美术馆圆弧玻璃幕墙、石材幕墙计算书

内蒙古美术馆幕墙工程

设计计算书

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二。一六年一月九日

目录

1计算引用的规范、标准及资料............................................................................17连接件计算...........................................................................................10

1.1幕墙设计规范：.................................................................................17.1横梁与立柱间焊接强度计算.......................................................................11

1.2建筑设计规范：................................................................................17.2立柱与主结构连接...............................................................................11

1.3铝材规范：.....................................................................................18幕墙埋件计算（特殊倒锥形胶粘型化学锚栓）...............................................................12

1.4金属板及石材规范：.............................................................................18.1荷载值计算.....................................................................................12

1.5玻场规范：.....................................................................................18.2锚栓群中承受拉力最大锚栓的拉力计算............................................................12

1.6钢材规范：.....................................................................................18.3群锚受剪内力计算...............................................................................13

1.7胶类及密封材料规范：..........................................................................28.4锚栓钢材破坏时的受拉承载力计算................................................................13

1.8五金件规范：...................................................................................28.5锚栓钢材受剪破坏承载力计算.....................................................................13

1.9相关物理性能等级测试方法：....................................................................28.6基材混凝土受剪承载力计算.......................................................................13

1.10《建筑结构静力计算手册》（第二版）..............................................................29幕墙转接件强度计算...................................................................................14

1.11土建图纸:....................................................................................29.1受力分析.......................................................................................14

2X-4轴到X-3轴位置玻璃幕墙计算........................................................................29.2转接件的强度计算...............................................................................14

2.1幕墙所在地区...................................................................................210幕墙焊缝计算.........................................................................................14

2.2地面粗糙度分类等级............................................................................210.1受力分析......................................................................................14

2.3抗震设防.......................................................................................310.2焊缝特性参数计算..............................................................................14

3幕墙承受荷载计算......................................................................................310.3焊缝校核计算..................................................................................14

3.1风荷载标准值的计算方法........................................................................311显竖隐横玻璃幕墙胶类及伸缩缝计算...................................................................15

3.2计算支撑结构时的风荷载标准值..................................................................411.1抗，设计下结构硅酮密封胶的宽度计算...........................................................15

3.3计算面板材料时的风荷载标准值..................................................................411.2玻璃与铝框间在温度作用下结构胶粘结厚度.......................................................15

3.4垂直于幕墙平面的分布水平地震作用标准值.......................................................411.3结构胶设计总结.................................................................................15

3.5平行于幕墙平面的集中水平地震作用标准值.......................................................411.4立柱连接伸缩缝计算............................................................................15

3.6作用效应组合...................................................................................411.5玻璃镶嵌槽紧固螺钉抗拉强度计算................................................................15

4幕墙立柱计算..........................................................................................411.6耐候胶胶缝计算.................................................................................16

4.1立柱型材选材计算...............................................................................4117幕墙所在地区...................................................................................16

4.2确定材料的截面参数............................................................................511.8地面粗糙度分类等级............................................................................16

4.3选用立柱型材的截面特性........................................................................511.9抗震设防.......................................................................................16

4.4立柱的抗弯强度计算............................................................................512幕墙承受荷载计算....................................................................................16

4.5立柱的挠度计算................................................................................612.1风荷我标准值的计算方法........................................................................16

4.6立柱的抗剪计算.................................................................................612.2计算支撑结构时的风荷我标准值.................................................................17

5幕墙横梁计算..........................................................................................612.3计算面板材料时的风荷我标准值.................................................................17

5.1横梁型材选材计算...............................................................................612.4垂直于幕墙平面的分布水平地震作用标准值.......................................................17

5.2确定材料的截面参数............................................................................712.5平行于幕墙平面的集中水平地震作用标准值.......................................................17

5.3选用横梁型材的截面特性........................................................................812.6作用效应组合..................................................................................17

5.4幕墙横梁的抗弯强度计算........................................................................813幕墙立柱计算.........................................................................................18

5.5横梁的挠度计算.................................................................................813.1立柱型材选材计算..............................................................................18

5.6横梁的抗剪计算.................................................................................813.2确定材料的截面参数............................................................................18

6玻璃板块的选用与校核..................................................................................913.3选用立柱型材的截面特性........................................................................19

6.1玻璃板块荷载计算：.............................................................................913.4立柱的挠度计算................................................................................20

6.2玻璃的强度计算：.............................................................................1013.5立柱的抗剪计算................................................................................20

6.3玻璃最大挠度校核：...........................................................................1013.6立柱的稳定性计算..............................................................................21

14幕墙横梁计算.................................21.4立柱的抗弯强度计算.........................................................................33

14.1横梁型材选材计算......................21.5立柱的挠度计算..............................................................................34

14.2确定材料的截面参数....................21.6立柱的抗剪计算..............................................................................34

14.3选用横梁型材的截面特性................22幕堵横梁计算........................................................................................34

14.4幕墙横梁的抗弯强度计算................22.1横梁型材选材计算............................................................................34

14.5横梁的挠度计算........................22.2确定材料的截面参数.........................................................................35

14.6横梁的抗剪计算........................22.3选用横梁型材的截面特性.....................................................................35

15玻璃板块的选用与校核........................22.4幕墙横梁的抗弯强度计算.....................................................................36

15.1玻璃板块荷载计算：....................22.5横梁的挠度计算..............................................................................36

15.2玻璃的强度计算:......................22.6横梁的抗剪计算..............................................................................36

15.3玻璃最大挠度校核：....................23玻璃板块的选用与校核...............................................................................37

16连接件计算...................................23.1玻璃板块荷载计算：..........................................................................37

16.1横梁与立柱间焊接强度计算..............23.2玻璃的强度计算:...........................................................................37

16.2立柱与主结构连接......................23.3玻璃最大挠度校核：.........................................................................38

17幕墙埋件计算（特殊倒徘形胶粘型化学锚栓）......

17.1荷载标准值计算........................24.1横梁与立柱间焊接强度计算...................................................................38

17.2锚栓群中承受拉力最大锚栓的拉力计算.….…24.2立柱与主结构连接...........................................................................39

17.3群锚受剪内力计算......................25幕墙埋件计算（土建预埋）.............................................................................40

17.4锚栓钢材受剪破坏承载力计算...........25.1荷载标准值计算..............................................................................40

18幕墙焊缝计算.................................25.2埋件计算....................................................................................40

18.1受力分析...............................25.3锚板总面积校核..............................................................................40

18.2焊缝特性参数计算......................25.4锚筋长度计算................................................................................41

18.3焊缝校核计算..........................26幕墙转接件强度计算.................................................................................41

19显竖隐横玻璃幕墙胶类及伸缩缝计算...........26.1受力分析....................................................................................41

19.1抗震设计下结构硅的密封胶的宽度计算…..…26.2转接件的强度计算...........................................................................41

19.2玻璃与铝框间在温度作用下结构胶粘结厚度27幕墙焊缝计算........................................................................................41

19.3结构胶设计总结........................27.1受力分析....................................................................................41

19.4立柱连接伸缩缝计算....................27.2焊缝特性参数计算...........................................................................41

19.5玻璃镶嵌槽紧固螺钉抗拉强度计算........27.3焊缝校核计算...............................................................................41

19.6耐候胶胶缝计算........................28显竖隐横玻璃幕墙胶类及伸缩缝计算..................................................................42

19.7幕墙所在地区..........................28.1抗震设计下结构硅酮密封胶的宽度计算.........................................................42

19.8地面粗糙度分类等级....................28.2玻璃与铝框间在温度作用下结构胶粘结厚度....................................................42

19.9抗震设防...............................28.3结构胶设计总结..............................................................................42

20幕墙承受荷裁计算.............................28.4立柱连接伸缩缝计算.........................................................................42

20.1风荷载标准值的计算方法................28.5玻璃镶战槽紧固螺钉抗拉强度计算............................................................42

20.2计算支撑结构时的风.荷载标准值.........28.6耐候胶胶缝计算..............................................................................43

20.3计算面板材料时的风荷载标准值.........28.7幕墙所在地区................................................................................43

20.4垂直于幕墙平面的分布水平地震作用标准值28.8地面粗糙度分类等级.........................................................................43

20.5平行于幕墙平面的集中水平地震作用标准值28.9抗震设防....................................................................................43

20.6作用效应组合..........................29幕墙承受荷载计算...................................................................................43

21幕墙立柱计算.................................29.1风荷载标准值的计算方法.....................................................................43

21.1立柱型材选材计算......................29.2计算支撑结构时的风荷载标准值..............................................................44

21.2确定材料的截面参数....................29.3计算面板材料时的风荷载标准值...............................................................44

21.3选用立柱型材的截面特性................29.4垂直于幕墙平面的分布水平地震作用标准值....................................................44

29.5平行于幕墙平面的集中水平地质作用标准值....................................................4438.1风荷载标准值的计算方法.....................................................................55

29.6作用效应组合................................................................................4438.2计算支撑结构时的风荷我标准值...............................................................56

30幕墙立柱计算........................................................................................4538.3计算面板材料时的风荷载标准值...............................................................56

30.1立柱型材选材计算............................................................................4538.4垂直于幕墙平面的分布水平地震作用标准值....................................................56

30.2确定材料的截面参数.........................................................................4538.5平行于幕墙平面的集中水平地震作用标准值....................................................56

30.3选用立柱型材的截面特性.....................................................................4638.6作用效应组合................................................................................56

30.4立柱的抗弯强度计算.........................................................................4639幕墙立柱计算........................................................................................56

30.5立柱的挠度计算.............................................................................4639.1立柱型材选材计算............................................................................57

30.6立柱的抗剪计算.............................................................................4639.2确定材料的截面参数.........................................................................57

31幕墙横梁计算........................................................................................4739.3选用立柱型材的截面特性.....................................................................58

31.1横梁型材选材计算............................................................................4739.4立柱的抗弯强度计算.........................................................................58

31.2确定材料的截面参数.........................................................................4839.5立柱的挠度计算..............................................................................59

31.3选用横梁型材的截面特性.....................................................................4839.6立柱的抗剪计算..............................................................................59

31.4幕墙横梁的抗弯强度计算.....................................................................4840幕墙横梁计算........................................................................................60

31.5横梁的挠度计算.............................................................................4940.1横梁型材选材计算............................................................................60

31.6横梁的抗剪计算.............................................................................4940.2确定材料的截面参数.........................................................................61

32背栓连接石材的选用与校核...........................................................................4940.3选用横梁型材的截面特性.....................................................................61

32.1石材板块荷载计算............................................................................4940.4幕墙横梁的抗弯强度计算.....................................................................61

32.2石材的抗弯设计.............................................................................5040.5横梁的挠度计算.............................................................................62

32.3石材的剪应力校核...........................................................................5040.6横梁的抗剪计算..............................................................................62

32.4背栓自身强度计算...........................................................................5041背栓连接石材的选用与校核...........................................................................62

32.5背栓锚固处板材抗拉承载力计算...............................................................5141.1石材板块荷载计算............................................................................62

33连接件计算..........................................................................................5141.2石材的抗弯设计..............................................................................63

33.1横梁与立柱间焊接强度计算...................................................................5141.3石材的剪应力校核...........................................................................63

33.2立柱与主结构连接...........................................................................5141.4背栓自身