目 录 第一章 建筑结构设计概述 第一节 建筑工程概况·················································1 第二节 结构方案设计·················································2 第二章 抗震设计 第一节 构件做法及标准荷载计算·······································6 第二节 框架分层计算重力荷载 ·······································9 第三节 横向框架侧移刚度计算········································14 第四节 横向框架自振周期计算········································15 第五节 横向水平地震作用计算和变形侧移计算··························16 第六节 水平地震作用下KJ-2框架内力计算····························19 第三章 竖向荷载作用下框架KJ-2的内力计算 第一节 恒荷载计算··················································25 第二节 恒荷载作用下弯矩、梁剪力及跨中最大弯矩计算··················32 第三节 活载满跨布置计算············································43 第四节 活载满跨布置时弯矩、梁剪力及跨中最大弯矩计算················47 第五节 KJ-2梁剪力、柱轴力、剪力计算·······························55 第四章 KJ-2梁、柱内力组合 第一节 内力组合的说明·············································57 第二节 内力组合过程···············································60 第五章 KJ-2梁柱截面设计 第一节 框架梁的截面设计···········································63 第二节 框架柱截面设计·············································69 第六章 纵向框架设计计算 第一节 恒荷载及活荷载计算········································73 第二节 恒载（活载）作用的弯矩剪力计算······························76 第三节 纵向框架配筋计算···········································82 第七章 楼梯设计······················································87 第八章 基础设计 第一节 基础设计说明··············································93 第二节 基础截面尺寸确定··········································93 第三节 基础梁内力计算············································95 第四节 基础的配筋计算············································99 第九章 现浇楼板设计、连系梁设计 第一节 双向楼板设计计算··········································103 第二节 二层连续单向板和连系梁设计计算····························106 参考文献······························································110 附表 ··································································111 钢筋混凝土框架建筑结构设计 摘 要 本次设计为一幢框架结构体系综合大楼，整体４层局部５层。结构设计与建筑风格吻合，大空间布置较多，以横向承重体系为主。建筑高度为 本次毕业设计包括建筑设计和结构设计，建筑设计部分绘制了13张建筑图，楼层布置方案考虑到服务区功能和美学效果。结构设计部分完成了19张结构施工图，设计计算中涵盖了竖向恒载、活载和水平地震荷载的内力计算，以及构件（梁、柱、板）和柱下条形基础等计算。本次设计先进行手工计算，之后借助于PKPM软件，对整个结构体系进行了电算，包括计算过程与施工图绘制。 关键词：建筑设计，结构设计，框架结构 Abstract This thesis deals with the design of a frame-structured synthetical building.The main body of the building is of five stories .The structure is engineered to the maintain architectural form, including big rooms and the most weight is loaded on the lateral frame . The total height of the building is The whole design procedure consists of the architectural and the structural design .In the architectural design , the service function is the most important factor of determining each floor plan , while the consideration of aesthetics is also included. Totally 13 architectural drawings are finished. In the structural analysis, the loads (such as the vertical dead load , live load and the horizontal earthquake load etc) and the internal forces under the action of loads as well as the reinforcement in the members (such as beam、 column、 plate、 stair) and strip foundation etc. are calculated. Except for the written calculation in this thesis, the software PKPM is also used to perform the whole procedure of structural design (both calculation and plotting of the structure working drawings ). Totally 19 structural drawings are finished. Key Words: architectural design , structural design , frame structure
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整体四层局部五层厂房
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