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    • 1. 发明公开
    • The road which subsidence and grouting method of soft ground
    • 软土地基和道路方法
    • KR20120055523A
    • 2012-05-31
    • KR20120050147
    • 2012-05-11
    • HYUB JIN CO LTD
    • WOO SANG SU
    • E02D3/12E01C23/10
    • E02D3/12E01C23/10E02D5/46E02D2300/0018
    • PURPOSE: A grouting method for subsidized road and weak soil foundation is provided to minimize the risk of resubsidence of road by injecting grout milk between a soil layer and a lean concrete layer and between the lean concrete layer and a main concrete pavement layer. CONSTITUTION: A grouting method for subsidized road and weak soil foundation is as follows. A plurality of injection grooves for injection of grout milk and a plurality of confirmation grooves for confirming the injection of grout milk are bored in subsidized road or weak soil foundation to a soil layer(S100). An injection device is inserted and fixed in the injection grooves(S200). Water is injected into the injection device to confirm the size of an air gap and grout milk to be injected is prepared(S300). A feed hose is connected to the injection device to individually inject the grout milk(S400). A backflow prevention valve is closed to prevent backflow(S500). After 3-24 hours, grout milk is injected into an air gap between the concrete layer and a main concrete pavement layer(S600). A valve of the injection device is closed to prevent the backflow of grout milk(S700). The grout milk injected is solidified(S800). The injection device is removed from the injection groove(S900). It is determined whether the main concrete pavement layer is raised by the grout milk injection(S1000).
    • 目的:提供补贴道路和弱土基础的灌浆方法,以便通过在土层和贫混凝土层之间以及贫混凝土层和主混凝土路面层之间注入灌浆牛来最小化道路再沉积的风险。 构成:补助道路和弱土基础灌浆方法如下。 用于注射灌浆奶的多个注入槽和用于确认灌浆奶的注射的多个确认槽在补贴道路或弱土壤基础中对土壤层感到无聊(S100)。 注射装置插入并固定在注入槽中(S200)。 将水注射到注射装置中以确定气隙的大小并准备注射的浆液(S300)。 进料软管连接到注射装置以单独注射浆液(S400)。 防回流阀关闭以防止回流(S500)。 3-24小时后,将灌浆奶注入混凝土层和主混凝土路面层之间的空隙中(S600)。 注射装置的阀门关闭,以防止灌浆奶回流(S700)。 注入的灌浆乳固化(S800)。 注射装置从注入槽中取出(S900)。 确定是否通过灌浆乳注入主混凝土路面层(S1000)。