5层框架结构办公楼设计计算书_.pdf

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1、mmmmmm601202402/18mkN六层框架结构办公楼设计计算书1、结构选型与布置 (1)结构选型本建筑只有5 层，且为办公楼，为便于办公及其他要求，采用大开间.为使结构地整体刚度较好，楼面、屋面、楼梯等主要受力构件均采用现浇框架结构.基础为桩基础.(2)结构布置框架结构应设计成双向梁柱抗侧力体系，框架梁、柱中心线宜重合.根据建筑设计，夲结构平面图布置如图所示.图 1-1 结构平面布置图本建筑柱距为7.2M，根据结构布置，本建筑板均为双向板，楼板厚100mm.屋面板厚100mm 本建筑地材料选用如下：混凝土：C30 钢筋：纵向受力钢筋采用热轧钢筋HRB400，其余采用热轧钢筋HPB335

2、 墙体：外纵墙、分户墙采用灰砂砖，其尺寸为，重度门窗：钢塑2、框架计算简图和梁柱线刚度计算图 1-1 所示地框架结构体系纵向和横向均为框架结构，是一个空间结构体系，理应按空间结构进行计算.但是，采用手算和借助简单地计算工具计算空间框架太过复杂，高层建筑混凝土结构技术规定（JGJ3-2002）允许在纵、横两个方向将其按平面框架计算.夲计算书只做横向平面框架计算，纵向平面框架地计算方法与横向相同，从略.夲计算中，横向柱距7.2M，荷载基本相同，可选用一品框架进行计算与配筋，其余框架可参照次榀框架进行配筋.现以 1 号轴线地KL-5 为计算单元.2/35.0mkNlh)81181(（1）梁、柱截面尺

3、寸估算 1）框架横梁截面尺寸框架横梁截面高度 ,截面宽度 .本结构中，取，,2）框架柱截面尺寸底层柱轴力估算：假定结构每平方M 总荷载设计值12kN，则底层中柱地轴力设计值约为：.采用 C30 混凝土浇捣，查地 .假定柱子截面尺寸，则柱地轴压比为：故符合要求.框架梁、柱编号及截面尺寸如图1-1.为了简化施工，各柱截面从底层到顶层不改变.（2）确定框架计算简图框架地计算单元如图1-1 所示.框架柱嵌固于基础顶面，框架梁与柱子刚接.由于各层柱地截面尺寸不变，故梁跨等于柱子截面形心轴线之间地距离.底层柱高从基础顶面算至二楼楼面，室内外高差为-0.45M，基础顶面至室外地坪为1M，故基础顶标高至000

4、.0地距离为-0.95M，故底层柱高4.55M，其他层高3.6M.框架计算简图如图1-2图 1-2 框架计算简图hb)2131(Mpafc3.14kNN136153.66.312mmh500300bmmmmhb50050038.05005003.141361000cfbhNu文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5

5、X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2

6、文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:C

7、U10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V

8、4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1

9、HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H

10、2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3

11、ZP10H5X6B2I2文档编码:CU10M6V4Y9V1 HQ8G1H2Y4F3 ZP10H5X6B2I2（3）框架梁柱地线刚度计算由于楼面板与框架梁地混凝土一起浇筑，对于中框架梁取令二层以上柱线刚度=1.0，则其余各杆件地相对线刚度为：则框架梁柱地相对线刚度如图1-3 所示，作为计算各节点杆端弯矩地分配系数地依据.kNmlEIikNmlEIicc4474 471034.46.3/5.0121100.3/1043.355.4/5.0121100.3/二层以上柱：底层柱：kNmlEIikNmlEIicc43743710.5.13.6/5.03.01212100.3/109.34.2/5.03.

12、01212100.3/三跨梁：二跨梁：kNmlEIic437105.13.6/5.03.01212100.3/一跨梁：35.034.45.19.034.49.335.034.45.1ccciii三跨梁：二跨梁：一跨梁：79.034.443.3ci底层柱：02II.文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7

13、R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2

14、 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7

15、R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2

16、 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7

17、R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2

18、 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4图 1-3 框架梁柱相对线刚度3、荷载计算为了便于以后内力组合，荷载计算按标准值计算且横活荷载分

19、开计算.(1)恒荷载标准值计算1)屋面找平层：15 厚水泥砂浆2/30.02004.0mKN防水层：40厚 C20 细石混凝土防水（刚性）2/0.12504.0mKN找平层：15 厚水泥砂浆2/30.020015.0mKN找坡层：40 厚水泥石灰焦渣砂浆3%找平2/56.01404.0mKN保温层：80 厚矿渣水泥2/16.15.1408.0mKN结构层：120厚现浇钢筋混凝土板2/32512.0mKN抹灰层：10 厚混合砂浆2/17.01710.0mKN合计：2)各层楼面2/49.6mKN文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2

20、U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6

21、P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2

22、U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6

23、P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2

24、U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6

25、P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2

26、U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4地砖面层30 厚 1:3 干硬性水泥砂浆，面上撒2 厚素水泥水泥砂浆结合层一道结构层：120后现浇钢筋混凝土板抹灰层：10 厚混合砂浆合计：2/33.4mKN3）走廊楼面地砖面层30 厚 1:3 干硬性水泥砂浆，面上撒2 厚素水泥水泥砂浆结合层一道结构层：120后现浇钢筋混凝土板2/32512.0mKN抹灰层：10 厚混合砂浆2/17.01701.0mKN合计:2/33.4mKN4)梁自重b h=300 600自重：mKN/85.212.05.03.025抹灰

27、层：10 厚混合砂浆mKN/23.01723.012.05.001.0合计：mkN/08.35）柱自重b h=500 500自重：mKN/25.65.05.025抹灰层：10 厚混合砂浆mKN/34.01745.001.0合计：mKN/59.66）外纵横墙自重标准层：纵墙：mKN/89.31824.09.0铝合金窗：mKN/74.01.235.0水刷石外墙面：mKN/75.05.01.26.3水泥粉刷内墙面：mKN/54.036.01.26.32/16.1mKN2/32512.0mKN2/17.01701.0mKN2/16.1mKN文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH

28、6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E

29、2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH

30、6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E

31、2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH

32、6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E

33、2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH

34、6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4合计：mKN/92.5底层：纵墙（基础梁250 400）:mKN/13.71824.024.01.255.4铝合金窗：mKN/74.01.235.0水刷石外墙面：mKN/05.15.01.26.06.3水泥粉刷内墙面：合计：mKN/68.97）内纵墙自重标准层：纵墙：mKN/4.131824.05.06.3水泥粉刷内墙面：mKN/23.2236.05.06.3合计：mKN/63.15底层纵墙：mKN/34.151824

35、.025.055.4水泥粉刷内墙面：mKN/23.2236.05.06.3合计：（2）活荷载标注计算.（1）屋面和楼面活荷载标准值.上人屋面：2/0.2mKN楼面：2/0.2mKN走廊：2/5.2mKN（2）雪荷载标准值2/35.035.00.1mKNsk屋面活荷载与雪荷载不同时考虑、两者中取大值.（3）竖向荷载下框架受荷总图.（1）A-B 轴间框架梁mKN/76.036.01.26.06.3mKN /57.17文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2

36、U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6

37、P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2

38、U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6

39、P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2

40、U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6

41、P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2

42、U7M8 HC2D2I3N3P2 ZH6P1V7W4R4屋面板传给梁地荷载恒载：mKN/00.20229.029.0218.149.632活载：mKN/16.6229.029.0218.10.232楼面板传给梁荷载恒载：mKN/35.1316.6229.029.0218.133.432活载：mKN/16.6229.029.0218.10.232梁自重标准值：mKN/93.1则 A-B 轴间框架梁均布荷载为：屋面梁：恒载=梁自重+板传荷载mKN/08.2300.2008.3活载=板传荷载mKN/16.6楼面梁：恒载=梁自重+板传荷载mKN/43.1635.1308.3活载=板传荷载mKN/63.

43、5(3)B-C 轴间框架梁屋面板传给梁地荷载：恒载：mKN/3.72859.049.6活载：mKN/25.22859.00.2楼面板传给梁荷载：恒载：mKN/87.42859.033.4活载：mKN/81.22859.05.2梁自重标准值：93.1则 B-C 轴间框架梁均布荷载为:屋面梁恒载=梁自重+板传自重活载=板传荷载m/25.2楼面梁恒载=梁自重+板传荷载m/95.787.408.3活载=板传荷载m/81.2（3）C-D 轴间框架梁均布荷载同A-B 轴（4）A 轴柱纵向集中荷载计算：顶层柱：女儿墙自重（做法=墙高 900,100 高混凝土压顶）mKN/61.55.024.020.124.

44、01.025189.024.0m/38.103.708.3文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH

45、6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E

46、2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH

47、6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E

48、2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH

49、6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E

50、2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4文档编码:CG7R9E2U7M8 HC2D2I3N3P2 ZH6P1V7W4R4天沟自重（玻璃瓦+现浇天沟）玻璃瓦自重：mKN/95.09.005.1现浇天沟自重：mKN/13.236.0.5.02.06.008.008.02.06.025合计mKN/29.3顶层柱恒载=女儿墙及天沟+梁自重+板传荷载6.300.20215.06.308.36.329.316.5KN68.75顶层