Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
High-filling full-assembly type high pile cap tower crane foundation and construction method thereof
The invention discloses a high-filling full-assembly type high-pile bearing platform tower crane foundation and a construction method thereof. The foundation comprises steel pipe piles, an assembly type bearing platform, a high-filling construction platform and a bridge bearing platform. The bridge bearing platform is arranged below the high filling construction platform and located below the riverbed bottom line. The upper ends of the multiple steel pipe piles are connected with the bottom face of the assembly type bearing platform in an inserted mode, the multiple steel pipe piles are all driven into the high filling soil construction platform and located beside the bridge bearing platform, the top face of the assembly type bearing platform is flush with the top face of the high filling soil construction platform, and the tower crane is installed on the top face of the assembly type bearing platform. The invention relates to the technical field of bridge construction, and can solve the problems that in the prior art, a tower crane foundation on a high filling soil construction platform is large in construction difficulty, high in construction cost, long in construction period, large in later-period demolition work amount, capable of generating a large amount of construction waste during demolition and prone to being interfered by a bridge bearing platform.
本发明公开了一种高填土全装配式高桩承台塔吊基础及其施工方法,该基础包括钢管桩、装配式承台、高填土施工平台和桥梁承台;桥梁承台设置在高填土施工平台下方,且位于河床底部线的下方;若干根钢管桩的上端分别与装配式承台的底面插接,若干根钢管桩均打入高填土施工平台内,且位于桥梁承台的旁侧,使装配式承台的顶面与高填土施工平台的顶面齐平,塔吊安装在装配式承台的顶面上。本发明涉及桥梁施工技术领域,能够解决现有技术中高填土施工平台上塔吊基础施工难度大、施工成本高、施工工期长、后期拆除工程量大、拆除时会产生大量建筑垃圾、容易受桥梁承台干涉的问题。
High-filling full-assembly type high pile cap tower crane foundation and construction method thereof
The invention discloses a high-filling full-assembly type high-pile bearing platform tower crane foundation and a construction method thereof. The foundation comprises steel pipe piles, an assembly type bearing platform, a high-filling construction platform and a bridge bearing platform. The bridge bearing platform is arranged below the high filling construction platform and located below the riverbed bottom line. The upper ends of the multiple steel pipe piles are connected with the bottom face of the assembly type bearing platform in an inserted mode, the multiple steel pipe piles are all driven into the high filling soil construction platform and located beside the bridge bearing platform, the top face of the assembly type bearing platform is flush with the top face of the high filling soil construction platform, and the tower crane is installed on the top face of the assembly type bearing platform. The invention relates to the technical field of bridge construction, and can solve the problems that in the prior art, a tower crane foundation on a high filling soil construction platform is large in construction difficulty, high in construction cost, long in construction period, large in later-period demolition work amount, capable of generating a large amount of construction waste during demolition and prone to being interfered by a bridge bearing platform.
本发明公开了一种高填土全装配式高桩承台塔吊基础及其施工方法,该基础包括钢管桩、装配式承台、高填土施工平台和桥梁承台;桥梁承台设置在高填土施工平台下方,且位于河床底部线的下方;若干根钢管桩的上端分别与装配式承台的底面插接,若干根钢管桩均打入高填土施工平台内,且位于桥梁承台的旁侧,使装配式承台的顶面与高填土施工平台的顶面齐平,塔吊安装在装配式承台的顶面上。本发明涉及桥梁施工技术领域,能够解决现有技术中高填土施工平台上塔吊基础施工难度大、施工成本高、施工工期长、后期拆除工程量大、拆除时会产生大量建筑垃圾、容易受桥梁承台干涉的问题。
High-filling full-assembly type high pile cap tower crane foundation and construction method thereof
高填土全装配式高桩承台塔吊基础及其施工方法
LI CHUNQI (Autor:in) / PAN YANYI (Autor:in) / LONG LINMING (Autor:in) / XIAO LU (Autor:in) / ZHANG CHENLIN (Autor:in) / FAN SHIBO (Autor:in) / WU WEIJIN (Autor:in) / LIU CHONGQING (Autor:in) / WEI ZHOUQIAN (Autor:in)
14.05.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Bridge full-assembly type tower crane foundation and construction method thereof
Europäisches Patentamt | 2023
|Construction method of high pile cap tower crane foundation
Europäisches Patentamt | 2022
|Tower crane foundation structure of construction-free tower crane pile
Europäisches Patentamt | 2024
|Construction method with support pile serving as tower crane foundation pile
Europäisches Patentamt | 2022
|