| 框筒结构厚剪力墙施工技术 |
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| 引用本文： | 赵新文.框筒结构厚剪力墙施工技术[J].科技情报开发与经济,2006,16(9):288-290. |
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| 作者姓名： | 赵新文 |
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| 作者单位： | 中铁十二局集团建筑安装工程有限公司,山西,太原,030024 |
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| 摘 要： | 厚剪力墙在超高层框筒(框剪)结构中并不多见,只有从厚剪力墙配模、对拉螺杆设计及验算与内、外钢楞配置等环节入手,才能确保墙体混凝土成型内实外顺。
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| 关 键 词： | 框筒结构 厚剪力墙 施工技术 |
| 文章编号： | 1005-6033（2006）09-0288-03 |
| 收稿时间： | 2006-01-12 |
| 修稿时间： | 2006年1月12日 |
The Construction Technique for the Thick Shear-wall with the Framed Tube Structure |
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| ZHAO Xin-wen.The Construction Technique for the Thick Shear-wall with the Framed Tube Structure[J].Sci-Tech Information Development & Economy,2006,16(9):288-290. |
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| Authors: | ZHAO Xin-wen |
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| Institution: | ZHAO Xin-wen |
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| Abstract: | The thick shear-wall is rarely seen in the super high-rise framed tube(framed shear-wall)structure,only starting from the form allocation of the thick shear-wall,the design and checking calculation of the counter screw bolts,and the allocation of the internal and external steel prism can guarantee the internal solid and external smooth of the shaped concrete wall. |
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| Keywords: | framed tube structure thick shear-wall construction technique |
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