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Manual hole digging pile prefabricated protecting wall construction method
The invention is suitable for the technical field of hole pile protecting wall construction and provides a manual hole digging pile prefabricated protecting wall construction method. The manual hole digging pile prefabricated protecting wall construction method comprises the steps that each prefabricated part of a protecting wall section is prefabricated in a prefabrication factory in sequence, wherein the prefabricated parts comprise standard blocks, adjacent blocks and packaging blocks, 2-4 standard blocks, two adjacent blocks and one packaging block surround to form a protecting wall ring,multiple protecting rings are stacked in the axial direction to form a protecting wall section, and the adjacent protecting rings in each protecting wall section are fixedly connected with each otherthrough bolts; a pile hole is excavated downwards in the height direction of a pre-designed pile hole; every time a pile hole section with depth as a preset depth is excavated, a protecting wall section is supported in the pile hole section, and cement paste injected after the first protecting wall section is supported till the supporting of the protecting wall with the pre-designed pile hole depth is finished; and finally, a steel reinforcement cage is hoisted, and pile concrete is poured. According to the manual hole digging pile prefabricated protecting wall construction method, through adoption of a precast pipe segment, the protecting wall can be rapidly supported, the formation adaptability, is wide, the pipe segment thickness is flexibly adjusted, and the safety is higher.
本发明适用孔桩护壁施工技术领域,提供了一种人工挖孔桩预制护壁施工方法,依次在预制工厂预制护壁段的各预制件,预制件包括有标准块、邻接块和封装块,2~4个所述标准块、2个邻接块和1个封装块合围形成一个护壁圈,多个护壁圈的沿轴向堆叠形成一个护壁段,每一个所述护壁段内相邻的所述护壁圈通过螺栓固定连接,沿预设计桩孔的高度方向向下开挖桩孔,每挖到深度为预设深度的一个桩孔段时,在该桩孔段内支设一个护壁段,并在第一个护壁段支设完成后注入水泥浆,直到完成预设计桩孔深度的护壁支设,最后吊装钢筋笼,浇筑桩身混凝土,本发明采用预制管片,能实现护壁快速支设,地层适应性广,管片厚度和灵活调节,安全性更高。
Manual hole digging pile prefabricated protecting wall construction method
The invention is suitable for the technical field of hole pile protecting wall construction and provides a manual hole digging pile prefabricated protecting wall construction method. The manual hole digging pile prefabricated protecting wall construction method comprises the steps that each prefabricated part of a protecting wall section is prefabricated in a prefabrication factory in sequence, wherein the prefabricated parts comprise standard blocks, adjacent blocks and packaging blocks, 2-4 standard blocks, two adjacent blocks and one packaging block surround to form a protecting wall ring,multiple protecting rings are stacked in the axial direction to form a protecting wall section, and the adjacent protecting rings in each protecting wall section are fixedly connected with each otherthrough bolts; a pile hole is excavated downwards in the height direction of a pre-designed pile hole; every time a pile hole section with depth as a preset depth is excavated, a protecting wall section is supported in the pile hole section, and cement paste injected after the first protecting wall section is supported till the supporting of the protecting wall with the pre-designed pile hole depth is finished; and finally, a steel reinforcement cage is hoisted, and pile concrete is poured. According to the manual hole digging pile prefabricated protecting wall construction method, through adoption of a precast pipe segment, the protecting wall can be rapidly supported, the formation adaptability, is wide, the pipe segment thickness is flexibly adjusted, and the safety is higher.
本发明适用孔桩护壁施工技术领域,提供了一种人工挖孔桩预制护壁施工方法,依次在预制工厂预制护壁段的各预制件,预制件包括有标准块、邻接块和封装块,2~4个所述标准块、2个邻接块和1个封装块合围形成一个护壁圈,多个护壁圈的沿轴向堆叠形成一个护壁段,每一个所述护壁段内相邻的所述护壁圈通过螺栓固定连接,沿预设计桩孔的高度方向向下开挖桩孔,每挖到深度为预设深度的一个桩孔段时,在该桩孔段内支设一个护壁段,并在第一个护壁段支设完成后注入水泥浆,直到完成预设计桩孔深度的护壁支设,最后吊装钢筋笼,浇筑桩身混凝土,本发明采用预制管片,能实现护壁快速支设,地层适应性广,管片厚度和灵活调节,安全性更高。
Manual hole digging pile prefabricated protecting wall construction method
一种人工挖孔桩预制护壁施工方法
LIU JIFENG (Autor:in) / ZHANG HUIZHI (Autor:in) / CHEN XIAOGUO (Autor:in) / YANG YUE (Autor:in) / ZHANG CHANGTAO (Autor:in) / YANG MIAO (Autor:in) / YAN XIAOCAI (Autor:in)
25.09.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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