A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Recoverable anchor cable and construction method pile composite support construction structure and construction method
The invention relates to a recoverable anchor cable and construction method pile composite support construction structure and a construction method thereof. The construction structure comprises a pile foundation and a steel bundle and is characterized by further comprising a sleeve and an anchor plate, wherein the steel bundle is arranged in the sleeve in a penetrating mode, the end, penetrating out of the sleeve, of the steel bundle penetrates through the pile foundation and is connected with the pile foundation, the end, away from the pile foundation, of the steel bundle is connected with the end wall of the sleeve, a sliding groove is formed in the peripheral wall of the sleeve, the anchor plate is arranged on the groove wall of the sliding groove in a sliding mode and extends out of the sliding groove, and a retracting and releasing assembly for driving the anchor plate to slide is arranged on the sleeve. According to the construction structure and the construction method, the construction convenience and fastness can be improved.
本申请涉及一种可回收式锚索与工法桩复合支护的施工结构及其施工方法，所述施工结构包括桩基和钢束，其特征在于：还包括套管和锚板，所述钢束穿设在套管内，所述钢束穿出套管的一端穿过桩基并与桩基连接，所述钢束远离桩基的一端和套管端壁连接，所述套管的外周壁上设置有滑移槽，所述锚板滑移设置在滑移槽槽壁上，所述锚板伸出滑移槽，所述套管上设置有驱动锚板滑移的收放组件。本申请可以提高施工的便捷性。
Recoverable anchor cable and construction method pile composite support construction structure and construction method
The invention relates to a recoverable anchor cable and construction method pile composite support construction structure and a construction method thereof. The construction structure comprises a pile foundation and a steel bundle and is characterized by further comprising a sleeve and an anchor plate, wherein the steel bundle is arranged in the sleeve in a penetrating mode, the end, penetrating out of the sleeve, of the steel bundle penetrates through the pile foundation and is connected with the pile foundation, the end, away from the pile foundation, of the steel bundle is connected with the end wall of the sleeve, a sliding groove is formed in the peripheral wall of the sleeve, the anchor plate is arranged on the groove wall of the sliding groove in a sliding mode and extends out of the sliding groove, and a retracting and releasing assembly for driving the anchor plate to slide is arranged on the sleeve. According to the construction structure and the construction method, the construction convenience and fastness can be improved.
本申请涉及一种可回收式锚索与工法桩复合支护的施工结构及其施工方法，所述施工结构包括桩基和钢束，其特征在于：还包括套管和锚板，所述钢束穿设在套管内，所述钢束穿出套管的一端穿过桩基并与桩基连接，所述钢束远离桩基的一端和套管端壁连接，所述套管的外周壁上设置有滑移槽，所述锚板滑移设置在滑移槽槽壁上，所述锚板伸出滑移槽，所述套管上设置有驱动锚板滑移的收放组件。本申请可以提高施工的便捷性。
Recoverable anchor cable and construction method pile composite support construction structure and construction method
可回收式锚索与工法桩复合支护的施工结构及施工方法
WANG JIANHONG (author) / YU YANJUN (author) / CHEN YUJUN (author) / SHI CHI (author) / HAN FENG (author) / XIAO ZHIZHONG (author)
2021-10-01
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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