Mutual anchoring connection construction method for shear wall, frame column and concrete beam bracket
A technology for concrete beams and construction methods, which is applied to walls, columns, joists, etc., can solve problems such as low safety, and achieve the effects of improving connection strength, ensuring construction quality, and facilitating construction.
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Embodiment 1
[0031] Such as Figure 1-Figure 4As shown, the construction method of mutual anchor connection between shear wall and frame column and concrete beam corbel, specifically includes the following steps:
[0032] (1) The shear walls and frame columns 1, prefabricated beams 2 and truss floor 3 are prefabricated in the factory, and the upper and lower connection structures are pre-embedded on the upper inner side of the shear walls and frame columns 1 respectively. , a stirrup structure is pre-embedded in the prefabricated beam 2, and an end connecting frame is pre-embedded at the end of the prefabricated beam 2;
[0033] (2) After hoisting the shear wall and frame column 1 to the construction location and assembling and assembling according to the drawing design, pour concrete into the interior of the shear wall and frame column 1;
[0034] (3) Hoist the corresponding section of prefabricated beam 2 between the two opposite shear walls and frame columns 1, so that the ends of the ...
Embodiment 2
[0044] Such as Figure 5 As shown, the difference from Embodiment 1 is that the end connecting frame is a rectangular truss, and the rectangular truss is composed of two truss upper ribs 19, several truss ribs 20, several transverse connecting steel bars 21 and two first horizontal lap joints. Composed of steel bars 5, two truss upper bars 19 are pre-embedded on the upper side of the end of the precast beam 2 along the length direction of the precast beam 2 and are respectively located directly below the two second horizontal overlapping bars 7, and each two truss waist bars 20 and at least two horizontal connecting steel bars 21 form a group, and the two truss waist bars 20 of the same group are arranged in parallel and spaced along the left and right sides, and the upper ends of the two truss waist bars 20 of the same group are respectively bound and connected to the two truss upper bars 19 Above, the lower ends of the two truss waist bars 20 of the same group are respective...
Embodiment 3
[0046] Such as Figure 6 and Figure 7 , all different from Embodiments 1 and 2 in that the end connectors are oblique rectangular trusses, and the oblique rectangular trusses are composed of two first horizontal lapping steel bars 5, four truss waist bars 20, several transverse connecting steel bars 21 and two The second horizontal lap steel bar 7 is composed of four truss waist bars 20, which are arranged obliquely at the outside and inside high, and are distributed in a rectangular shape. On the steel bar 7, the lower ends of the two truss waist bars 20 on the left are respectively bound and connected to the first horizontal lap steel bar 5 on the left, and the upper ends of the two truss waist bars 20 on the right are respectively bound and connected to the first horizontal overlapping steel bar 5 on the right. On the second horizontally lapped reinforcing bar 7, the lower ends of the two truss waist bars 20 on the right are bound and connected to the first horizontally l...
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