Repair structure and construction method of wall gap in underground diaphragm wall
A technology of underground diaphragm wall and construction method, which is applied in basic structure engineering, sheet pile wall, building and other directions, can solve the problems of high engineering cost, large amount of construction work, poor soil and water-stopping effect, etc., so as to ensure construction safety, The effect of enhancing structural strength
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Embodiment 1
[0035] Example 1: Combining figure 1 Illustrate the repairing structure of the gap of the underground diaphragm wall of the present embodiment, side A represents in the foundation pit in the accompanying drawing, side B represents outside the foundation pit, and the wall gap is positioned at the waterproof steel plate ( 12, 13), such as figure 1 As shown, the above-mentioned repair structure is composed of an enclosure structure 40 and a sealing structure 50; the side of the wall gap near the B side is covered with an enclosure structure 40 composed of piles, and two water-stop steel plates (12, 13 ) wing plates are connected by sealing steel plates, steel bars are bound in the gap of the wall and concrete is poured to make a sealing structure 50, and the sealing structure 50 can be connected with the adjacent underground continuous wall 10 as a whole. In this embodiment, the water-stop steel plates (12, 13) adopt H-shaped steel, and other forms of steel can also be used, whi...
Embodiment 2
[0040] Embodiment two: combine Figure 1 to Figure 6 Illustrate the construction method of the repairing structure of the underground diaphragm wall wall gap of the present embodiment, the A side represents the inside of the foundation pit, and the B side represents the outside of the foundation pit, and the specific steps are as follows:
[0041] S101, before excavating the earth in the foundation pit, if figure 2 As shown, an enclosure structure 40 composed of piles is constructed on the outside of the adjacent underground diaphragm wall 10 joint (that is, near the B side), so that the enclosure structure 40 is covered on the outside of the joint;
[0042] S102, such as image 3 and Figure 4 As shown, the earthwork in the foundation pit is excavated in layers, and there is a layer of earthwork between every two vertically adjacent concrete supports (60, 70). When the upper layer of earthwork is excavated to the bottom level of the concrete support 70 below Afterwards, s...
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