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High bearing platform cast-in-place pile column fixing structure and high bearing platform cast-in-place pile column fixing method
The invention relates to the field of building structures, in particular to a high bearing platform cast-in-place pile column fixing structure and a fixing method.The high bearing platform cast-in-place pile column fixing structure comprises a bearing platform and a plurality of supporting columns arranged below the bearing platform, the bearing platform comprises a prefabricated part and a cast-in-place part, an opening is formed in the side, away from the ground, of the prefabricated part to form a pouring cavity, and the cast-in-place part is embedded in the pouring cavity; an inserting hole is formed in the prefabricated part, and the end of the supporting column is inserted into the inserting hole. The offshore construction method has the effect of improving the offshore construction efficiency of the bearing platform pile foundation.
本申请涉及建筑结构领域,尤其涉及一种高承台灌注桩桩柱固定结构及固定方法,其包括承台和设置在承台下方的多个支撑柱,所述承台包括预制部和现浇部,所述预制部背离地面的一侧设置开口形成浇筑腔,所述现浇部嵌入在浇筑腔中,所述预制部上设置有插孔,所述支撑柱端部插入插孔中。本申请具有提高承台桩柱基础海上施工的效率的效果。
High bearing platform cast-in-place pile column fixing structure and high bearing platform cast-in-place pile column fixing method
The invention relates to the field of building structures, in particular to a high bearing platform cast-in-place pile column fixing structure and a fixing method.The high bearing platform cast-in-place pile column fixing structure comprises a bearing platform and a plurality of supporting columns arranged below the bearing platform, the bearing platform comprises a prefabricated part and a cast-in-place part, an opening is formed in the side, away from the ground, of the prefabricated part to form a pouring cavity, and the cast-in-place part is embedded in the pouring cavity; an inserting hole is formed in the prefabricated part, and the end of the supporting column is inserted into the inserting hole. The offshore construction method has the effect of improving the offshore construction efficiency of the bearing platform pile foundation.
本申请涉及建筑结构领域,尤其涉及一种高承台灌注桩桩柱固定结构及固定方法,其包括承台和设置在承台下方的多个支撑柱,所述承台包括预制部和现浇部,所述预制部背离地面的一侧设置开口形成浇筑腔,所述现浇部嵌入在浇筑腔中,所述预制部上设置有插孔,所述支撑柱端部插入插孔中。本申请具有提高承台桩柱基础海上施工的效率的效果。
High bearing platform cast-in-place pile column fixing structure and high bearing platform cast-in-place pile column fixing method
一种高承台灌注桩桩柱固定结构及固定方法
ZHANG ZHAOYIN (author) / YANG TIECHENG (author) / ZHANG WENGENG (author) / SHI DEZHI (author) / CAI QIANLING (author) / ZHOU HAIFU (author) / CHANG RUILIANG (author)
2024-09-13
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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