A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Prestressed high-strength concrete pipe pile guide hole pile planting construction method
The invention discloses a guide hole pile planting construction method for a prestressed high-strength concrete pipe pile. The guide hole pile planting construction method comprises the following steps that S01, a site is leveled; s02, pile position lofting is carried out; s03, a drilling machine aligns hole positions; s04, drilling holes by a drilling machine; s05, hole cleaning is carried out; s06, mortar is poured for bottom sealing; s07, the pile is hoisted by a pile machine; s08, pile planting is conducted through a pile machine; s09, pile splicing is conducted; s10, the pile is conveyed; and S11, filling and covering the pile hole. The method has the beneficial effects that the hole guiding pile planting mode is simple and efficient, and compared with a direct hammering pile sinking construction method without hole guiding, the construction noise is low, vibration is light, pollution is small, and the influence on the surrounding environment can be reduced; the construction speed and the work efficiency are high; the construction period is short; and the construction cost is low.
本发明公开了一种预应力高强度混凝土管桩引孔植桩施工方法，包括如下步骤：S01，平整场地；S02，桩位放样；S03，钻机对孔位；S04，钻机引孔；S05，清孔；S06，灌注砂浆封底；S07，桩机吊桩；S08，桩机植桩；S09，接桩；S10，送桩；S11，填盖桩孔。本发明的有益效果：引孔植桩方式简单、高效，相比不引孔的直接锤击沉桩施工方法，施工噪声低、振动轻、污染小，有利于减少对周围环境的影响；施工速度快，工效高，工期短，施工成本低。
Prestressed high-strength concrete pipe pile guide hole pile planting construction method
The invention discloses a guide hole pile planting construction method for a prestressed high-strength concrete pipe pile. The guide hole pile planting construction method comprises the following steps that S01, a site is leveled; s02, pile position lofting is carried out; s03, a drilling machine aligns hole positions; s04, drilling holes by a drilling machine; s05, hole cleaning is carried out; s06, mortar is poured for bottom sealing; s07, the pile is hoisted by a pile machine; s08, pile planting is conducted through a pile machine; s09, pile splicing is conducted; s10, the pile is conveyed; and S11, filling and covering the pile hole. The method has the beneficial effects that the hole guiding pile planting mode is simple and efficient, and compared with a direct hammering pile sinking construction method without hole guiding, the construction noise is low, vibration is light, pollution is small, and the influence on the surrounding environment can be reduced; the construction speed and the work efficiency are high; the construction period is short; and the construction cost is low.
本发明公开了一种预应力高强度混凝土管桩引孔植桩施工方法，包括如下步骤：S01，平整场地；S02，桩位放样；S03，钻机对孔位；S04，钻机引孔；S05，清孔；S06，灌注砂浆封底；S07，桩机吊桩；S08，桩机植桩；S09，接桩；S10，送桩；S11，填盖桩孔。本发明的有益效果：引孔植桩方式简单、高效，相比不引孔的直接锤击沉桩施工方法，施工噪声低、振动轻、污染小，有利于减少对周围环境的影响；施工速度快，工效高，工期短，施工成本低。
Prestressed high-strength concrete pipe pile guide hole pile planting construction method
一种预应力高强度混凝土管桩引孔植桩施工方法
CHEN CHANGJUN (author) / ZHANG XIAOLIANG (author) / WANG YIHAO (author) / CHEN JIANJUN (author) / SI ZHENWEI (author) / XIE JINHONG (author) / YANG YI (author) / XIE DONG (author)
2024-02-02
Patent
Electronic Resource
Chinese
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