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Engaging type pipe pile connection construction method
The invention relates to the technical field of prefabricated pipe piles, in particular to a meshing type pipe pile connection construction method which comprises the following steps: constructing a lower pipe pile to a reserved position, and sleeving the lower pipe pile with a reinforcing ring pipe; an upper pipe pile is hoisted to the position above the lower pipe pile, and the upper pipe pile and the lower pipe pile are connected into a whole in a threaded fit mode; the reinforcing ring pipe is lifted upwards, so that the connecting position between the upper pipe pile and the lower pipe pile and the local pile body of the upper pipe pile are sleeved with the reinforcing ring pipe; and a buckle type reinforcing ring is installed on the lower pipe pile, and the buckle type reinforcing ring is arranged on a local pile body of the lower pipe pile in a sleeving mode and makes up the remaining position after the reinforcing ring pipe is lifted up. The connecting structure has the advantages that the connecting strength between the pipe piles is high, stable and reliable; the construction time is short, welding positions are few, and construction is convenient; the tubular pile is simple and reasonable in structure, good in stress performance and suitable for popularization.
本发明涉及预制管桩技术领域,尤其是一种啮合式管桩连接施工方法,将下部管桩施工至预留位置,在下部管桩上套装加固环管;将上部管桩吊装至所述下部管桩的上方,并将所述上部管桩与所述下部管桩通过螺纹配合连接为整体;将所述加固环管上提,使所述加固环管套设在所述上部管桩与所述下部管桩之间的连接位置以及所述上部管桩的局部桩身处;在所述下部管桩上安装卡扣型加固环,所述卡扣型加固环套设在所述下部管桩的局部桩身处且弥补所述加固环管上提后的遗留位置。本发明的优点是:管桩之间的连接强度高且稳定可靠;施工时间短,焊接位置较少,施工方便;结构简单合理,管桩受力性能好,适于推广。
Engaging type pipe pile connection construction method
The invention relates to the technical field of prefabricated pipe piles, in particular to a meshing type pipe pile connection construction method which comprises the following steps: constructing a lower pipe pile to a reserved position, and sleeving the lower pipe pile with a reinforcing ring pipe; an upper pipe pile is hoisted to the position above the lower pipe pile, and the upper pipe pile and the lower pipe pile are connected into a whole in a threaded fit mode; the reinforcing ring pipe is lifted upwards, so that the connecting position between the upper pipe pile and the lower pipe pile and the local pile body of the upper pipe pile are sleeved with the reinforcing ring pipe; and a buckle type reinforcing ring is installed on the lower pipe pile, and the buckle type reinforcing ring is arranged on a local pile body of the lower pipe pile in a sleeving mode and makes up the remaining position after the reinforcing ring pipe is lifted up. The connecting structure has the advantages that the connecting strength between the pipe piles is high, stable and reliable; the construction time is short, welding positions are few, and construction is convenient; the tubular pile is simple and reasonable in structure, good in stress performance and suitable for popularization.
本发明涉及预制管桩技术领域,尤其是一种啮合式管桩连接施工方法,将下部管桩施工至预留位置,在下部管桩上套装加固环管;将上部管桩吊装至所述下部管桩的上方,并将所述上部管桩与所述下部管桩通过螺纹配合连接为整体;将所述加固环管上提,使所述加固环管套设在所述上部管桩与所述下部管桩之间的连接位置以及所述上部管桩的局部桩身处;在所述下部管桩上安装卡扣型加固环,所述卡扣型加固环套设在所述下部管桩的局部桩身处且弥补所述加固环管上提后的遗留位置。本发明的优点是:管桩之间的连接强度高且稳定可靠;施工时间短,焊接位置较少,施工方便;结构简单合理,管桩受力性能好,适于推广。
Engaging type pipe pile connection construction method
一种啮合式管桩连接施工方法
PENG KAI (author) / CHAI JUNHU (author) / ZHANG XINRUI (author) / ZUO XIAOYAO (author) / YANG JIE (author) / GAO BINFENG (author) / DENG YURONG (author) / GUO GUIMIN (author) / XU WANLONG (author) / LIU JUNBI (author)
2023-08-25
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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