| 泰东河特大桥引桥盖梁施工中钢包箍的设计 |
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| 引用本文： | 战启芳,张永民. 泰东河特大桥引桥盖梁施工中钢包箍的设计[J]. 石家庄职业技术学院学报, 2005, 17(2): 36-38 |
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| 作者姓名： | 战启芳 张永民 |
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| 作者单位： | 1. 石家庄铁路职业技术学院,建筑系,河北,石家庄,050041
2. 中铁二十局集团一公司,江苏,苏州,215129 |
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| 摘 要： | 根据“力的平衡”原则,将钢包箍箍牢墩柱,靠其与墩柱间的摩擦力来承受盖梁、模板及外荷载,这样可以节省大量支架及承重体系,加快工程进度．
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| 关 键 词： | 盖梁施工 钢包 特大桥 设计 引桥 承重体系 工程进度 摩擦力 外荷载 墩柱 |
| 文章编号： | 1009-4873(2005)02-0036-03 |
| 修稿时间： | 2004-04-27 |
The steel wrap hoop design of Taidonghe river bridge coping construction |
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| ZHAN Qi-fang,ZHANG Yong-min. The steel wrap hoop design of Taidonghe river bridge coping construction[J]. Journal of Shijiazhuang Vocational Technology Institute, 2005, 17(2): 36-38 |
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| Authors: | ZHAN Qi-fang ZHANG Yong-min |
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| Affiliation: | ZHAN Qi-fang1,ZHANG Yong-min2 |
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| Abstract: | According to the principle of the"force balance",the steel wrap hoop is fixed on the column,so the coping,template and other loads are supported by the friction force. As a result,a lot of brackets and support system are economized and the speed of progress is much accelerated. |
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| Keywords: | coping steel wrap hoop design and application |
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