A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Pile-beam integrated construction method for tubular pile foundation construction and cover beam plate assembly
The invention relates to a pile-beam integrated construction method for tubular pile foundation construction and cover beam plate splicing, and belongs to the technical field of tubular pile construction. The pile-beam integrated construction method specifically comprises the following steps that S1, piling and hole guiding are conducted; s2, hoisting and transferring the pipe pile; s3, pile feeding; s4, the pipe pile is sleeved with a hoop; s5, an oil jack is installed on the hoop, and a rubber pad is arranged at the top of the oil jack; s6, the bent cap is hoisted and transferred; and S7, the cover beam is installed on the top of the rubber pad, the angle of the cover beam is adjusted, assembling is completed, an oil jack is arranged between the hoop and the cover beam, the working principle of the oil jack is similar to that of a jack, and the installation angle of the cover beam is finely adjusted through stretching and retracting of the output end of the oil jack.
本发明涉及一种管桩基础施工及盖梁梁板拼装的桩梁一体化施工方法，属于管桩施工技术领域，具体包括以下步骤：S1：打桩引孔；S2：管桩起吊转运；S3：喂桩；S4：所述管桩上套设有抱箍；S5：所述抱箍上安装有油顶，所述油顶的顶部垫有橡胶垫；S6：盖梁起吊转运；S7：所述盖梁安装于所述橡胶垫顶部，调节所述盖梁角度，完成组装，通过在抱箍与盖梁之间设置有油顶，油顶与千斤顶的工作原理类似，通过油顶输出端的伸缩，实现微调盖梁的安装角度。
Pile-beam integrated construction method for tubular pile foundation construction and cover beam plate assembly
The invention relates to a pile-beam integrated construction method for tubular pile foundation construction and cover beam plate splicing, and belongs to the technical field of tubular pile construction. The pile-beam integrated construction method specifically comprises the following steps that S1, piling and hole guiding are conducted; s2, hoisting and transferring the pipe pile; s3, pile feeding; s4, the pipe pile is sleeved with a hoop; s5, an oil jack is installed on the hoop, and a rubber pad is arranged at the top of the oil jack; s6, the bent cap is hoisted and transferred; and S7, the cover beam is installed on the top of the rubber pad, the angle of the cover beam is adjusted, assembling is completed, an oil jack is arranged between the hoop and the cover beam, the working principle of the oil jack is similar to that of a jack, and the installation angle of the cover beam is finely adjusted through stretching and retracting of the output end of the oil jack.
本发明涉及一种管桩基础施工及盖梁梁板拼装的桩梁一体化施工方法，属于管桩施工技术领域，具体包括以下步骤：S1：打桩引孔；S2：管桩起吊转运；S3：喂桩；S4：所述管桩上套设有抱箍；S5：所述抱箍上安装有油顶，所述油顶的顶部垫有橡胶垫；S6：盖梁起吊转运；S7：所述盖梁安装于所述橡胶垫顶部，调节所述盖梁角度，完成组装，通过在抱箍与盖梁之间设置有油顶，油顶与千斤顶的工作原理类似，通过油顶输出端的伸缩，实现微调盖梁的安装角度。
Pile-beam integrated construction method for tubular pile foundation construction and cover beam plate assembly
一种管桩基础施工及盖梁梁板拼装的桩梁一体化施工方法
CHEN CHANGWAN (author) / LIU MIN (author) / LIN WENPIAO (author) / LI HUASHENG (author) / HE LI (author) / WANG PENG (author) / ZHANG LEI (author) / YANG XINGYI (author) / HU DIANLIANG (author)
2024-01-05
Patent
Electronic Resource
Chinese
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