Recyclable steel underground continuous wall unit and construction method thereof
An underground diaphragm wall and steel technology, applied in sheet pile walls, infrastructure engineering, construction, etc., can solve the problems of long construction period of cast-in-place reinforced concrete structure, narrow application range of steel enclosure structure, and inability to guarantee quality. , to overcome the poor waterproof performance, improve the waterproof effect, and shorten the construction period.
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Embodiment 1
[0052] Example 1, such as figure 1 As shown, one aspect of the present invention provides a recyclable steel underground continuous wall unit, the continuous wall unit is followed by a receiving end 15, a transition section 16 and an insertion end 17 from left to right, and the receiving end 15 includes two The first wall panels 1 arranged at intervals in parallel and the water-swellable rubber water-stop strips 7 arranged on the inner side of the first wall panels 1 . The left end of the first wallboard 1 is preset with 12 holes for bolts, which are used for connection between the upper and lower units.
[0053] see further Figure 6As shown, the transition section 16 includes two second wall panels 2 arranged in parallel and at intervals, a vertical duct 5 arranged between the two second wall panels 2, a baffle plate 11, a steel box girder 3, and a water-resistant layer 6. The hydraulic jack 4 and the joint barrier layer 13, the baffle plate 11 is vertically arranged betwe...
Embodiment 2
[0072] Embodiment 2, the recyclable steel underground diaphragm wall unit is the same as Embodiment 1, except that the number of steel box girders 3 and vertical conduits 5 in the transition section 16 is adapted to the length of the second wall panel 2 . The vertical conduit 5 and the steel box girder 3 are arranged at intervals, and the number of spring bolts 10 is increased at the same time.
[0073] The unit structure of the recyclable steel underground diaphragm wall provided by the present invention is reasonably arranged, the transition section 16 can be arranged according to actual requirements, and the construction is flexible and convenient. The construction method overcomes the problems of poor waterproof performance at the joints of prefabricated reinforced concrete structures, sensitivity to the thickness of the enclosure structure sediment, uneven settlement and inclination that may easily cause potential safety hazards in the foundation pit, and the existing stee...
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