| 高位大悬挑转换厚板施工技术 |
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| 引用本文： | 易兴中.高位大悬挑转换厚板施工技术[J].施工技术,2006,35(2):72-75. |
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| 作者姓名： | 易兴中 |
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| 作者单位： | 南通建工集团有限公司,江苏,南通,226006 |
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| 摘 要： | 转换层厚板布置在建筑10层、标高40.0m处,其下梁板不能作为支撑平台。采用叠合法浇筑,钢桁架支撑,局部钢管扣件支撑等施工技术,圆满解决了施工技术难题,施工质量优良。
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| 关 键 词： | 大悬挑 转换板 施工技术 |
| 文章编号： | 1002-8498(2006)02-0072-04 |
| 修稿时间： | 2005年11月10 |
Construction Technology of High Elevation Large Suspension Thick Transfer Slab |
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| YI Xing-zhong.Construction Technology of High Elevation Large Suspension Thick Transfer Slab[J].Construction Technology,2006,35(2):72-75. |
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| Authors: | YI Xing-zhong |
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| Abstract: | The transfer slab is located at the tenth floor with elevation 40.0m.The floor under the slab can't serve as the support platform.It is difficult to construct.By adopting some methods,such as congruence pouring concrete,steel truss supporting,steel tubular scaffold supporting etc,the difficulties are resolved successfully,and the construction quality is excellent. |
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| Keywords: | large suspension transfer slab construction technology |
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