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Grouting reinforcement retaining wall device and construction method
According to the grouting reinforcement retaining wall device and the construction method, the grouting reinforcement retaining wall device is composed of a main body column and a baffle, the main body column is composed of a stabilizing pile and a grouting pipe, the stabilizing pile comprises a vertical beam and two cross beams, the two sides of the vertical beam are perpendicularly connected with the middles of the two cross beams respectively, and a plurality of grouting holes are formed in the side wall of the grouting pipe; and the supports are fixed on two sides of the vertical beam. The construction method comprises the steps of device manufacturing, main body column driving, grouting, baffle fixing and the like. According to the grouting reinforcement retaining wall device and the construction method, a rigid lateral retaining wall structure can be formed to resist soil collapse, safety accidents are avoided, compared with a traditional method, the structure is more stable, potential safety hazards are lower, and the safety of foundation pit operators is guaranteed to the maximum extent.
一种注浆加固挡墙装置及施做方法,注浆加固挡墙装置由主体柱和挡板两部分组成,主体柱由稳固桩和注浆管组成,稳固桩包括竖梁和两个横梁,竖梁的两边分别与两个横梁的中部垂直连接,注浆管的侧壁上开有多个注浆孔,并固定在竖梁的两侧。施作方法包括装置制造、打入主体柱、灌浆、固定挡板等步骤。本发明提供的注浆加固挡墙装置及施作方法,能够形成刚性的侧向挡墙结构来抵挡土体垮塌,避免对安全事故的发生,相较于传统方法结构更加稳固、安全隐患更低,从最大程度上保证了基坑作业人员安全。
Grouting reinforcement retaining wall device and construction method
According to the grouting reinforcement retaining wall device and the construction method, the grouting reinforcement retaining wall device is composed of a main body column and a baffle, the main body column is composed of a stabilizing pile and a grouting pipe, the stabilizing pile comprises a vertical beam and two cross beams, the two sides of the vertical beam are perpendicularly connected with the middles of the two cross beams respectively, and a plurality of grouting holes are formed in the side wall of the grouting pipe; and the supports are fixed on two sides of the vertical beam. The construction method comprises the steps of device manufacturing, main body column driving, grouting, baffle fixing and the like. According to the grouting reinforcement retaining wall device and the construction method, a rigid lateral retaining wall structure can be formed to resist soil collapse, safety accidents are avoided, compared with a traditional method, the structure is more stable, potential safety hazards are lower, and the safety of foundation pit operators is guaranteed to the maximum extent.
一种注浆加固挡墙装置及施做方法,注浆加固挡墙装置由主体柱和挡板两部分组成,主体柱由稳固桩和注浆管组成,稳固桩包括竖梁和两个横梁,竖梁的两边分别与两个横梁的中部垂直连接,注浆管的侧壁上开有多个注浆孔,并固定在竖梁的两侧。施作方法包括装置制造、打入主体柱、灌浆、固定挡板等步骤。本发明提供的注浆加固挡墙装置及施作方法,能够形成刚性的侧向挡墙结构来抵挡土体垮塌,避免对安全事故的发生,相较于传统方法结构更加稳固、安全隐患更低,从最大程度上保证了基坑作业人员安全。
Grouting reinforcement retaining wall device and construction method
一种注浆加固挡墙装置及施做方法
GUO YAJUN (author) / DAI BOBO (author) / ZHANG TAO (author) / LI KE (author) / WANG CHENGJIANG (author) / YU WANYANG (author) / LI XIN (author)
2023-09-29
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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