Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Pre-reinforcing structure for construction of underground diaphragm wall in alluvial layer and using method of pre-reinforcing structure
The invention discloses a pre-reinforcement structure for construction of an underground diaphragm wall in an alluvial layer and a using method thereof.The pre-reinforcement structure comprises horizontally-arranged concrete and a reinforcement cage, the concrete is located on the outer side of the reinforcement cage and attached to the reinforcement cage, connecting pipes are attached to the left side and the right side of the concrete correspondingly, and placing pipes are attached to inner cavities of the connecting pipes; openings are formed in the positions, close to the bottom end, of the front side and the rear side of the containing pipe, the two openings communicate with an inner cavity of the containing pipe, and open grooves are formed in the positions, close to the bottom end, of the front side and the rear side of the connecting pipe. When slurry enters the connecting pipe, the slurry can retreat from the inner cavity of the connecting pipe through opening and closing and slotting, and the situation that the bottom of the inner cavity of the connecting pipe loses pressure, and consequently the connecting pipe inclines is avoided.
本发明公开了地下连续墙在冲积层施工预加固结构及其使用方法，包括水平设置的混凝土和钢筋笼，所述混凝土位于钢筋笼外侧，并与其贴合，所述混凝土左右两侧均贴合有连接管，所述连接管内腔贴合有放置管，所述放置管前后两侧靠近底端处开设有开口，两个所述开口均与放置管的内腔相互贯通，所述连接管前后两侧靠近底端处均开设有开槽，本发明通过触发器、电缆、电动伸缩杆、圆板、复位弹簧、浮板、触碰杆等部件之间的相互配合，可实现当泥浆进入连接管的内部时，可将泥浆通过开合和开槽退出连接管的内腔，放连接管内腔底部发生失压，从而导致连接管倾斜。
Pre-reinforcing structure for construction of underground diaphragm wall in alluvial layer and using method of pre-reinforcing structure
The invention discloses a pre-reinforcement structure for construction of an underground diaphragm wall in an alluvial layer and a using method thereof.The pre-reinforcement structure comprises horizontally-arranged concrete and a reinforcement cage, the concrete is located on the outer side of the reinforcement cage and attached to the reinforcement cage, connecting pipes are attached to the left side and the right side of the concrete correspondingly, and placing pipes are attached to inner cavities of the connecting pipes; openings are formed in the positions, close to the bottom end, of the front side and the rear side of the containing pipe, the two openings communicate with an inner cavity of the containing pipe, and open grooves are formed in the positions, close to the bottom end, of the front side and the rear side of the connecting pipe. When slurry enters the connecting pipe, the slurry can retreat from the inner cavity of the connecting pipe through opening and closing and slotting, and the situation that the bottom of the inner cavity of the connecting pipe loses pressure, and consequently the connecting pipe inclines is avoided.
本发明公开了地下连续墙在冲积层施工预加固结构及其使用方法，包括水平设置的混凝土和钢筋笼，所述混凝土位于钢筋笼外侧，并与其贴合，所述混凝土左右两侧均贴合有连接管，所述连接管内腔贴合有放置管，所述放置管前后两侧靠近底端处开设有开口，两个所述开口均与放置管的内腔相互贯通，所述连接管前后两侧靠近底端处均开设有开槽，本发明通过触发器、电缆、电动伸缩杆、圆板、复位弹簧、浮板、触碰杆等部件之间的相互配合，可实现当泥浆进入连接管的内部时，可将泥浆通过开合和开槽退出连接管的内腔，放连接管内腔底部发生失压，从而导致连接管倾斜。
Pre-reinforcing structure for construction of underground diaphragm wall in alluvial layer and using method of pre-reinforcing structure
地下连续墙在冲积层施工预加固结构及其使用方法
WANG JIAQI (Autor:in) / SONG GUANGHUI (Autor:in) / WANG YING (Autor:in) / LIU ZHIGUO (Autor:in) / CHEN XIAOFEI (Autor:in) / SUN SHILEI (Autor:in) / ZHAO CHENXU (Autor:in) / DUAN XINGYI (Autor:in) / CAO HUI (Autor:in) / WAN PENG (Autor:in)
13.01.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
| Europäisches Patentamt | 2024
Underground diaphragm wall grooving reinforcing device and grooving reinforcing method
| Europäisches Patentamt | 2022
| Europäisches Patentamt | 2024
| Europäisches Patentamt | 2023
| Europäisches Patentamt | 2024