A multi-platform enclosure structure and construction method
An envelope structure and multi-platform technology, applied in infrastructure engineering, excavation, construction, etc., can solve the problems of poor water sealing effect of the envelope structure, unsuitable for foundation pit support, and the impact of the surrounding environment, so as to speed up the overall construction The effect of speed, ease of implementation, and high security
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Embodiment 1
[0045] Embodiment one sees figure 1 , figure 2 and Figure 5 to Figure 12 As shown, a multi-platform enclosure structure is enclosed in the soil 9 around the foundation pit, including an outer enclosure, at least one inner enclosure and a tie device between the two, wherein the inner The enclosure device is low and located at the inner ring of the foundation pit, and the outer enclosure device is high and located at the outer ring of the foundation pit, forming a stepped shape with an outer high and an inner low;
[0046]The outer enclosure device includes continuous high enclosure components arranged in the front row, intermittent anti-side elevation piles 14 arranged in the rear row and connecting beams 17 arranged between the tops of the two, and the high enclosure components The cap beam 3 perpendicular to the connecting beam 17 is arranged on the top of the anti-side high pile 14; the inner layer enclosure device is the lower wall 21 of the underground diaphragm wall; ...
Embodiment 2
[0047] Embodiment two see image 3 , Figure 4 and Figure 5 to Figure 12 As shown, the difference from Embodiment 1 is that the inner enclosure device is a water-stop pile wall formed by layer-by-layer enclosure low piles 4 and water-stop piles B16 interlocking at intervals, and the enclosure low piles 4 and water-stop piles The top surface of B16 is tied through the cap beam 3.
[0048] The construction method of described multi-platform enclosure structure, steps are as follows:
[0049] Step 1, constructing a high enclosure component in the soil 9 around the foundation pit and pre-embedding the embedded part at the position of the platform to be set, and constructing the cap beam 3 on the top surface of the high enclosure component;
[0050] Step 2, constructing anti-side elevation piles 14 at intervals in a direction away from the foundation pit to be excavated, and constructing cap beams 3 on the top surface of anti-lateral elevation piles 14;
[0051] Step 3, constr...
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