Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of canal lining with water
The invention discloses a construction method of a canal lining with water. The method comprises the steps that firstly, a water passing groove which is formed by a water inlet end, a connecting section and a water outlet end, free of an upper cover and provided with a square section is assembled ashore, then the water passing groove is hoisted into the center of a water passing channel needing tobe lined on site, and the water inlet end and the water outlet end are both provided with horn mouths; upstream sandbags and upstream clay are arranged at the left side and the right side of the outer side of the horn mouth of the water inlet end, and upstream clay geobags are arranged at the bottom of the horn mouth at the front end of the water inlet end and used for blocking flowing water; anddownstream sandbags and downstream clay are arranged at the left side and the right side of the horn mouth of the water outlet end, downstream clay geobags are arranged at the bottom of the horn mouth of the tail end of the water outlet end and used for blocking flowing water, water in areas, defined by the upstream sandbags, the upstream clay, the downstream sandbags, the downstream clay and thewater passing groove, at the two sides of the water passing groove is pumped to form a waterless construction area, and canal lining construction is carried out. Canal lining construction can be conducted under the water passing condition, construction is rapid and convenient, investment is saved, and normal water use of people is not affected.
本发明公开了一种渠道带水衬砌的施工方法,首先岸上组装由进水端、连接段、出水端形成的无上盖的截面为方形的过水沟槽,然后现场吊运进入需要衬砌的过水渠道中央,其中进水端和出水端均为带有喇叭口;在进水端喇叭口外侧左右两侧设置上游沙袋及上游粘土,进水端前端喇叭口底部设置上游粘土土工袋,用来挡住流水;在出水端喇叭口左右两侧设置下游沙袋及下游粘土,出水端末端喇叭口底部设置下游粘土土工袋,用来挡住流水,将过水沟槽两侧由上游沙袋、上游粘土及下游沙袋、下游粘土与过水沟槽围成的区域中的水抽排形成无水施工区,进行渠道衬砌施工。能在通水情况下进行渠道衬砌施工,施工快捷方便,投资节约,不影响人们正常用水。
Construction method of canal lining with water
The invention discloses a construction method of a canal lining with water. The method comprises the steps that firstly, a water passing groove which is formed by a water inlet end, a connecting section and a water outlet end, free of an upper cover and provided with a square section is assembled ashore, then the water passing groove is hoisted into the center of a water passing channel needing tobe lined on site, and the water inlet end and the water outlet end are both provided with horn mouths; upstream sandbags and upstream clay are arranged at the left side and the right side of the outer side of the horn mouth of the water inlet end, and upstream clay geobags are arranged at the bottom of the horn mouth at the front end of the water inlet end and used for blocking flowing water; anddownstream sandbags and downstream clay are arranged at the left side and the right side of the horn mouth of the water outlet end, downstream clay geobags are arranged at the bottom of the horn mouth of the tail end of the water outlet end and used for blocking flowing water, water in areas, defined by the upstream sandbags, the upstream clay, the downstream sandbags, the downstream clay and thewater passing groove, at the two sides of the water passing groove is pumped to form a waterless construction area, and canal lining construction is carried out. Canal lining construction can be conducted under the water passing condition, construction is rapid and convenient, investment is saved, and normal water use of people is not affected.
本发明公开了一种渠道带水衬砌的施工方法,首先岸上组装由进水端、连接段、出水端形成的无上盖的截面为方形的过水沟槽,然后现场吊运进入需要衬砌的过水渠道中央,其中进水端和出水端均为带有喇叭口;在进水端喇叭口外侧左右两侧设置上游沙袋及上游粘土,进水端前端喇叭口底部设置上游粘土土工袋,用来挡住流水;在出水端喇叭口左右两侧设置下游沙袋及下游粘土,出水端末端喇叭口底部设置下游粘土土工袋,用来挡住流水,将过水沟槽两侧由上游沙袋、上游粘土及下游沙袋、下游粘土与过水沟槽围成的区域中的水抽排形成无水施工区,进行渠道衬砌施工。能在通水情况下进行渠道衬砌施工,施工快捷方便,投资节约,不影响人们正常用水。
Construction method of canal lining with water
一种渠道带水衬砌的施工方法
JIANG XIAOJUN (Autor:in) / WEN WEIKANG (Autor:in) / GULISARA SALEK (Autor:in) / SHAO FANGXIA (Autor:in) / LI ZHENG (Autor:in) / ALAI BRAN (Autor:in) / LIU KAI (Autor:in) / KURIZILAH MULATI (Autor:in) / MEN ZHONG (Autor:in) / WANG WEIQIANG (Autor:in)
03.11.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
Canal lining concrete in-situ casting method and non-linear canal lining construction method
Europäisches Patentamt | 2020
|Deschutes Canal Lining Demonstration - Construction Report
British Library Conference Proceedings | 1994
|TIBKAT | 1977
|