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Steel pipe pile construction method adopting grooving method
The invention discloses a steel pipe pile construction method adopting a grooving method, and belongs to the technical field of steel pipe pile construction.The steel pipe pile construction method specifically comprises the following steps that S1, a groove hole is excavated; s2, carrying out hardening treatment, and dividing the slotted hole into a plurality of units; s3, mounting a positioning frame, wherein the positioning frame is provided with a guide surface; s4, guiding installation is conducted on the steel pipe piles through the guiding faces of the two adjacent positioning frames; s5, the positioning frame is detached and installed to the position where guiding is conducted when the next steel pipe pile is installed; s6, wing plates are installed on the peripheral faces of the head steel pipe pile and the tail steel pipe pile of the unit; s7, concrete is poured into all the steel pipe piles of the same unit in sequence, and then sand backfilling treatment is conducted on gaps between the steel pipe piles and the slotted holes in the unit; and S8, after one unit is solidified, the next unit is constructed. The device has the effects that the perpendicularity and accuracy of the position where the steel pipe pile is located when the steel pipe pile is installed in the groove hole can be conveniently guaranteed, and then the forming quality of the formed steel pipe pile structure can be finally guaranteed.
本发明公开了一种采用成槽法的钢管桩施工方法,属于钢管桩施工的技术领域,其包括具体以下步骤,S1,开挖槽孔;S2,硬化处理,并将槽孔划分为若干单元;S3,安装定位架,定位架具有导向面;S4,通过相邻两定位架的导向面对钢管桩进行导向安装;S5,将定位架拆下安装至对下一钢管桩安装时进行导向时的所在位置;S6,在该单元首尾两钢管桩的外周面安装翼板;S7,依次向同一单元的各钢管桩内浇筑混凝土,随后向该单元内钢管桩和槽孔之间的间隙进行回填砂处理;S8,其中一单元固化后,对下一单元进行施工。本申请具有便于保证钢管桩安装至槽孔内时所处位置的垂直度和精准度,进而便于最终保证成型钢管桩结构的成型质量的效果。
Steel pipe pile construction method adopting grooving method
The invention discloses a steel pipe pile construction method adopting a grooving method, and belongs to the technical field of steel pipe pile construction.The steel pipe pile construction method specifically comprises the following steps that S1, a groove hole is excavated; s2, carrying out hardening treatment, and dividing the slotted hole into a plurality of units; s3, mounting a positioning frame, wherein the positioning frame is provided with a guide surface; s4, guiding installation is conducted on the steel pipe piles through the guiding faces of the two adjacent positioning frames; s5, the positioning frame is detached and installed to the position where guiding is conducted when the next steel pipe pile is installed; s6, wing plates are installed on the peripheral faces of the head steel pipe pile and the tail steel pipe pile of the unit; s7, concrete is poured into all the steel pipe piles of the same unit in sequence, and then sand backfilling treatment is conducted on gaps between the steel pipe piles and the slotted holes in the unit; and S8, after one unit is solidified, the next unit is constructed. The device has the effects that the perpendicularity and accuracy of the position where the steel pipe pile is located when the steel pipe pile is installed in the groove hole can be conveniently guaranteed, and then the forming quality of the formed steel pipe pile structure can be finally guaranteed.
本发明公开了一种采用成槽法的钢管桩施工方法,属于钢管桩施工的技术领域,其包括具体以下步骤,S1,开挖槽孔;S2,硬化处理,并将槽孔划分为若干单元;S3,安装定位架,定位架具有导向面;S4,通过相邻两定位架的导向面对钢管桩进行导向安装;S5,将定位架拆下安装至对下一钢管桩安装时进行导向时的所在位置;S6,在该单元首尾两钢管桩的外周面安装翼板;S7,依次向同一单元的各钢管桩内浇筑混凝土,随后向该单元内钢管桩和槽孔之间的间隙进行回填砂处理;S8,其中一单元固化后,对下一单元进行施工。本申请具有便于保证钢管桩安装至槽孔内时所处位置的垂直度和精准度,进而便于最终保证成型钢管桩结构的成型质量的效果。
Steel pipe pile construction method adopting grooving method
一种采用成槽法的钢管桩施工方法
HE HONGYUAN (Autor:in) / GAO JUNWEI (Autor:in) / CUI XIANGBING (Autor:in) / PEI CHAO (Autor:in) / YUAN QIHANG (Autor:in) / DING HUIWEN (Autor:in) / GUAN DAYUAN (Autor:in) / LIU YANPING (Autor:in) / HOU LINJIE (Autor:in) / SU SHANZENG (Autor:in)
17.12.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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