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Anchoring type retaining wall structure of combined anchoring system
The invention discloses a combined anchoring system anchoring type retaining wall structure which comprises a retaining plate, a plurality of supporting columns, a plurality of anchoring systems and filler, the side, close to a slope, of the retaining plate is filled with the filler, the supporting columns are arranged on the other side of the retaining plate side by side, and the anchoring systems are distributed at different heights. Each anchoring system comprises a pre-stressed anchor cable, an anchoring plate and an anchoring section, the supporting column comprises a pile foundation and a rib column poured on the pile foundation, one end of the pre-stressed anchor cable penetrates through the soil retaining plate and is fixed on the rib column through a first connecting piece, the anchoring plate penetrates through the pre-stressed anchor cable and is embedded in the filler, the anchoring section is connected with the other end of the pre-stressed anchor cable, and the supporting column is fixed on the rib column through a second connecting piece. And the baffle is arranged in the slope body. The retaining wall is simple in structure, stable in retaining, high in tensile capacity, beneficial for achieving high and light weight of an anchoring plate retaining wall structure, suitable for a high fill slope retaining wall with a large filling space behind a wall and a stable soil layer facilitating anchoring of an anchoring section.
本发明公开一种组合式锚固系统锚拉式挡土墙结构,包括:挡土板、若干支撑柱、若干个锚固系统以及填料,填料填充在挡土板靠近坡体的一侧,若干支撑柱并排设置在挡土板的另一侧,若干个锚固系统分布在不同高度,每个锚固系统包括预应力锚索、锚定板、锚固段,支撑柱包括桩基础以及浇注在桩基础上的肋柱,预应力锚索的一端穿过挡土板,通过第一连接件固定在肋柱上,锚定板穿设在预应力锚索上,并埋设在填料中,锚固段连接预应力锚索的另一端,并设置于坡体内部。本发明结构简单,支挡稳固,抗拉能力强,有助于实现锚定板挡土墙结构的高轻型,适用于墙后有较大的填土空间,同时又有便于锚固段锚固的稳定土层的高填方边坡支挡。
Anchoring type retaining wall structure of combined anchoring system
The invention discloses a combined anchoring system anchoring type retaining wall structure which comprises a retaining plate, a plurality of supporting columns, a plurality of anchoring systems and filler, the side, close to a slope, of the retaining plate is filled with the filler, the supporting columns are arranged on the other side of the retaining plate side by side, and the anchoring systems are distributed at different heights. Each anchoring system comprises a pre-stressed anchor cable, an anchoring plate and an anchoring section, the supporting column comprises a pile foundation and a rib column poured on the pile foundation, one end of the pre-stressed anchor cable penetrates through the soil retaining plate and is fixed on the rib column through a first connecting piece, the anchoring plate penetrates through the pre-stressed anchor cable and is embedded in the filler, the anchoring section is connected with the other end of the pre-stressed anchor cable, and the supporting column is fixed on the rib column through a second connecting piece. And the baffle is arranged in the slope body. The retaining wall is simple in structure, stable in retaining, high in tensile capacity, beneficial for achieving high and light weight of an anchoring plate retaining wall structure, suitable for a high fill slope retaining wall with a large filling space behind a wall and a stable soil layer facilitating anchoring of an anchoring section.
本发明公开一种组合式锚固系统锚拉式挡土墙结构,包括:挡土板、若干支撑柱、若干个锚固系统以及填料,填料填充在挡土板靠近坡体的一侧,若干支撑柱并排设置在挡土板的另一侧,若干个锚固系统分布在不同高度,每个锚固系统包括预应力锚索、锚定板、锚固段,支撑柱包括桩基础以及浇注在桩基础上的肋柱,预应力锚索的一端穿过挡土板,通过第一连接件固定在肋柱上,锚定板穿设在预应力锚索上,并埋设在填料中,锚固段连接预应力锚索的另一端,并设置于坡体内部。本发明结构简单,支挡稳固,抗拉能力强,有助于实现锚定板挡土墙结构的高轻型,适用于墙后有较大的填土空间,同时又有便于锚固段锚固的稳定土层的高填方边坡支挡。
Anchoring type retaining wall structure of combined anchoring system
一种组合式锚固系统锚拉式挡土墙结构
TANG XIYA (author) / ZHOU LIUXIANG (author) / CHEN JUNYI (author) / CHEN YI (author) / LIU JIE (author)
2023-11-10
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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