Prestressed rod core bag grouting combined anti-floating component and construction method
A technology of prestressed rods and construction methods, which is applied in the direction of infrastructure engineering, construction, protection devices, etc., can solve problems such as hidden water leakage in basements, achieve the effects of improving pullout resistance, solving hidden dangers of water leakage, and shortening the construction period
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specific Embodiment 1
[0033] Specific embodiment one: as figure 1 , figure 2 , image 3 As shown, a prestressed rod core bladder bag grouting combined anti-floating component construction method includes the following steps:
[0034] First, the pile hole construction, drill holes at the bottom of the foundation pit to form the pile hole 2.
[0035] Second, the prefabricated prestressed anchor rod 1 is installed, the prefabricated prestressed anchor rod is lowered into the pile hole, and the lower end of the prefabricated prestressed anchor rod is supported at the bottom of the pile hole. The prefabricated prestressed anchor rod includes a squeeze and expansion device, a prefabricated anchor pile 1.1 and a vertical prestressed steel bar 1.2 embedded in the prefabricated anchor pile. The upper end of the vertical prestressing steel bar protrudes above the prefabricated anchor pile and forms a reserved steel bar 1.3 above the prefabricated anchor pile. The extrusion and expansion device includes...
specific Embodiment 2
[0048] Specific embodiment two: as figure 1 , figure 2 , image 3 As shown, a prestressed rod core bladder grouting combined anti-floating component includes a prefabricated prestressed anchor rod 1 . The prefabricated prestressed anchor rod includes a squeeze and expansion device, a prefabricated anchor pile 1.1 and a vertical prestressed steel bar 1.2 embedded in the prefabricated anchor pile. The upper end of the vertical prestressing steel bar protrudes above the prefabricated anchor pile and forms a reserved steel bar 1.3 above the prefabricated anchor pile. The extrusion and expansion device includes a bladder 1.4 sleeved outside the prefabricated anchor pile, a grouting cavity 1.9 formed between the bladder and the outer wall of the prefabricated anchor pile, and a grouting set in the prefabricated anchor pile and communicated with the grouting cavity. Channel 1.6. The upper end of the grouting channel communicates with the upper end of the prefabricated anchor pi...
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