Bracket and construction method of deep trench support
A technology of deep grooves and corbels, which is applied in excavation, infrastructure engineering, construction, etc., can solve the problems of non-reusable use and inconvenient installation of corbels, and achieve the solution of non-reusable use, convenient dismantling, and avoiding construction steps Effect
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Example Embodiment
[0030] Example 1:
[0031] reference Figure 1 to Figure 2 This embodiment provides a corbel comprising a vertical I-beam 1, a bottom plate 2, and a reinforcing rib 3. The bottom plate 2 is horizontally disposed and fixed to the lower part of the right flange of the I-beam 1, so The stiffener 3 is vertically fixed at the bottom of the bottom plate 2 and connected to the right flange of the I-beam 1, and further includes a suspension device 4, which is fixed on the left wing of the I-beam 1. Rim upper part.
[0032] For the corbel in this embodiment, since the suspension device 4 is provided on the upper left edge of the I-beam 1, when installing the corbel, it is only necessary to fix the corbel on the top of the steel sheet pile wall through the suspension device 4 , The installation of the corbel can be completed, unnecessary construction steps such as welding are avoided, and the problem of inconvenient construction caused by the need for welding to install the corbel is solved...
Example Embodiment
[0037] Example 2:
[0038] reference Figure 1 to Figure 3 , This embodiment provides a construction method for deep trench support.
[0039] The technical solution of a construction method for deep trench support in this embodiment is as follows:
[0040] A construction method for deep trench support, the steps are as follows:
[0041] In the first step, several steel sheet piles 5 are driven into both sides of the deep groove to be constructed, and steel sheet pile walls are formed on both sides of the deep groove to be constructed, and the top elevations of the steel sheet piles 5 are unified, and the top elevations of the steel sheet piles 5 are unified. Later, the purlin 6 can be installed horizontally, which strengthens the supporting effect of the purlin 6 on the steel sheet pile wall;
[0042] In the second step, excavate a foundation trench between the steel sheet pile walls on both sides, the depth of the foundation trench is greater than the height of the corbel in Example ...
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