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Method for repairing cracking of stone-laying retaining wall
The invention relates to the technical field of constructional engineering, in particular to a stone-laying retaining wall reinforcing method which is characterized in that a crack of a stone-laying retaining wall body is grouted, so that the crack of the stone-laying retaining wall body can be blocked, and the structural integrity of the stone-laying retaining wall is improved; a plurality of first embedded steel bars are embedded in the non-soil-retaining side of the stone-laying retaining wall body at intervals; a reinforced concrete reinforcing structure is poured, the reinforced concrete reinforcing structure comprises a wall side reinforcing layer arranged on the non-soil-retaining side of the stone-laying retaining wall body and a stability increasing wall toe arranged on the outer side of the non-soil-retaining side of the stone-laying retaining wall foundation, and the part, located on the outer side of the stone-laying retaining wall body, of each first embedded steel bar is embedded in the wall side reinforcing layer; the first embedded steel bars are beneficial to improving the connection stability of the wall side reinforcing layer and the stone-laying retaining wall body, the wall side reinforcing layer can improve the overall stability of the stone-laying retaining wall body, the stability increasing wall toes improve the anti-overturning and anti-sliding stability of the stone-laying retaining wall body, and the reinforced concrete reinforcing structure guarantees the overall strength of the treated stone-laying retaining wall.
本发明涉及建筑工程技术领域,特别是涉及一种砌石挡墙加固方法,对砌石挡墙本体的裂缝进行注浆,能够封堵砌石挡墙本体的裂缝、提高砌石挡墙的结构整体性;在砌石挡墙本体的非挡土侧间隔埋设多个第一植筋;浇筑钢筋混凝土加强结构,钢筋混凝土加强结构包括设置在砌石挡墙本体的非挡土侧的墙侧加强层和设置在砌石挡墙基础的非挡土侧的外侧的增稳墙趾,各第一植筋位于砌石挡墙本体外侧的部分均埋设在墙侧加强层中,第一植筋有助于提高墙侧加强层与砌石挡墙本体的连接稳定,墙侧加强层可提高砌石挡墙本体的整体稳定性,增稳墙趾增加了砌石挡墙本体的抗倾覆及抗滑移稳定性,钢筋混凝土加强结构保证了处理后的砌石挡墙的整体强度。
Method for repairing cracking of stone-laying retaining wall
The invention relates to the technical field of constructional engineering, in particular to a stone-laying retaining wall reinforcing method which is characterized in that a crack of a stone-laying retaining wall body is grouted, so that the crack of the stone-laying retaining wall body can be blocked, and the structural integrity of the stone-laying retaining wall is improved; a plurality of first embedded steel bars are embedded in the non-soil-retaining side of the stone-laying retaining wall body at intervals; a reinforced concrete reinforcing structure is poured, the reinforced concrete reinforcing structure comprises a wall side reinforcing layer arranged on the non-soil-retaining side of the stone-laying retaining wall body and a stability increasing wall toe arranged on the outer side of the non-soil-retaining side of the stone-laying retaining wall foundation, and the part, located on the outer side of the stone-laying retaining wall body, of each first embedded steel bar is embedded in the wall side reinforcing layer; the first embedded steel bars are beneficial to improving the connection stability of the wall side reinforcing layer and the stone-laying retaining wall body, the wall side reinforcing layer can improve the overall stability of the stone-laying retaining wall body, the stability increasing wall toes improve the anti-overturning and anti-sliding stability of the stone-laying retaining wall body, and the reinforced concrete reinforcing structure guarantees the overall strength of the treated stone-laying retaining wall.
本发明涉及建筑工程技术领域,特别是涉及一种砌石挡墙加固方法,对砌石挡墙本体的裂缝进行注浆,能够封堵砌石挡墙本体的裂缝、提高砌石挡墙的结构整体性;在砌石挡墙本体的非挡土侧间隔埋设多个第一植筋;浇筑钢筋混凝土加强结构,钢筋混凝土加强结构包括设置在砌石挡墙本体的非挡土侧的墙侧加强层和设置在砌石挡墙基础的非挡土侧的外侧的增稳墙趾,各第一植筋位于砌石挡墙本体外侧的部分均埋设在墙侧加强层中,第一植筋有助于提高墙侧加强层与砌石挡墙本体的连接稳定,墙侧加强层可提高砌石挡墙本体的整体稳定性,增稳墙趾增加了砌石挡墙本体的抗倾覆及抗滑移稳定性,钢筋混凝土加强结构保证了处理后的砌石挡墙的整体强度。
Method for repairing cracking of stone-laying retaining wall
一种砌石挡墙开裂修复方法
CAI XIANTANG (Autor:in) / LIAO ZUDONG (Autor:in) / LUO YAFANG (Autor:in) / FAN XUEMEI (Autor:in) / GUO MINGDE (Autor:in) / TIAN LEI (Autor:in) / ZENG JUNXIANG (Autor:in) / XIAO LIJUN (Autor:in) / WANG DAI (Autor:in)
15.08.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
/
E01F
ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
,
Zusätzliche Baumaßnahmen, wie die Ausstattung von Straßen oder die bauliche Ausbildung von Bahnsteigen, Landeplätzen für Hubschrauber, Wegweisern, Schneezäunen oder dgl.
Automatic grout spraying facility for laying wet masonry stone retaining wall
Europäisches Patentamt | 2020
|