A method for repairing cracks in earthen ruins
A restoration method and technology for soil sites, applied in building maintenance, soil protection, construction, etc., can solve the problems of dry shrinkage and differentiation, large shrinkage of grouting slurry, and unsatisfactory compatibility and coordination between the slurry stone body and the site soil body, etc. problems, to increase the bonding strength, overcome severe shrinkage and deformation, and improve the effect of repairing
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Embodiment 1
[0042] combine figure 2 and image 3As shown, the specific steps for repairing the earthen ruins cracks with a width of 5 to 10 cm by using the method of the present invention are as follows:
[0043] Step S1, moisten the seam. 1.5% SH grout is used to spray and infiltrate the soil 2 on both sides of the crack 1 to be repaired, so as to reinforce the soil 2 on both sides of the crack 1 . Among them, before the joint lubrication, the cracks can be purged and cleaned in advance, such as using a small air compressor to clean the floating soil and soil residue in the cracks, so as to improve the forming quality of the grouting stones in the later stage.
[0044] Step S2, configuring grouting grout. The grouting grout includes SH grout and grouting material, and the SH grout and the grouting material are uniformly stirred and mixed according to a mass ratio of 0.50-0.56. The grouting materials include Cao, F and C, and the mass ratio of CaO:F:C is 3:2:5, where CaO is quicklime...
Embodiment 2
[0053] combine Figure 5 and Figure 6 As shown, the same method as in Example 1 was used to repair the cracks in the earthen ruins with a width of 5-10 cm. The differences include the following two points:
[0054] 1) Step T1 and step T2 are provided before step S1:
[0055] Step T1, opening pile holes. Along the height direction of the fissure 1, a plurality of pile holes 5 are sequentially opened in the fissure 1 of the soil site to be repaired from bottom to top. Wherein, the diameter of the pile hole 5 is 50%-70% of the width of the crack 1, and the distance between adjacent pile holes 5 is twice the diameter of the pile hole 5.
[0056] Step T2, setting the grouting pipe. The outer diameter of the grouting pipe 6 is the same as the diameter of the pile hole 5 , and one end of the grouting pipe 6 extends into the pile hole 5 , and the other end passes through the flat plate 3 to the outside of the crack 1 . In this embodiment, the grouting pipe 6 is a PVC pipe with a...
Embodiment 3
[0066] The same method as in Example 2 was used to repair the cracks in the earth ruins with a width of 5-10 cm. The difference is that when the lime slurry is configured, the volume ratio of quicklime and ruins soil is 9:1.
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