Convenient repair method for pile foundation of bridge bored pile
A technology for cast-in-place piles and bridges, used in excavation, sheet pile walls, infrastructure engineering, etc., can solve problems such as substandard quality, prolonged construction period, and rising costs, achieve high soil spalling and collapse, prevent soil spalling and collapse, and protect the side wall effect
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Embodiment 1
[0026] The present embodiment provides a bridge cast-in-place pile foundation repair method, comprising the following steps:
[0027]S1. Excavate side wells on the side of the bridge cast-in-place pile foundation close to the substandard part and on the side opposite to this side, so that the outer wall of the bridge cast-in-place pile foundation is close to the bridge cast-in-place pile pile in the substandard part The side well on one side of the foundation is exposed, and the depth of the side well is controlled to be at least 50cm deeper than the lowest end of the substandard part, and the side well on the other side is far away from the bridge cast-in-place piles in the substandard part The distance of the base is not more than 50cm; in the present embodiment, because the height range of the unqualified position is 5.8-6.1m, so the depth of the side well is 6.15m;
[0028] S2. Cut off the part that does not meet the standard, and check up and down to confirm that the pile...
Embodiment 2
[0040] This embodiment provides a method for repairing cast-in-situ piles of bridges, which is an improvement on the basis of Embodiment 1. The difference is that in step S3, the repairing concrete is used to completely carry out the removal of the space and the side well. pouring.
[0041] The advantage of this embodiment is that the poured repair concrete can be filled into the inside of the excavated space under a very large pressure, and is in close contact with the inner wall of the excavated space; The uneven support strength of the pile foundation can enhance the supporting effect of the original pile foundation.
Embodiment 3
[0043] This embodiment provides a method for repairing cast-in-situ piles of bridges, which is an improvement on the basis of Embodiment 1 or Embodiment 2. Smear a layer of adhesive on the inner wall of the space and the outer wall of the bridge cast-in-place pile foundation exposed in the side well, and the adhesive includes by weight: cement: medium sand: melon stone: E44 epoxy resin : Butyl phthalate: KH-560 silane coupling agent: curing agent=440:660:967:119:7.4:2.2:89.
[0044] The above-mentioned adhesive can well connect the outer wall of the original pile foundation and the newly poured repair concrete, thereby enhancing the bonding force between the repair concrete and the original pile foundation. Under the test conditions of the above-mentioned adhesive, the axial tensile strength of the new-old interface is about 1.7Mpa, the splitting tensile strength is about 1.14Mpa, and the shear strength is about 2.16Mpa, so it can greatly strengthen the relationship between th...
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Abstract
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