The invention discloses a controllable grouting method for a valve
pipe sleeving method of a deep and thick cover layer. The controllable grouting method comprises the following steps that one-time forming of a
drill hole is achieved by follow-
pipe drilling, and by using follow-pipes which are synchronously placed down into the
drill hole, an operating hole is formed; a valve
pipe sleeving
assembly is arranged inside the operating hole; a shell sleeving
sizing agent is poured into annular gaps between the valve pipe sleeving
assembly and the follow-pipes until the shell sleeving
sizing agent overflows out of hole openings; after the shell sleeving
sizing agent is poured, the follow-pipes are taken out of the
drill hole, and the shell sleeving sizing agent is made to be in contact with a
ground layer; before the complete condensation of the shell sleeving sizing agent, by sectionally plugging grouting plugs into the valve pipe sleeving
assembly from top to bottom in a clamped mode, a grouting sizing agent from
grout outlet holes of the valve pipe sleeving assembly is poured into the
ground layer through the shell sleeving sizing agent; when the grouting sizing agent is being poured into the
ground layer, by pouring grouting sizing agents with different concentrations, the controllable composite grouting is implemented. According to the controllable grouting method, the hole
fault rate is effectively prevented from occurring, the pouring volume of the sizing agents is accurately controlled, the construction efficiency is improved, the using amount of raw materials is effectively reduced, and the cost is saved.