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Pile head breaking method for concrete cast-in-place pile
The invention belongs to the technical field of pile head breaking construction of concrete cast-in-place piles, and discloses a pile head breaking method for concrete cast-in-place piles, and the pile head breaking method for the concrete cast-in-place piles comprises the following specific operation steps of S1, welding the main steel bars and reinforcing ribs through welding equipment to form a steel reinforcement cage used by the concrete cast-in-place piles. And S2, when the reinforcement cage is formed, a sealing gasket is additionally arranged at the bottom of the anchoring end of the main reinforcement, and then the anchoring end of the main reinforcement is sleeved with the prepared glass pearl wool pipe and the prepared PVC pipe correspondingly. And S3, glass cement is installed in a glue gun, then the glue is aligned with the end of the main reinforcing steel bar to be smeared, the end of the main reinforcing steel bar is completely sealed, and the glass cement is waited to be cured. And S4, the reinforcement cage is inspected, so that the main reinforcement and the reinforcing ribs are detected to be qualified, and after welding detection is qualified, the reinforcement cage is checked and accepted. In the process, the construction time can be greatly shortened, meanwhile, the labor intensity of operators is reduced, and the construction efficiency is improved.
本发明属于砼灌注桩桩头断桩施工技术领域,且公开了一种砼灌注桩桩头断桩方法,包括钢筋主筋,关于砼灌注桩桩头断桩具体操作步骤如下:S1:将钢筋主筋和加强筋通过焊接设备进行焊接,使其形成砼灌注桩使用的钢筋笼。S2:在钢筋笼成形时,将密封垫圈加设在钢筋主筋锚固端的底部,随后将准备好的玻璃珍珠棉管和PVC管分别套入钢筋主筋的锚固端。S3:将玻璃胶安装在胶枪内部,随后通过胶水对准钢筋主筋的端部进行涂抹,将钢筋主筋的端部完全密封住,等待玻璃胶固化。S4:钢筋笼检查,使得钢筋主筋和加强筋检测合格,焊接检测合格后,将钢筋笼验收。该过程将会极大的降低施工时间,同时降低操作人员的劳动强度,提高施工效低。
Pile head breaking method for concrete cast-in-place pile
The invention belongs to the technical field of pile head breaking construction of concrete cast-in-place piles, and discloses a pile head breaking method for concrete cast-in-place piles, and the pile head breaking method for the concrete cast-in-place piles comprises the following specific operation steps of S1, welding the main steel bars and reinforcing ribs through welding equipment to form a steel reinforcement cage used by the concrete cast-in-place piles. And S2, when the reinforcement cage is formed, a sealing gasket is additionally arranged at the bottom of the anchoring end of the main reinforcement, and then the anchoring end of the main reinforcement is sleeved with the prepared glass pearl wool pipe and the prepared PVC pipe correspondingly. And S3, glass cement is installed in a glue gun, then the glue is aligned with the end of the main reinforcing steel bar to be smeared, the end of the main reinforcing steel bar is completely sealed, and the glass cement is waited to be cured. And S4, the reinforcement cage is inspected, so that the main reinforcement and the reinforcing ribs are detected to be qualified, and after welding detection is qualified, the reinforcement cage is checked and accepted. In the process, the construction time can be greatly shortened, meanwhile, the labor intensity of operators is reduced, and the construction efficiency is improved.
本发明属于砼灌注桩桩头断桩施工技术领域,且公开了一种砼灌注桩桩头断桩方法,包括钢筋主筋,关于砼灌注桩桩头断桩具体操作步骤如下:S1:将钢筋主筋和加强筋通过焊接设备进行焊接,使其形成砼灌注桩使用的钢筋笼。S2:在钢筋笼成形时,将密封垫圈加设在钢筋主筋锚固端的底部,随后将准备好的玻璃珍珠棉管和PVC管分别套入钢筋主筋的锚固端。S3:将玻璃胶安装在胶枪内部,随后通过胶水对准钢筋主筋的端部进行涂抹,将钢筋主筋的端部完全密封住,等待玻璃胶固化。S4:钢筋笼检查,使得钢筋主筋和加强筋检测合格,焊接检测合格后,将钢筋笼验收。该过程将会极大的降低施工时间,同时降低操作人员的劳动强度,提高施工效低。
Pile head breaking method for concrete cast-in-place pile
一种砼灌注桩桩头断桩方法
HU BAOCHUN (author) / WANG QIANG (author) / XU SHILEI (author) / WANG ZHENGZHONG (author) / WANG HEPING (author) / LIU ZHIZE (author) / YUAN QIHANG (author) / DENG HONG (author) / HE XIAOCHUAN (author) / HE YIKAI (author)
2024-09-20
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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