Rapid Construction Method of Underwater Shallow Buried Open Cut Large Channel without Dry Dock
A construction method and channel technology, applied to underwater structures, buildings, water conservancy projects, etc., can solve the problems of high temporary project cost, long construction period, and easy torsion phenomenon, so as to save the overall project cost and construction period, The effect of reducing the required manpower, efficient floating and precise sinking
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Embodiment 1
[0035] Embodiment 1: as figure 2 As shown, a basic structural unit of a shallow buried open cut large-scale channel without a dry dock. The basic structural unit 1 is formed by integrally pouring a top plate, a bottom plate and side walls on both sides. One end of the basic structural unit is provided with a sealing door 12, and the other end It is an open structure, the lower end of the sealing door 12 is provided with a drain pressure relief valve 13, the end of the basic structural unit on the side of the sealing door 12 is surrounded by a rubber waterstop 14, and the inside of the basic structural unit 1 is provided with an adjustable inlet. 1. The floating and ballast cabin 11 with drainage capacity, at least four axis positioning feet 15 are arranged on the bottom of the basic structural unit 1, and the top plate of the basic structural unit 1 is provided with an axial zipper 17 or is matched with the axial zipper 17 Set of fixed blocks 16.
[0036] Wherein, in this em...
Embodiment 2
[0040] Embodiment 2: as Figures 1 to 4 As shown, a method for quickly constructing a large-scale passageway without dry dock underwater shallow buried open excavation using the basic structural unit described in Embodiment 1, specifically includes the following steps:
[0041] S1, such as figure 1 As shown, the basic structural unit 1 described in the first to the Nth embodiment 1 is directly prefabricated at the flat ground near the embankment line 2 of the channel water area 4; wherein, the structural schematic diagram of the basic structural unit 1 is as follows figure 2 shown;
[0042] S2, such as Figure 4 As shown, below the embankment line 2 of the channel water area 4, the cast-in-place structural unit 7 for docking with the first basic structural unit prefabricated in step S1 is constructed by the cofferdam open-cut method, and the connection between the cast-in-place structural unit 7 A sealing door 12 is provided at the end of the sealing door 12, and a drainag...
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