计 ................................................................. 8 2.4剪力墙截面设计 ............................................................. 8
3 结构计算简图及刚度参数计算 ....................................... 8
3.1 结构计算简图............................................................... 8 3.2 梁线刚度IB ................................................................ 9 3.3 柱线刚度IC ................................................................ 9 3.4 框架柱抗推刚度............................................................ 10 3.5 剪力墙抗弯刚度计算........................................................ 11 3.6 铰结体系结构刚度特征值计算................................................ 11
4 竖向荷载及其内力计算 ............................................ 12
4.1计算单元的选择确定 ........................................................ 12 4.2竖向恒载统计 .............................................................. 13 4.3竖向活载统计 .............................................................. 15 4.4恒载作用下的内力计算 ...................................................... 17
ＸＸＸＸ学院毕业设计
4.5活载作用下的内力计算 ...................................................... 23
5 横向水平地震作用下的内力计算 .................................... 29
5.1重力代表值计算 ............................................................ 29 5.2总地震作用计算 ............................................................ 31 5.3地震作用下剪力墙内力计算 .................................................. 34 5.4地震作用下框架内力计算 .................................................... 34
6 荷载效应及内力组合 .............................................. 37
6.1 梁柱内力调整.............................................................. 37 6.2 荷载效应组合.............................................................. 41
7 截面设计 ........................................................ 46
7.1 框架梁配筋计算............................................................ 46 7.2 框架柱配筋计算............................................................ 49 7.3 楼板配筋计算.............................................................. 52
8 框剪结构设计（电算） ............................................ 54
8.1 荷载统计.................................................................. 54 8.2 配筋面积计算.............................................................. 56 8.3 结构设计信息.............................................. 错误！未定义书签。 8.4 周期、地震力与振型........................................ 错误！未定义书签。 8.5 结构位移.................................................. 错误！未定义书签。
总结 .............................................. 错误！未定义书签。 致谢 .............................................. 错误！未定义书签。 参考文献 .......................................... 错误！未定义书签。