做异形柱框架设计的柱网和截面尺寸初估
19zxq86
19zxq86 Lv.2
2008年03月15日 09:51:57
只看楼主

我的毕业设计时做多层住宅,我选的 是做异形柱,但是不知道该如何估算截面尺寸,我的柱网跨度是4.8m和6.9m,柱距最大是4.8m。不知道可不可以,请各位路过的高手指教,谢谢

我的毕业设计时做多层住宅,我选的 是做异形柱,但是不知道该如何估算截面尺寸,我的柱网跨度是4.8m和6.9m,柱距最大是4.8m。不知道可不可以,请各位路过的高手指教,谢谢
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alexander_co_163
2009年11月08日 13:06:18
12楼
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lxl0454
2009年11月13日 12:12:08
13楼
2楼说的7、8度抗震柱肢至少要250mm厚,请问在哪个规范上写的?
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yzgang2001
2010年02月24日 10:56:30
14楼
根据异形柱规范的构造要求先初定截面
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gigiholly
2010年04月17日 20:42:10
15楼
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zxy19830101
2010年04月19日 18:10:11
16楼
下载了!应该很不错的!感谢兄弟了
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zxy19830101
2010年04月19日 18:11:47
17楼
下载了!应该很不错的!感谢兄弟了
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hnywn
2010年04月19日 20:49:50
18楼
一般用到异形柱大多是住宅,特别是别墅,如果只是初估的话,按照异形柱规程最小截面尺寸就差不多了。
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野蛮虫子
2010年05月20日 21:27:25
19楼
异形柱如何配筋,除角筋外其他是否按构造配筋
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tjdengshuyan12
2010年07月13日 08:36:33
20楼
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zrxj1205
2010年07月13日 23:50:31
21楼
试算一下就知道了,异型柱截面不好估算,一般是做200mm就可以了
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