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A platform for research: civil engineering, architecture and urbanism
Construction process for drilling and planting prefabricated pipe pile
The invention discloses a construction process for drilling and planting a prefabricated tubular pile, and relates to the technical field of tubular pile planting, and the construction process comprises the following steps: connecting a first steel guard column with a rotary excavating power head, rotating the rotary excavating power head and applying downward pressure so as to vertically implant the first steel guard column into the land; the embedded first steel protection column protrudes out of the upper end face of the land, and the first steel protection column is clamped through a bottom clamping mechanism; the first steel protection column and the rotary excavating power head are detached, the second steel protection column is sequentially connected with the first steel protection column and the rotary excavating power head, then the first steel protection column is loosened by the bottom clamping mechanism, the second steel protection column and the first steel protection column are integrally implanted into the land through rotation of the rotary excavating power head and application of downward pressure, and a dry excavating hole is formed; and the grouting guide pipe is positioned and placed in the middle of the dry digging hole through lifting equipment. The problem that in the prior art, a plurality of countersunk bolts need to be installed and tightened on two steel protection cylinders, and the time needed in the installation and disassembly process is increased is solved.
本发明公开了一种预制管桩钻孔植桩的施工工艺，涉及管桩植桩技术领域，包括以下步骤：将第一钢护柱与旋挖动力头连接，通过旋挖动力头转动并施加向下的压力，来实现将第一钢护柱竖直植入土地内，且植入的第一钢护柱突出于土地的上端面，通过底部夹紧机构将第一钢护柱夹紧；将第一钢护柱与旋挖动力头拆分，将第二钢护柱依次与第一钢护柱、旋挖动力头连接，接着底部夹紧机构将第一钢护柱松开，通过旋挖动力头转动并施加向下的压力，将第二钢护柱、第一钢护柱整体植入土地内，形成干挖孔；使用起吊设备将注浆导管定位放置于干挖孔中部：解决了现有技术中两个钢护筒上需要安装和拧紧多个沉头螺栓，增加了安装和拆卸过程的所需时间的问题。
Construction process for drilling and planting prefabricated pipe pile
The invention discloses a construction process for drilling and planting a prefabricated tubular pile, and relates to the technical field of tubular pile planting, and the construction process comprises the following steps: connecting a first steel guard column with a rotary excavating power head, rotating the rotary excavating power head and applying downward pressure so as to vertically implant the first steel guard column into the land; the embedded first steel protection column protrudes out of the upper end face of the land, and the first steel protection column is clamped through a bottom clamping mechanism; the first steel protection column and the rotary excavating power head are detached, the second steel protection column is sequentially connected with the first steel protection column and the rotary excavating power head, then the first steel protection column is loosened by the bottom clamping mechanism, the second steel protection column and the first steel protection column are integrally implanted into the land through rotation of the rotary excavating power head and application of downward pressure, and a dry excavating hole is formed; and the grouting guide pipe is positioned and placed in the middle of the dry digging hole through lifting equipment. The problem that in the prior art, a plurality of countersunk bolts need to be installed and tightened on two steel protection cylinders, and the time needed in the installation and disassembly process is increased is solved.
本发明公开了一种预制管桩钻孔植桩的施工工艺，涉及管桩植桩技术领域，包括以下步骤：将第一钢护柱与旋挖动力头连接，通过旋挖动力头转动并施加向下的压力，来实现将第一钢护柱竖直植入土地内，且植入的第一钢护柱突出于土地的上端面，通过底部夹紧机构将第一钢护柱夹紧；将第一钢护柱与旋挖动力头拆分，将第二钢护柱依次与第一钢护柱、旋挖动力头连接，接着底部夹紧机构将第一钢护柱松开，通过旋挖动力头转动并施加向下的压力，将第二钢护柱、第一钢护柱整体植入土地内，形成干挖孔；使用起吊设备将注浆导管定位放置于干挖孔中部：解决了现有技术中两个钢护筒上需要安装和拧紧多个沉头螺栓，增加了安装和拆卸过程的所需时间的问题。
Construction process for drilling and planting prefabricated pipe pile
一种预制管桩钻孔植桩的施工工艺
ZHOU JUN (author) / JI JUNFU (author) / YE SHENGLIN (author) / SHAO GANG (author) / LI RENQIANG (author) / YANG QING (author) / CHENG YONGJUN (author)
2024-10-15
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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