逆作法临时槽钢桩板挡墙施工技术 |
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引用本文: | 唐世亮,张瑜,刘阳,康玉川. 逆作法临时槽钢桩板挡墙施工技术[J]. 重庆建筑, 2012, 11(1): 22-25 |
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作者姓名: | 唐世亮 张瑜 刘阳 康玉川 |
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作者单位: | 重庆建工集团住宅建设有限公司 重庆400015 |
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摘 要: | 都会·首站一期A区Ⅰ标段工程采用逆作法临时槽钢桩板挡墙施工技术,具有安全可靠、施工速度较快、可操作性强的特点。在施工过程中,通过先施工抗滑桩,再逆作法施工槽钢和竹跳板组合形成的临时挡土板,然后逐层将边坡上的土石方进行二次平基,最后进行主体挡墙施工。经施工检验,逆作法临时槽钢桩板挡墙施工技术,安全可靠,施工速度较快,具有经济性、可操作性,达到设计预期效果。
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关 键 词: | 逆作法 槽钢 桩板挡墙 施工技术 |
Top-Down Method Technology Used in Temporary Channel Sheet Pile Walls Constructions |
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Abstract: | The paper described the writers expcricace in adopting top-down method as construction technology in a 3rd contract section project of One-stage of DuHui-ShouZan. And this construction technology was proved to be safe, reliable, quick constructional and practical operational. In the constructing, the characteristics presented such advantages as anti-slide pile on the first step, constructed retaining board formed of channel steel and bamboo springboard on the second step, smooth earthwork of slope with layer-by-layer on the third step. The main structure of retaining wall was finallyperformed. Top-down method was proved to be safe, reliale, quick constructional and practical operational which was demonstrated by the construction tests, and achieved the anticipated effects of the initial designs. |
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Keywords: | top-down Method channel steel sheet pile wall construction technology |
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