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| 某地下室混凝土墙未设对拉螺栓模板设计 | |
| 引用本文： | 孟泽,朱平. 某地下室混凝土墙未设对拉螺栓模板设计[J]. 山西建筑, 2008, 34(7): 155-157 |
| 作者姓名： | 孟泽 朱平 |
| 作者单位： | 江苏中厦集团有限公司,江苏盐城,224003 |
| 摘 要： | 结合某地下室工程实例，对混凝土墙模板未设对拉螺栓而采用扣件式钢管斜撑进行了计算，验证了内外竖楞间距、扣件抗滑承载力及底部钢管斜撑支撑点等，得出了扣件式钢管斜撑满足规范要求的结论。 |
| 关 键 词： | 对拉螺栓 钢管斜撑 墙模板 设计 |
| 文章编号： | 1009-6825（2008）07-0155-03 |
| 收稿时间： | 2007-11-12 |
| 修稿时间： | 2007-11-12 |
Formwork design without split bolt of one basement concrete wall |
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| MENG Ze,ZHU Ping. Formwork design without split bolt of one basement concrete wall[J]. Shanxi Architecture, 2008, 34(7): 155-157 | |
| Authors: | MENG Ze ZHU Ping |
| Abstract: | Combined with one basement work calculation is made on formwork with steel pipe and coupler inclined support without split bolt. The distance between vertical stands, anti-slide capacity of coupler and steel pipe inclined supportat the bottom are checking calculated. Results show steel pipe and coupler inclined support is good to meet codes requirements. |
| Keywords: | split bolt steel pipe inclined support wall formwork design |
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