Steel reinforced concrete fore shaft beam and method for supporting foundation pit
A technology of reinforced concrete and lock beams, which is applied in excavation, infrastructure engineering, construction, etc., can solve the problems of high cost, non-reusable lock beams, and large steel consumption of steel structure lock beams, and achieve easy recycling and high rigidity Large, the effect of increasing the support height
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Embodiment 1
[0018] See attached Figure 1~6 , use concrete 2-1 and prestressed steel bars 2-2 to prepare reinforced concrete interlocking beams, and the lateral cross section of interlocking beams can be rectangular (see attached figure 1 , attached figure 2 And attached Figure 5 ), in order to save material, the lateral cross-section of the locking beam can also be T-shaped (see attached Figure 4 ) or L-shaped (see attached image 3 ) and other constant or variable cross-sections of various transformation shapes. The prestressed steel bars are longitudinally installed inside the side of the locking beam close to the foundation pit (see attached figure 2 ), can also be installed longitudinally on the surface of the locking beam near the foundation pit side (see attached figure 1 ), it can also be installed inside and on the surface of the side of the locking beam close to the foundation pit (see attached image 3 , attached Figure 4 , attached Figure 5 And attached Image 6...
Embodiment 2
[0020] The method for applying the reinforced concrete locking beam of the present invention to support the foundation pit is specifically implemented as follows: Excavate the foundation groove, construct the guide wall in the foundation groove according to the design requirements; construct the support structure 1, the support structure can be row piles or continuous Wall or steel structure supporting piles; after the function of the guide wall is completed, remove the guide wall; install the prestressed reinforced concrete lock beam 2 on the upper end of the support structure 1, and specifically adopt the post-tensioning method to construct the lock beam: install the formwork first, Then locate and install the prestressed steel bars 2-2 with sleeves, and then pour concrete 2-1. After the concrete reaches the curing age, stretch the prestressed steel bars in batches and anchor them with anchors 2-3. The cantilever support structure is connected as a whole with the lock beam, a...
example 2
[0021] Example 2: Reference figure 2 , Figure 5 with Figure 7 , The foundation pit support method of this example is the same as that of Example 2.
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