A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Deep foundation pit high-pressure jet grouting recoverable anchor cable supporting structure and construction method
The invention relates to a high-pressure jet grouting recoverable anchor cable supporting structure for a deep foundation pit and a construction method, and is applied to the field of foundation pit supporting. The supporting structure comprises a first supporting pile, a second supporting pile and an anchor cable which are used for being inserted into a soil layer of a foundation pit and adjacent to each other, and is characterized in that the adjacent supporting piles are fixedly connected through the anchor cable, and the end, away from the first supporting pile and the second supporting pile, of the anchor cable is inserted into the soil layer of the foundation pit; the other ends of the anchor cables are connected with the first supporting piles and the second supporting piles correspondingly. The method has the effect that supporting is more stable.
本申请涉及一种深基坑高压旋喷可回收锚索支护结构及施工方法，应用在基坑支护的领域。其包括用于插入基坑的土层内并相邻的第一支护桩第二支护桩和锚索，其特征在于：相邻的支护桩之间通过锚索固定连接，锚索远离所述第一支护桩和第二支护桩的一端插入基坑的土层内，所述锚索的另一端分别连接第一支护桩和第二支护桩。本申请具有支护更加稳定的效果。
Deep foundation pit high-pressure jet grouting recoverable anchor cable supporting structure and construction method
The invention relates to a high-pressure jet grouting recoverable anchor cable supporting structure for a deep foundation pit and a construction method, and is applied to the field of foundation pit supporting. The supporting structure comprises a first supporting pile, a second supporting pile and an anchor cable which are used for being inserted into a soil layer of a foundation pit and adjacent to each other, and is characterized in that the adjacent supporting piles are fixedly connected through the anchor cable, and the end, away from the first supporting pile and the second supporting pile, of the anchor cable is inserted into the soil layer of the foundation pit; the other ends of the anchor cables are connected with the first supporting piles and the second supporting piles correspondingly. The method has the effect that supporting is more stable.
本申请涉及一种深基坑高压旋喷可回收锚索支护结构及施工方法，应用在基坑支护的领域。其包括用于插入基坑的土层内并相邻的第一支护桩第二支护桩和锚索，其特征在于：相邻的支护桩之间通过锚索固定连接，锚索远离所述第一支护桩和第二支护桩的一端插入基坑的土层内，所述锚索的另一端分别连接第一支护桩和第二支护桩。本申请具有支护更加稳定的效果。
Deep foundation pit high-pressure jet grouting recoverable anchor cable supporting structure and construction method
一种深基坑高压旋喷可回收锚索支护结构及施工方法
GUO YUBING (author) / WANG MINGYOU (author) / WAN GUANGJUN (author) / SHI YUGANG (author) / HAO QINGYUN (author)
2023-11-10
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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