Fabricated underground continuous wall and construction method thereof
An underground diaphragm wall, prefabricated technology, applied in sheet pile walls, infrastructure engineering, construction, etc., can solve the problems of reducing the overall performance of the underground diaphragm wall and the bulge of the diaphragm wall components, so as to improve the construction efficiency and reduce the bulge or depression. phenomenon, the effect of reducing the possibility of position shift
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[0042] Example 1: A fabricated underground continuous wall, refer to figure 1 , Including the installation channel 1 opened on the ground, a number of continuous wall units 2 are placed in sequence in the installation channel 1, and a telescopic assembly 3 is sandwiched between two adjacent continuous wall units 2. The telescopic assembly 3 includes two installations The plate 31 and a telescopic rubber strip 32, and two mounting plates 31 are attached to the opposite side walls of the adjacent continuous wall unit 2. The stretchable rubber strip 32 has elastic force and can produce corresponding changes according to the change of the gap between two adjacent continuous wall units 2 so that the two adjacent continuous wall units 2 are always kept in a filled state.
[0043] Reference figure 1 , The transverse cross-sectional view of the mounting plate 31 is a "U" shape, the opening of the mounting plate 31 faces the telescopic rubber strip 32, and the two sides of the telescopic r...
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[0048] Embodiment 2: A construction method for fabricated underground continuous walls, the specific steps are as follows:
[0049] S1. Use an excavator to excavate the installation channel 1, and the sidewall of the installation channel 1 is supported by supporting steel bars. When excavating, it should be ensured that the side wall of the installation channel 1 is vertical and the bottom is horizontal;
[0050] S2. Before hoisting the continuous wall unit 2, attach the mounting plate 31 to the continuous wall unit 2. During the installation process, the reinforcement anchor bars 21 should pass through the mounting plate 31, and then strong steel bars 33 are placed vertically in the mounting plate 31 , The joints of the strong steel bar 33 and the reinforced anchor bar 21 are wound and tightened with steel wire;
[0051] S3. After the reinforcement anchor bars 21 and the strong steel bars 33 are installed, the support steel 34 is placed transversely in the mounting plate 31. The su...
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