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Reserved hoisting hole structure applying ribbed L-shaped retaining wall top plate deep covering soil
A reserved hoisting hole structure applying ribbed L-shaped retaining wall top plate deep covering soil comprises a reserved hoisting hole and a first-stage construction top plate laid on the periphery of the reserved hoisting hole. The structure further comprises cast-in-place or prefabricated L-shaped retaining walls and rib plates. The L-shaped retaining wall is composed of a vertical wall body and a horizontal wall body which are connected in a right-angle mode, the rib plate is obliquely supported between the vertical wall body and the horizontal wall body to form a triangular supporting structure, and the two ends of the rib plate are fixedly connected with the vertical wall body and the horizontal wall body. A circle of vertically-upward protruding blocking edge is arranged on the edge of the reserved hoisting hole, L-shaped retaining walls are continuously arranged along the hole opening of the reserved hoisting hole in a circle, the horizontal wall body is laid on a first-stage construction top plate around the hole opening of the reserved hoisting hole, and the vertical wall body rides the hole opening of the reserved hoisting hole to be vertically and upwards arranged and abuts against the protruding blocking edge. According to the invention, the problems of stress of the retaining wall with the reserved hoisting hole for deep soil covering of the open cut engineering roof and waterproof sealing of the permanent roof structure at the hoisting hole are solved.
一种应用加肋式L型挡土墙顶板深厚覆土的预留吊装孔结构,包括预留吊装孔,及其周围铺设的一期施工顶板;还包括现浇或预制L型挡土墙、肋板;L型挡土墙由成直角连接的竖向墙体及水平墙体构成,肋板倾斜支撑在竖向墙体及水平墙体之间构成三角形支撑结构,肋板两端与竖向墙体及水平墙体连接固定;在预留吊装孔边缘设置一圈竖直向上的凸起挡沿,沿预留吊装孔洞口一圈连续设置L型挡土墙,其中,水平墙体铺设在预留吊装孔的洞口周围的一期施工顶板上,竖向墙体骑着预留吊装孔的洞口竖直向上设置并抵靠在凸起挡沿上。本发明解决了明挖工程顶板深厚覆土预留吊装孔挡土墙受力,及永久顶板结构在吊装孔处外包防水封闭问题。
Reserved hoisting hole structure applying ribbed L-shaped retaining wall top plate deep covering soil
A reserved hoisting hole structure applying ribbed L-shaped retaining wall top plate deep covering soil comprises a reserved hoisting hole and a first-stage construction top plate laid on the periphery of the reserved hoisting hole. The structure further comprises cast-in-place or prefabricated L-shaped retaining walls and rib plates. The L-shaped retaining wall is composed of a vertical wall body and a horizontal wall body which are connected in a right-angle mode, the rib plate is obliquely supported between the vertical wall body and the horizontal wall body to form a triangular supporting structure, and the two ends of the rib plate are fixedly connected with the vertical wall body and the horizontal wall body. A circle of vertically-upward protruding blocking edge is arranged on the edge of the reserved hoisting hole, L-shaped retaining walls are continuously arranged along the hole opening of the reserved hoisting hole in a circle, the horizontal wall body is laid on a first-stage construction top plate around the hole opening of the reserved hoisting hole, and the vertical wall body rides the hole opening of the reserved hoisting hole to be vertically and upwards arranged and abuts against the protruding blocking edge. According to the invention, the problems of stress of the retaining wall with the reserved hoisting hole for deep soil covering of the open cut engineering roof and waterproof sealing of the permanent roof structure at the hoisting hole are solved.
一种应用加肋式L型挡土墙顶板深厚覆土的预留吊装孔结构,包括预留吊装孔,及其周围铺设的一期施工顶板;还包括现浇或预制L型挡土墙、肋板;L型挡土墙由成直角连接的竖向墙体及水平墙体构成,肋板倾斜支撑在竖向墙体及水平墙体之间构成三角形支撑结构,肋板两端与竖向墙体及水平墙体连接固定;在预留吊装孔边缘设置一圈竖直向上的凸起挡沿,沿预留吊装孔洞口一圈连续设置L型挡土墙,其中,水平墙体铺设在预留吊装孔的洞口周围的一期施工顶板上,竖向墙体骑着预留吊装孔的洞口竖直向上设置并抵靠在凸起挡沿上。本发明解决了明挖工程顶板深厚覆土预留吊装孔挡土墙受力,及永久顶板结构在吊装孔处外包防水封闭问题。
Reserved hoisting hole structure applying ribbed L-shaped retaining wall top plate deep covering soil
一种应用加肋式L型挡土墙顶板深厚覆土的预留吊装孔结构
LYU LIANG (author) / QIU JING (author) / ZHANG ZHAO (author) / XUE RUJING (author) / TONG JIANHONG (author) / GAO XINCAI (author) / LI MINGGAN (author) / QIAO FENG (author) / SUN LIZHU (author) / TIAN YANDE (author)
2023-10-20
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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