Variable pressure grouting pump and grouting method
A technology of grouting pump and pressure transformation device, which is applied in the processing of building materials, structural elements, building components, etc., can solve the problems affecting the grouting pump discharge pressure and flow, the suction and discharge valve group is not tightly closed, and the slurry in the sleeve Saturation, poor uniformity and compactness, etc., to achieve the effect of increasing pressure, improving quality, and ensuring saturation
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Embodiment 1
[0032] like figure 1 As shown, the present invention provides a variable pressure grouting pump, comprising: an inlet part, a grouting part connected to the outlet of the inlet part, an output part connected to the outlet of the grouted part; the output The part includes a control valve and a delivery pipe, the control valve includes a first valve inlet, a second valve inlet, and a valve outlet, one end of the delivery pipe is connected to the valve outlet; the slurry outlet includes a variable pressure slurry outlet and a normal pressure slurry outlet, the variable pressure slurry outlet is connected to the first valve inlet through a pressure changing device, and the normal pressure slurry outlet is connected to the second valve inlet.
[0033] Compared with the prior art, the present invention sets two grout outlets in the grouting part, one of which is a normal pressure grout outlet and the other is a variable pressure grout outlet, and a variable pressure grout is set bet...
Embodiment 2
[0042] like Figure 4 As shown, another aspect of the present invention also improves a method of grouting using the above-mentioned grouting pump, which includes a vertical sleeve 74 and a vertical air pipe 77, and there is a space below the bottom end surface of the sleeve 74. Cavity 71, the sleeve 74 communicates with the vent pipe 77 through the cavity 71; the lower end of the sleeve 74 is provided with a lower port 72, and the upper end of the sleeve is provided with an upper port 73, and the lower port 72 is connected with described joint 62; The method for described grouting comprises the steps:
[0043] S1: Open the inlet of the second valve, close the inlet of the first valve, inject the slurry into the sleeve from the delivery pipe until the slurry flows out from the upper port, and then block the upper port. mouth;
[0044] S2: Close the inlet of the second valve, open the inlet of the first valve, and continue to inject the slurry into the sleeve from the delivery ...
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