A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shoreside anchorage and construction process thereof
The invention provides a shoreside anchorage which comprises an anchor body, a splay cable saddle buttress foundation, a front anchor chamber, splay cable saddle buttresses, a foundation post-pouring section and a rear anchor chamber. The anchor body is respectively connected with the front anchor chamber and the splay cable saddle buttress foundation; the splay cable saddle buttress foundation is arranged in the horizontal direction relative to the anchor body, the upper surface of the anchor body is of a slope surface structure with inclination, and the upper surface of the front anchor chamber and the upper surface of the anchor body are located on the same horizontal plane; the splay cable saddle buttress is arranged between the front anchor chamber and the splay cable saddle buttress foundation in the vertical direction and connected with the front anchor chamber and the splay cable saddle buttress foundation; the foundation post-pouring section is positioned between the front anchor chamber and the splay cable saddle buttress foundation; and the rear anchor chamber is arranged at the rear part of the front anchor chamber. According to the shoreside anchorage and the construction technology thereof, the anchorage structure is stable, and shrinkage and temperature cracks cannot occur after pouring construction.
本发明提出了一种岸边锚碇，包括锚体、散索鞍支墩基础、前锚室、散索鞍支墩、基础后浇段、后锚室；锚体分别与前锚室和散索鞍支墩基础连接；散索鞍支墩基础相对于锚体呈水平方向设置，锚体的上表面为具有斜度的坡面结构，前锚室的上表面与锚体的上表面位于同一水平面；散索鞍支墩竖直方向设置在前锚室和散索鞍支墩基础之间并分别与其相连；基础后浇段位于前锚室和散索鞍支墩基础之间；后锚室设在前锚室的后部。本发明的一种岸边锚碇及其施工工艺，锚碇结构稳定，浇筑施工后不会出现收缩与温度裂缝。
Shoreside anchorage and construction process thereof
The invention provides a shoreside anchorage which comprises an anchor body, a splay cable saddle buttress foundation, a front anchor chamber, splay cable saddle buttresses, a foundation post-pouring section and a rear anchor chamber. The anchor body is respectively connected with the front anchor chamber and the splay cable saddle buttress foundation; the splay cable saddle buttress foundation is arranged in the horizontal direction relative to the anchor body, the upper surface of the anchor body is of a slope surface structure with inclination, and the upper surface of the front anchor chamber and the upper surface of the anchor body are located on the same horizontal plane; the splay cable saddle buttress is arranged between the front anchor chamber and the splay cable saddle buttress foundation in the vertical direction and connected with the front anchor chamber and the splay cable saddle buttress foundation; the foundation post-pouring section is positioned between the front anchor chamber and the splay cable saddle buttress foundation; and the rear anchor chamber is arranged at the rear part of the front anchor chamber. According to the shoreside anchorage and the construction technology thereof, the anchorage structure is stable, and shrinkage and temperature cracks cannot occur after pouring construction.
本发明提出了一种岸边锚碇，包括锚体、散索鞍支墩基础、前锚室、散索鞍支墩、基础后浇段、后锚室；锚体分别与前锚室和散索鞍支墩基础连接；散索鞍支墩基础相对于锚体呈水平方向设置，锚体的上表面为具有斜度的坡面结构，前锚室的上表面与锚体的上表面位于同一水平面；散索鞍支墩竖直方向设置在前锚室和散索鞍支墩基础之间并分别与其相连；基础后浇段位于前锚室和散索鞍支墩基础之间；后锚室设在前锚室的后部。本发明的一种岸边锚碇及其施工工艺，锚碇结构稳定，浇筑施工后不会出现收缩与温度裂缝。
Shoreside anchorage and construction process thereof
一种岸边锚碇及其施工工艺
YOO JUNG (author) / QIN GUIFANG (author) / ZHANG JIYONG (author) / XIE QINJIAN (author) / LI ANMIN (author) / REN QIUHAO (author) / ZHANG ZHICHENG (author) / LIANG WEI (author) / KANG WON-KEUN (author) / YU SONGXUAN (author)
2022-08-05
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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