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单层工业厂房混凝土结构设计.pdf

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1、单层工业厂房混凝土结构设计第1章设计资料1.1 设计资料本毕业设计为某工业厂房设计，厂房长度为90m，21m双跨，柱距为6m。柱高大于11m，两跨各设1 台工作级别为A5吊车。厂房所在地区基本风压为0.4 kN/m2，基本雪压0.3kN/m2。1.2 基本要求认真贯彻“适用，安全，经济，美观”的设计原则；掌握建筑与结构设计全过程，基本方法和步骤;了解和掌握与设计有关的设计规和规定，并在设计中正确运用它们；调研收集有关资料、有关专业规、自然条件、地质条件、施工条件、使用要求等原始资料和相关条件；构件选用、建筑施工图绘制；根据建筑施工图和地质报告进行相关结构力计算，包括地基基础设计、柱、吊车梁

2、、屋架，完成结构施工图；完成计算书和全套设计施工图。1.3 地质抗震条件该地区工程地质良好，II类场地，地基承载力特征值为180kN/m2，常年地下水位为-4 米以下。抗震设防烈度为7度，要求进行横向及纵向抗震验算。设计地震动参数为amax0.12，特征周期Tg=0.45s。第 1 页，共 54 页第2章建筑方案设计2.1 厂房平面布置本厂房为21m双跨单层混凝土排架结构，具体排架柱布置见下图1-1图 1-1 厂房柱布置柱距为 6m，横向定位轴线用1、2 16 表示，厂房长度为90m，小于 100m，可不设伸缩缝，纵向定位轴线用A、B、C 表示，间距取跨度尺寸，即A B 轴线距离为21m，B

3、 C 轴线距离为21m。山墙布置抗风柱，端柱离开（向）横向定位轴线600mm，其余排架柱的形心与横向定位轴线重合。吊车采用桥式吊车，起重量为32/5t,故采用非封闭式轴线，在纵向定位轴线设联系尺寸，查05G335得联系尺寸为150mm,即边柱轴线至柱边为150mm。对于等高排架，中柱上柱截面形心与纵向定位轴线重合，吊车架外缘与上柱缘净空尺寸能满足要求。2.2 构件选型与布置2.2.1 屋面板和嵌板屋面板的型号根据外加屋面均布面荷载（不含屋面自重）的设计值，当屋架斜长不是屋面板宽 1.5m 的整数倍时，需要布置嵌板，查04G410-1。第 2 页，共 54 页文档编码:CQ3H1E4I9S5 H

4、F6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF

5、5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编

6、码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5

7、 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3

8、ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文

9、档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9

10、S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7荷载：屋面为二毡三油防水层 0.35kN/m220mm 水泥砂浆找平层 0.4kN/m280mm 厚加气混凝土保温层 0.65kN/m2活荷载 0.5kN/m2外加荷载基本组合设计：恒载起控制作用q=1.35 0.35+0.4+0.651.4 0.7 0.52.28kN/m2 活载起控制作用q=1.

11、2 0.35+0.4+0.651.4 0.52.18kN/m2采用预应力混凝土屋面板。查04G410-1 中表 6.3.1，选用 Y-WB-2II,允许荷载基本组合设计值为2.5kN/m22.28kN/m2，厂房嵌板Y-KWB-2II,端板分别为Y-WB-2IIs,Y-KWB-2IIs,天窗架上的选用Y-WB-2II，檐口板Y-WBT-2II，端板分别为Y-WB-2IIs,Y-WBT-2IIsa,Y-WBT-2IIsb，其中屋面板自重为1.4kN/m2，嵌板的自重为1.70kN/m2，灌缝为0.1kN/m2。2.2.2 天沟板当屋面采用有组织排水时，需要布置天沟。对于单跨，既可以采用外天沟，也

12、可以采用天沟。对于多跨，侧只能采用天沟。本厂房采用有组织排水，全部采用天沟。天沟的型号根据外加均布线荷载值查G410(二)。计算天沟的积水荷载时，按天沟的最大深度确定。同一型号的天沟板有三种情况：不开洞、开洞和加端壁。在落水管位置的天沟板需要开洞，分左端开洞和右端开洞，分别用“a”、“b”表示，厂房端部有端壁的天沟板用“sa”，“sb”表示。本厂房在 1，4，7，10，13，16 轴线外设置落水管。天沟荷载：两毡三油防水层 0.350.62=0.22kN/m 20mm 水泥砂浆找平层 0.02 200.62=0.25kN/m 积水荷载 10 0.13 0.62=0.81kN/m 屋面均布活载

13、0.50.62=0.31kN/m 外加荷载基本组合设计：恒载起控制作用q=1.35 0.22+0.251.4 0.7(0.31+0.81)1.73kN/m活载起控制作用q=1.2 0.22+0.251.4(0.31+0.81)2.13kN/m 第 3 页，共 54 页文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档

14、编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S

15、5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3

16、 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7

17、文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I

18、9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6

19、K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10

20、V7根据天沟外加荷载设计值查表，一般天沟板选用TGB662-1，开洞天沟板选用TGB62-1a或 TGB62-1b，端部为TGB62-1sa 或 TGB62-1sb，允许外加荷载3.16kN/m 2.13kN/m，自重2.06kN/m。2.2.3 屋架、天窗及屋架支撑（1）天窗架6m跨天窗架，天窗檐口标高17.200m，基本风压00.4kN/m2，窗扇高1.2m，风震系数z=1.0，地面粗糙度类别B，风压高度变化系数z=1.19。无挡风板6.0s，风荷载标准值：kzzs0=10.6 1.19 0.4=0.29kN/m2，天窗架由 05G512钢天窗架可知允许外加荷载0.29kN/m24h=94

21、00mm 得,取7s=+0.6（2）作用在柱顶的集中风荷载wF作用在柱顶的集中风荷载wF由两部分组成：柱顶至檐口竖直面上的风荷载w1F和坡屋面上的风荷载w2F，其中后者的作用方向垂直于屋面，因而是倾斜的，需要计算其水平方向第 15 页，共 54 页文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4

22、I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J

23、6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R1

24、0V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1

25、E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P

26、9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5

27、R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7的分力（竖直分力

28、在排架分析中一般不考虑）60.42.40ikszoszszqDwD表 4-2 qik值（标准值）计算q 1q2q3q4q5q6q7q8q9q10qz1.04 1.04 1.19 1.19 1.19 1.19 1.19 1.19 1.19 1.19 s0.8-0.4 0.8-0.2 0.6-0.6-0.6-0.5-0.4-0.4 ikq(kN/m)2.00 1.00 2.28 0.57 1.71 1.71 1.71 1.43 1.14 1.14 作用长度（m）2.285 1.16 1.98 1.98 1.98 1.98 1.16 2.285 方向wF=1034956782.285(q+q)+1.

29、16 (-q+q)+1.98(q+q+q+q)Q=1.42.285(2.28+1.14)+1.16(-0.57+1.14)+1.98(1.71+1.71+1.71+1.43)=36.39kN()4.6 墙体自重砖砌体单位重19 kN/m3，钢筋混凝土25 kN/m3，20 厚水泥砂浆粉刷墙0.36 kN/m2故在 6m柱距横向排架计算单元之，各部分墙重为窗上墙：5A1P=6.00.372.9 19+60.30.625+6.03.50.36=156.88kN窗间墙：5A2P=6.00.373.0 19+60.30.325+6.03.30.36=147.17kN窗下墙：5A3P=6.00.37 1

30、.6519+60.240.4525+6.01.60.36=89.26kN钢窗重：3.6 3.0 0.45 4.86kN 3.0 2.1 0.45 2.84kN 墙体自重:5AP 156.88+147.17+89.26+4.86+2.84401.01kN 山墙自重(两侧都布置山墙)：P5A山=4045.06kN 4.7 横向地震力计算第 16 页，共 54 页文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R1

31、0V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1

32、E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P

33、9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5

34、R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3

35、H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D

36、3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2

37、D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7表 4-3 各计算单元荷载作用于一个排架计算单元（6m）上的荷载（kN）山墙（两侧都有布置）（kN）山墙柱（仅山墙处有，厂房一侧有 6 根）（kN）屋盖恒载屋面雪载柱自重吊车梁及轨道连接一台 32/5t 吊车桥架围护纵墙886.9 75.6 262.00 194.72 701.4 802.02 8090.12 369.36 注：边柱每个重83.3 kN，中柱每个重95.4kN（1）横向基本自震周期计算886.900.575.60.5194.720.25(262.00802.02)1288.07eqG

38、kN 111(1/11)1/(0.0381 0.0422+0.0381)ABcCE=42.8210m/kN 4111220.81288.072.88 100.97eqTkGs（2）横向地震作用计算（0.45gTs）0.91max10.450.080.04000.97gTT集中于柱顶标高处的重力荷载代表值（H2=12.10m）1886.90.575.060.7802.020.1262.001492.04GkN 集中于吊车梁顶标高处的重力荷载代表值（H1=9.10m）1194.72701.40.4262.001000.92CGkN 查抗震设计规，按两端山墙、屋盖长90m考虑。10.851111()

39、0.0400(1492.041000.92)0.8579.77EcFGGkN 11000.929.1079.7726.75kN1000.929.1001492.04 12.1cF11492.0412.179.7753.02kN1000.929.1001492.0412.1F1F,1CF相应作用点位置示于图第 17 页，共 54 页文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E

40、4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9

41、J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R

42、10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H

43、1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3

44、P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D

45、5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ

46、3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7图 4-4 F1、Fc1作用点位置4.8 荷载汇总表在计算简图中，上柱的计算轴线取为上柱的截面形心线，下柱的计算轴线取为下柱的截面形心线。下面计算时弯矩和剪力的符号按照下述规则：弯矩以顺时针方向为正，剪力以使构件产生顺时针方向转动趋势为正；轴力以压为正。见表4-4 表 4-4 荷载汇总表荷载类型A(C)柱B柱N(kN)M(kN?m)N(kN)M(kN?m)恒载P1A=254.1 P2A=21.0 P2A+P4A=69.68 P3A=32.30 12412.7149.31AAAMMM12243508.225.2.122.5670

47、.20BBBBBPPPPP屋面活载P1A=31.5 73.458.121AAMM5.311BPBM2=4.73 吊车竖向荷载max4min4334.6882.03AADAPDAP在柱，在柱44133.8732.81AAMMmax4min482.03334.68BBDAPDAP在柱，在柱4461.51251.01BBMM吊车横向水平荷载max13.0532/5tT（一台）风荷载1236.39kN2.00kN/m1.25kN/mWFqq第 18 页，共 54 页文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9

48、J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R

49、10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H

50、1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3P9J6K3 ZF5L2D5R10V7文档编码:CQ3H1E4I9S5 HF6D3

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