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Tubular pile construction process
The invention relates to a tubular pile construction technology, and relates to the technical field of tubular pile construction. The method comprises the following steps that S1, the ground is flattened, and pile positions are obtained; s2, the pile pressing machine is moved to the pile position to be in place; s3, a first section of pipe pile is lifted and conveyed into a pile clamping box on the pile pressing machine, and a pile body of the first section of pipe pile is clamped; s4, the first section of pipe pile is aligned with the pile position, a pile pressing machine is balanced, and pile pressing operation is started to be conducted on the first section of pipe pile; s5, the first section of pipe pile is higher than the ground by a certain distance, the step S3 is repeated, and the pile body of the second section of pipe pile is clamped; s6, the second section of pipe pile and the first section of pipe pile are fixed; s7, pile pressing operation is conducted on the first section of pipe pile and the second section of pipe pile integrally through a pile pressing machine; and S8, the first-section pipe pile and the second-section pipe pile are pressed to the pile top elevation through a conveying and loading device. The device has the effect of improving the perpendicularity of the first-section pipe pile and the second-section pipe pile.
本申请涉及一种管桩施工工艺,涉及管桩施工技术领域。其包括以下步骤:步骤S1:压平地面,并获取桩位;步骤S2:将压桩机移至桩位处就位;步骤S3:起吊第一节管桩,并送至压桩机上的夹桩箱内,对第一节管桩的桩身夹紧;步骤S4:第一节管桩对准桩位,平衡压桩机,开始对第一节管桩进行压桩操作;步骤S5:第一节管桩高出地面一段距离,并重复步骤S3,对第二节管桩的桩身夹紧;步骤S6:将第二节管桩与第一节管桩进行固定;步骤S7:利用压桩机,对第一节管桩和第二节管桩整体进行压桩操作;步骤S8:利用送装器,将第一节管桩和第二节管桩压至桩顶标高。本申请具有提高第一节管桩和第二节管桩垂直度的效果。
Tubular pile construction process
The invention relates to a tubular pile construction technology, and relates to the technical field of tubular pile construction. The method comprises the following steps that S1, the ground is flattened, and pile positions are obtained; s2, the pile pressing machine is moved to the pile position to be in place; s3, a first section of pipe pile is lifted and conveyed into a pile clamping box on the pile pressing machine, and a pile body of the first section of pipe pile is clamped; s4, the first section of pipe pile is aligned with the pile position, a pile pressing machine is balanced, and pile pressing operation is started to be conducted on the first section of pipe pile; s5, the first section of pipe pile is higher than the ground by a certain distance, the step S3 is repeated, and the pile body of the second section of pipe pile is clamped; s6, the second section of pipe pile and the first section of pipe pile are fixed; s7, pile pressing operation is conducted on the first section of pipe pile and the second section of pipe pile integrally through a pile pressing machine; and S8, the first-section pipe pile and the second-section pipe pile are pressed to the pile top elevation through a conveying and loading device. The device has the effect of improving the perpendicularity of the first-section pipe pile and the second-section pipe pile.
本申请涉及一种管桩施工工艺,涉及管桩施工技术领域。其包括以下步骤:步骤S1:压平地面,并获取桩位;步骤S2:将压桩机移至桩位处就位;步骤S3:起吊第一节管桩,并送至压桩机上的夹桩箱内,对第一节管桩的桩身夹紧;步骤S4:第一节管桩对准桩位,平衡压桩机,开始对第一节管桩进行压桩操作;步骤S5:第一节管桩高出地面一段距离,并重复步骤S3,对第二节管桩的桩身夹紧;步骤S6:将第二节管桩与第一节管桩进行固定;步骤S7:利用压桩机,对第一节管桩和第二节管桩整体进行压桩操作;步骤S8:利用送装器,将第一节管桩和第二节管桩压至桩顶标高。本申请具有提高第一节管桩和第二节管桩垂直度的效果。
Tubular pile construction process
一种管桩施工工艺
CUI YANJI (Autor:in) / YANG HUILAN (Autor:in) / CUI YANGUANG (Autor:in) / DONG JIE (Autor:in)
14.07.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Prefabricated tubular pile construction robot and tubular pile pressing method thereof
Europäisches Patentamt | 2023
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