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Foundation pit inner support construction method with permanent structure as fulcrum and structure of foundation pit inner support construction method
The invention relates to the technical field of foundation construction, and particularly discloses a foundation pit inner support construction method with a permanent structure as a fulcrum and a structure thereof.The foundation pit inner support structure comprises a foundation pit supporting system and a permanent structure fulcrum system, the foundation pit supporting system comprises supporting piles arranged along the edge of a foundation pit and an inner support connected between the supporting piles and the permanent structure fulcrum system; the permanent structure supporting point system is a permanent structure supporting body, a supporting point is arranged on the permanent structure supporting body, a steel pipe inclined strut is arranged between the supporting point and the supporting pile, and the permanent structure supporting body comprises a foundation and a frame structure arranged on the foundation. The frame structure comprises an inner main body structure and an outer main body structure, the inner main body structure comprises a first main body and a second main body which are sequentially arranged in the direction away from the supporting pile, a force transmission support is arranged at a construction joint of the inner main body structure and the outer main body structure, and the deep foundation pit supporting problem under the condition that an anchor cable cannot be constructed in a high slope area is solved.
本发明涉及基础施工技术领域,具体公开了一种以永久结构作支点的基坑内支撑施工方法及其结构,包括基坑支撑体系和永久结构支点体系,基坑支撑体系包括沿基坑边沿设置的支护桩,连接在支护桩与永久结构支点体系之间的内支撑,以及用于对支护桩进行反压的反压土体,永久结构支点体系为永久结构支撑体,永久结构支撑体上设有支点,支点与支护桩之间设有钢管斜撑,永久结构支撑体包括地基基础,以及设于地基基础上的框架结构,框架结构包括内主体结构和外主体结构,内主体结构包括自支护桩向远离方向依次设置的第一主体和第二主体,内主体结构与外主体结构的施工缝处设有传力支撑,解决了高边坡地区在无法施工锚索情况下的深基坑支护问题。
Foundation pit inner support construction method with permanent structure as fulcrum and structure of foundation pit inner support construction method
The invention relates to the technical field of foundation construction, and particularly discloses a foundation pit inner support construction method with a permanent structure as a fulcrum and a structure thereof.The foundation pit inner support structure comprises a foundation pit supporting system and a permanent structure fulcrum system, the foundation pit supporting system comprises supporting piles arranged along the edge of a foundation pit and an inner support connected between the supporting piles and the permanent structure fulcrum system; the permanent structure supporting point system is a permanent structure supporting body, a supporting point is arranged on the permanent structure supporting body, a steel pipe inclined strut is arranged between the supporting point and the supporting pile, and the permanent structure supporting body comprises a foundation and a frame structure arranged on the foundation. The frame structure comprises an inner main body structure and an outer main body structure, the inner main body structure comprises a first main body and a second main body which are sequentially arranged in the direction away from the supporting pile, a force transmission support is arranged at a construction joint of the inner main body structure and the outer main body structure, and the deep foundation pit supporting problem under the condition that an anchor cable cannot be constructed in a high slope area is solved.
本发明涉及基础施工技术领域,具体公开了一种以永久结构作支点的基坑内支撑施工方法及其结构,包括基坑支撑体系和永久结构支点体系,基坑支撑体系包括沿基坑边沿设置的支护桩,连接在支护桩与永久结构支点体系之间的内支撑,以及用于对支护桩进行反压的反压土体,永久结构支点体系为永久结构支撑体,永久结构支撑体上设有支点,支点与支护桩之间设有钢管斜撑,永久结构支撑体包括地基基础,以及设于地基基础上的框架结构,框架结构包括内主体结构和外主体结构,内主体结构包括自支护桩向远离方向依次设置的第一主体和第二主体,内主体结构与外主体结构的施工缝处设有传力支撑,解决了高边坡地区在无法施工锚索情况下的深基坑支护问题。
Foundation pit inner support construction method with permanent structure as fulcrum and structure of foundation pit inner support construction method
一种以永久结构作支点的基坑内支撑施工方法及其结构
CAI YOUMING (Autor:in) / WANG SONG (Autor:in) / SU ANHONG (Autor:in) / MA DIANDONG (Autor:in) / YONEMOTO ISAO (Autor:in) / YU HONGFENG (Autor:in) / ZHANG JIANGLIN (Autor:in) / NIAN ZHILONG (Autor:in) / SONG KEJUN (Autor:in) / HE TAO (Autor:in)
27.09.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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