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Structure-integrated tower crane foundation structure and construction method thereof
The invention provides a structure-integrated tower crane foundation structure and a construction method thereof, and relates to the technical field of building foundation engineering.The structure-integrated tower crane foundation structure comprises a cast-in-place pile, a steel pipe column and a high bearing platform tower crane foundation which are sequentially arranged from bottom to top; the high bearing platform tower crane foundation is used for supporting a tower crane; structural columns and a top plate structure are arranged on the cast-in-place piles, and the upper end face of the top plate structure is flush with the upper end face of the high bearing platform tower crane foundation. After the concrete strength of the structure-integrated tower crane foundation structure reaches the design strength, the system of the structure can bear a tower crane, and at the moment, the tower crane steel pipe column used for supporting the high bearing platform tower crane foundation can be dismantled; after the steel pipe column is dismantled, the reserved hole of the steel pipe column penetrating through the floor structure can be blocked in time, and the basement leakage risk is reduced; meanwhile, the removal of the steel pipe columns eliminates the limitation of basement insertion, the construction period can be effectively shortened, and the construction efficiency is improved.
本发明提供了一种结构一体化塔吊基础结构及其施工方法,涉及建筑基础工程的技术领域,该结构一体化塔吊基础结构,包括从下到上依次设置的灌注桩、钢管柱和高承台塔吊基础;所述高承台塔吊基础用于支撑塔吊;所述灌注桩上设置有结构柱和顶板结构,所述顶板结构的上端面与高承台塔吊基础的上端面平齐。本发明提供的结构一体化塔吊基础结构的混凝土强度达到设计强度后,结构自身体系便可承受塔吊,此时用作支撑高承台塔吊基础的塔吊钢管柱可进行拆除;拆除钢管柱后,钢管柱穿楼板结构预留洞口可及时得到封堵,减轻了地下室渗漏风险;同时,钢管柱的拆除也清除了地下室穿插的限制,可有效缩短工期,提高施工效率。
Structure-integrated tower crane foundation structure and construction method thereof
The invention provides a structure-integrated tower crane foundation structure and a construction method thereof, and relates to the technical field of building foundation engineering.The structure-integrated tower crane foundation structure comprises a cast-in-place pile, a steel pipe column and a high bearing platform tower crane foundation which are sequentially arranged from bottom to top; the high bearing platform tower crane foundation is used for supporting a tower crane; structural columns and a top plate structure are arranged on the cast-in-place piles, and the upper end face of the top plate structure is flush with the upper end face of the high bearing platform tower crane foundation. After the concrete strength of the structure-integrated tower crane foundation structure reaches the design strength, the system of the structure can bear a tower crane, and at the moment, the tower crane steel pipe column used for supporting the high bearing platform tower crane foundation can be dismantled; after the steel pipe column is dismantled, the reserved hole of the steel pipe column penetrating through the floor structure can be blocked in time, and the basement leakage risk is reduced; meanwhile, the removal of the steel pipe columns eliminates the limitation of basement insertion, the construction period can be effectively shortened, and the construction efficiency is improved.
本发明提供了一种结构一体化塔吊基础结构及其施工方法,涉及建筑基础工程的技术领域,该结构一体化塔吊基础结构,包括从下到上依次设置的灌注桩、钢管柱和高承台塔吊基础;所述高承台塔吊基础用于支撑塔吊;所述灌注桩上设置有结构柱和顶板结构,所述顶板结构的上端面与高承台塔吊基础的上端面平齐。本发明提供的结构一体化塔吊基础结构的混凝土强度达到设计强度后,结构自身体系便可承受塔吊,此时用作支撑高承台塔吊基础的塔吊钢管柱可进行拆除;拆除钢管柱后,钢管柱穿楼板结构预留洞口可及时得到封堵,减轻了地下室渗漏风险;同时,钢管柱的拆除也清除了地下室穿插的限制,可有效缩短工期,提高施工效率。
Structure-integrated tower crane foundation structure and construction method thereof
结构一体化塔吊基础结构及其施工方法
WANG WENBIN (Autor:in) / MA DESHAN (Autor:in) / WU LIANGLIANG (Autor:in) / XUE HAILONG (Autor:in) / ZHANG DANFU (Autor:in) / LIU SHIYANG (Autor:in) / YANG MINGXIAO (Autor:in)
03.11.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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