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Pile foundation reinforcing sleeve structure
The invention discloses a pile foundation reinforcing sleeve structure which comprises a first side sleeve and a second side sleeve, and the first side sleeve and the second side sleeve are connected to form a reinforcing sleeve; the first side sleeve comprises a first wall surface and a second wall surface, and the first wall surface is connected with the second wall surface; the second side sleeve comprises a grouting layer structure and a third wall face, and the grouting layer structure is arranged in the third wall face. The reinforcing sleeve is divided into the tension side and the compression side according to the stress condition of the reinforcing sleeve, and the structure of the reinforcing sleeve is arranged according to the characteristics of the tension side and the compression side, so that the tensile strength is improved while the compressive strength of the prior art is ensured. And meanwhile, a grouting layer structure is not arranged in the first side sleeve, so that the self weight is lighter.
本申请公开了一种桩基加固套筒结构，包括：第一侧套筒和第二侧套筒，所述第一侧套筒与所述第二侧套筒相连，形成一加固套筒；所述第一侧套筒包括：第一壁面和第二壁面，所述第一壁面与所述第二壁面相连；所述第二侧套筒包括：灌浆层结构和第三壁面，所述灌浆层结构设置于所述第三壁面内。本申请根据加固套筒的受力情况分为受拉侧和受压侧，并根据受拉侧和受压侧的特性设置加固套筒的结构，使得在保证现有技术的抗压强度下，抗拉强度有所提高。同时，由于第一侧套筒内不设置灌浆层结构，使得自重更轻。
Pile foundation reinforcing sleeve structure
The invention discloses a pile foundation reinforcing sleeve structure which comprises a first side sleeve and a second side sleeve, and the first side sleeve and the second side sleeve are connected to form a reinforcing sleeve; the first side sleeve comprises a first wall surface and a second wall surface, and the first wall surface is connected with the second wall surface; the second side sleeve comprises a grouting layer structure and a third wall face, and the grouting layer structure is arranged in the third wall face. The reinforcing sleeve is divided into the tension side and the compression side according to the stress condition of the reinforcing sleeve, and the structure of the reinforcing sleeve is arranged according to the characteristics of the tension side and the compression side, so that the tensile strength is improved while the compressive strength of the prior art is ensured. And meanwhile, a grouting layer structure is not arranged in the first side sleeve, so that the self weight is lighter.
本申请公开了一种桩基加固套筒结构，包括：第一侧套筒和第二侧套筒，所述第一侧套筒与所述第二侧套筒相连，形成一加固套筒；所述第一侧套筒包括：第一壁面和第二壁面，所述第一壁面与所述第二壁面相连；所述第二侧套筒包括：灌浆层结构和第三壁面，所述灌浆层结构设置于所述第三壁面内。本申请根据加固套筒的受力情况分为受拉侧和受压侧，并根据受拉侧和受压侧的特性设置加固套筒的结构，使得在保证现有技术的抗压强度下，抗拉强度有所提高。同时，由于第一侧套筒内不设置灌浆层结构，使得自重更轻。
Pile foundation reinforcing sleeve structure
一种桩基加固套筒结构
LIN WEIWEI (author) / HUANG ZHEYUAN (author) / GU KUNPENG (author) / LIU SINAN (author) / WANG JINYU (author) / WANG QUANQUAN (author) / YANG ZHENHUA (author) / LI MING (author)
2024-11-08
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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