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A platform for research: civil engineering, architecture and urbanism
Overwater non-temporary pile sinking construction method
The invention relates to an overwater non-temporary pile sinking construction method, which specifically comprises the following steps of: (1) placing a counter-force base on a construction site; (2) fixing the static pressure pile planting machine on a counter-force base; (3) transporting the steel pipe piles from the operation base to a construction site; (4) pressing the first three steel pipe piles into the foundation by the static pressure pile planting machine; (5), the static pressure pile planting machine conducts pile planting construction on the pile top of the completed steel pipe pile in a self-walking mode at the same time; (6) after the static pressure pile planting machine performs construction for a limited distance, enabling a power unit, a pile self-propelled crane and a pile material carrying device to perform self-propelled by taking the pile top of the completed steel pipe pile as an operation track; and (7) when the construction distance is long, the pile material carrying device supplies the pile materials back and forth along the pile top of the completed steel pipe pile. The overwater non-temporary-arrangement pile sinking construction method is adopted, the whole set of equipment applied to the engineering method is developed, overwater non-temporary-arrangement pile sinking construction can be achieved, the press-in pile continuous wall can be constructed, the whole process is environmentally friendly, and the operation efficiency is high.
一种水上无临设沉桩施工方法，具体包括以下步骤：（一）、在施工现场放置反力基座；（二）、将静压植桩机固定在反力基座上；（三）、将钢管桩从作业基地运输到施工现场；（四）、静压植桩机将前三根钢管桩压入地基；（五）、静压植桩机在已完成的钢管桩桩顶上边自走边进行植桩施工；（六）、静压植桩机施工一段有限距离后，使动力单元、桩用自走式吊车和桩材搬运装置以已完成的钢管桩桩顶为作业轨道自走；（七）、施工距离较长时，桩材搬运装置沿着已完成的钢管桩桩顶往返供应桩材。本发明采用水上无临设沉桩施工方法，并开发出应用到该工程方法的整套设备，可以实现水上无临设沉桩施工，构筑压入桩连续墙，整个过程环保且作业效率高。
Overwater non-temporary pile sinking construction method
The invention relates to an overwater non-temporary pile sinking construction method, which specifically comprises the following steps of: (1) placing a counter-force base on a construction site; (2) fixing the static pressure pile planting machine on a counter-force base; (3) transporting the steel pipe piles from the operation base to a construction site; (4) pressing the first three steel pipe piles into the foundation by the static pressure pile planting machine; (5), the static pressure pile planting machine conducts pile planting construction on the pile top of the completed steel pipe pile in a self-walking mode at the same time; (6) after the static pressure pile planting machine performs construction for a limited distance, enabling a power unit, a pile self-propelled crane and a pile material carrying device to perform self-propelled by taking the pile top of the completed steel pipe pile as an operation track; and (7) when the construction distance is long, the pile material carrying device supplies the pile materials back and forth along the pile top of the completed steel pipe pile. The overwater non-temporary-arrangement pile sinking construction method is adopted, the whole set of equipment applied to the engineering method is developed, overwater non-temporary-arrangement pile sinking construction can be achieved, the press-in pile continuous wall can be constructed, the whole process is environmentally friendly, and the operation efficiency is high.
一种水上无临设沉桩施工方法，具体包括以下步骤：（一）、在施工现场放置反力基座；（二）、将静压植桩机固定在反力基座上；（三）、将钢管桩从作业基地运输到施工现场；（四）、静压植桩机将前三根钢管桩压入地基；（五）、静压植桩机在已完成的钢管桩桩顶上边自走边进行植桩施工；（六）、静压植桩机施工一段有限距离后，使动力单元、桩用自走式吊车和桩材搬运装置以已完成的钢管桩桩顶为作业轨道自走；（七）、施工距离较长时，桩材搬运装置沿着已完成的钢管桩桩顶往返供应桩材。本发明采用水上无临设沉桩施工方法，并开发出应用到该工程方法的整套设备，可以实现水上无临设沉桩施工，构筑压入桩连续墙，整个过程环保且作业效率高。
Overwater non-temporary pile sinking construction method
一种水上无临设沉桩施工方法
ZHANG BAOSEN (author) / HU QUANYI (author) / XIE ZHIGANG (author) / WANG ZILI (author) / YUE YUSU (author) / FANG XIAOHONG (author) / LI CHUNJIANG (author) / DENG YU (author) / YU GUOQING (author) / LI MINGYANG (author)
2023-05-09
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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