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Pile foundation construction method and planting pile construction method thereof
The invention relates to the technical field of foundation treatment, and provides a pile foundation construction method which comprises the following steps: jet grouting and hole forming: jet grouting fluid to a soil body at a preset pile position to punch and stir the soil body to a preset depth position to form a pile hole; sinking and filling: inserting a filling pipe with a temporarily closed discharge port into the pile hole to the bottom of the pile hole, and filling dry building particles into the filling pipe; and lifting and filling are conducted, specifically, the filling pipe is lifted from the hole bottom, the discharging opening is opened, the building particles are poured into the preset height position in the pile hole, the water content of the soil body can be effectively reduced, and the pile forming quality is improved. The invention further provides a planting pile construction method. The planting pile construction method comprises the pile foundation construction method and a pile planting step carried out after the lifting and filling step. In the pile planting step, before the materials in the pile holes are solidified, the precast piles are inserted into the pile holes to the preset depth, and the bearing capacity of the foundation can be effectively improved.
本发明涉及地基处理技术领域,本发明提供一种桩基础施工方法,包括旋喷成孔步骤:于预定桩位向土体旋喷流体冲切搅拌土体至预定深度位置形成桩孔;下沉填料步骤:将出料口暂时关闭的灌料管插入所述桩孔至孔底,并向所述灌料管内填充干燥的建筑颗粒;提升灌料步骤:将所述灌料管自所述孔底提升并打开所述出料口使建筑颗粒灌入至所述桩孔内预定高度位置,能够有效降低土体的含水量、提高成桩质量。本发明还提供一种种植桩施工方法,包括如上所述的桩基础施工方法以及在所述提升灌料步骤之后进行的植桩步骤;在所述植桩步骤中,于所述桩孔内物料凝固前,在所述桩孔内插设预制桩至预定深度,能够有效提高地基的承载力。
Pile foundation construction method and planting pile construction method thereof
The invention relates to the technical field of foundation treatment, and provides a pile foundation construction method which comprises the following steps: jet grouting and hole forming: jet grouting fluid to a soil body at a preset pile position to punch and stir the soil body to a preset depth position to form a pile hole; sinking and filling: inserting a filling pipe with a temporarily closed discharge port into the pile hole to the bottom of the pile hole, and filling dry building particles into the filling pipe; and lifting and filling are conducted, specifically, the filling pipe is lifted from the hole bottom, the discharging opening is opened, the building particles are poured into the preset height position in the pile hole, the water content of the soil body can be effectively reduced, and the pile forming quality is improved. The invention further provides a planting pile construction method. The planting pile construction method comprises the pile foundation construction method and a pile planting step carried out after the lifting and filling step. In the pile planting step, before the materials in the pile holes are solidified, the precast piles are inserted into the pile holes to the preset depth, and the bearing capacity of the foundation can be effectively improved.
本发明涉及地基处理技术领域,本发明提供一种桩基础施工方法,包括旋喷成孔步骤:于预定桩位向土体旋喷流体冲切搅拌土体至预定深度位置形成桩孔;下沉填料步骤:将出料口暂时关闭的灌料管插入所述桩孔至孔底,并向所述灌料管内填充干燥的建筑颗粒;提升灌料步骤:将所述灌料管自所述孔底提升并打开所述出料口使建筑颗粒灌入至所述桩孔内预定高度位置,能够有效降低土体的含水量、提高成桩质量。本发明还提供一种种植桩施工方法,包括如上所述的桩基础施工方法以及在所述提升灌料步骤之后进行的植桩步骤;在所述植桩步骤中,于所述桩孔内物料凝固前,在所述桩孔内插设预制桩至预定深度,能够有效提高地基的承载力。
Pile foundation construction method and planting pile construction method thereof
一种桩基础施工方法及其种植桩施工方法
YUE ZENGGUO (author)
2023-10-24
Patent
Electronic Resource
Chinese
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