[0032] In order to make the objectives, technical solutions and advantages of the present invention clearer, the embodiments of the present invention will be further described in detail below with reference to the accompanying drawings.
[0033] The present invention provides a reinforced concrete frame shear wall reinforcement structure, which has the advantages of increasing the stability of the overall structure, and increasing the pressure resistance and service life of the overall structure. Please refer to Figure 1-6 , including reinforced concrete outer frame 1, outer wall brick 2, shear wall 3, inner corner block 4 and reinforced concrete inner frame 5;
[0034] Further, the reinforced concrete outer frame 1 is provided with a shear wall 3, and the reinforced concrete outer frame 1 includes the outer frame vertical reinforcement bars 11, outer frame vertical reinforcement bars 12, outer frame transverse reinforcement bars 13 and outer frame diagonal reinforcement bars 14. The frame vertical steel bars 11 are inserted into the ground, the outer frame vertical steel bars 11 are connected by the outer frame vertical steel bars 12 and the outer frame horizontal steel bars 13, the outer frame vertical steel bars 11 are connected with the outer frame diagonal steel bars 14, and the outer frame vertical steel bars 11 are connected. Fill concrete between them, and plug them into the ground through the outer frame vertical steel bars 11, so as to fix the outer frame vertical steel bars 11 and prevent the effect of the outer frame vertical steel bars 11 from moving. The outer frame horizontal steel bar 13 is used to construct a concrete filling space, thereby achieving the effect of convenient filling of concrete. The zigzag shape increases the stability of the reinforced concrete outer frame 1 and reinforces the reinforced concrete outer frame 1. By filling concrete between the vertical steel bars 11 of the outer frame, the concrete wraps the reinforced concrete outer frame 1, thereby strengthening the reinforced concrete The overall structure of the outer frame 1 has the effect of preventing the collapse of the reinforced concrete outer frame 1 .
[0035] Further, the outer wall brick 2 is bonded to the outer wall of the reinforced concrete outer frame 1, specifically, the outer wall brick 2 is bonded to the outer wall of the reinforced concrete outer frame 1, and the outer wall brick 2 is bonded to the outer wall of the reinforced concrete outer frame 1. The outer wall, thereby increasing the aesthetic effect of the reinforced concrete outer frame 1.
[0036]Further, the shear wall 3 is arranged inside the reinforced concrete outer frame 1, and the shear wall 3 includes a shear wall formwork 31, a retaining frame 32, an inner groove 321, a side groove 322, a vertical reinforcement steel 33, and a transverse reinforcement steel. 34. Stand support steel 35 and support steel 36. Specifically, the shear wall formwork 31 contacts the inner wall of the vertical steel bar 11 of the outer frame, and the inner wall of the shear wall formwork 31 is installed with the baffle 32 through bolts, and the baffles 32 are inserted vertically. The reinforcement steel 33 is inserted between the vertical reinforcement steel 33 and the transverse reinforcement steel 34 is inserted. The bottom end of the baffle 32 is inserted into the vertical support steel 35. The vertical support steel 35 is inserted into the ground. The other end of the steel 36 is inserted into the interior of the reinforced concrete inner frame 5, an inner groove 321 is arranged inside the baffle 32, side grooves 322 are arranged at both ends of the side of the baffle 32, and the inner groove 321 is inserted into the supporting steel 36. The inner corner block 4 is inserted into the groove 322, the baffle 32 is installed through the inner wall of the shear wall formwork 31 through bolts, and then the vertical reinforcement steel 33 is inserted between the baffles 32, and the vertical reinforcement steel 33 is inserted into the horizontal reinforcement. The steel 34 is used to increase the stability of the shear wall formwork 31, and the effect of strengthening the shear wall formwork 31. The bottom end of the baffle 32 is inserted to support the steel 35 on the ground, and the vertical support steel 35 is inserted on the ground, so as to achieve a fixed The shear wall 3 has the effect of preventing the collapse of the shear wall 3. An inner groove 321 is provided inside the baffle 32, so that the inner groove 321 is inserted into the supporting steel 36, and then the other end of the supporting steel 36 is inserted into the reinforced concrete inner frame. 5, make the shear wall formwork 31 contact the inner wall of the outer frame standing steel bar 11, thereby increasing the stability of the reinforced concrete outer frame 1 and the shear wall 3, preventing the reinforced concrete outer frame 1 and the shear wall 3 from being subjected to external conditions for a long time. For the effect of being pressed and collapsed, the side grooves 322 are provided at both ends of the side of the baffle 32, so that the inner corner blocks 4 are inserted into the side grooves 322, so that the shear wall formwork 31 on the four sides is stably connected, thereby increasing the shear force. The effect of the stability of the wall formwork 31 .
[0037] Further, the vertical reinforcing steel 33 is inserted between the internal corner blocks 4, and the internal corner block 4 includes a connecting groove 41 and a clamping block 42. The end is provided with a clamping block 42, the connecting groove 41 is inserted into the vertical reinforcement steel 33, the clamping block 42 is inserted into the interior of the side groove 322, and the clamping block 42 is provided at both ends of the inner corner block 4, so that the clamping block 42 is inserted. Inside the side groove 322, the effect of connection is achieved, and under the action of the connection of the clamping block 42, the internal corner block 4 is prevented from falling off due to being squeezed, and the effect of increasing the compressive capacity of the shear wall 3 is achieved. , The upper and lower ends of the inner corner block 4 are provided with connecting grooves 41, so that the connecting groove 41 is inserted into the vertical reinforcing steel 33, so as to fix the connection of the inner corner block 4, increase the degree of stress of the inner corner block 4, and then achieve the inner corner block. 4. It can share part of the pressure of the shear wall 3 and increase the effect of the stability of the shear wall 3.
[0038] Further, the reinforced concrete inner frame 5 is arranged inside the shear wall 3, and the shear wall 3 includes the inner frame vertical reinforcement 51, the inner frame transverse reinforcement 52 and the outer frame vertical reinforcement 53. Connect the inner frame horizontal steel bar 52 and the outer frame vertical steel bar 53, fill the concrete between the inner frame vertical steel bar 51, and insert the inner frame vertical steel bar 51 to the ground, thereby fixing the inner frame vertical steel bar 51, preventing the inner frame vertical steel bar 51 The effect of moving is to connect the inner frame transverse reinforcement bars 52 and the outer frame vertical reinforcement bars 53 between the inner frame vertical reinforcement bars 51, thereby increasing the stability of the reinforced concrete inner frame 5, and facilitating the effect of filling the reinforced concrete inner frame 5 with concrete. , by filling concrete between the inner frame standing steel bars 51, thereby increasing the stability of the inner frame standing steel bars 51, providing support for the reinforced concrete outer frame 1 and the shear wall 3, thereby increasing the stability of the overall structure, and increasing the overall The effect of the structure's resistance to stress and service life.
[0039] In specific use, those skilled in the art insert the outer frame vertical steel bars 11 on the ground, thereby fixing the outer frame vertical steel bars 11, preventing the outer frame vertical steel bars 11 from moving, and then connecting the outer frame vertical steel bars 11 between the outer frame vertical bars The steel bars 12 and the outer frame horizontal steel bars 13 are used to construct a concrete filling space, and then the outer frame vertical steel bars 11 are connected with the outer frame diagonal steel bars 14, so that the outer frame horizontal steel bars 13 and the outer frame diagonal steel bars 14 are connected in a zigzag shape. Reinforce the reinforced concrete outer frame 1, and finally fill concrete between the outer frame vertical steel bars 11, so that the concrete wraps the reinforced concrete outer frame 1, thereby completing the construction of the reinforced concrete outer frame 1, and wait for the outer frame vertical steel bars 11 to dry out. The reinforced concrete inner frame 5 is constructed, and the inner frame vertical steel bars 51 are inserted into the ground to fix the inner frame vertical steel bars 51 to prevent the inner frame vertical steel bars 51 from moving, and then connect the inner frame horizontal steel bars 52 between the inner frame vertical steel bars 51 and the outer frame vertical steel bars 53, thereby increasing the stability of the reinforced concrete inner frame 5, and finally filling concrete between the inner frame vertical steel bars 51, thereby completing the construction of the reinforced concrete inner frame 5, and finally constructing the shear wall 3, The baffles 32 are installed on the inner wall of the shear wall formwork 31 through bolts, and then the vertical reinforcing steel 33 is inserted between the baffles 32, and the horizontal reinforcing steel 34 is inserted between the vertical reinforcing steels 33, so that the shear wall formwork 31 For reinforcement, the vertical support steel 35 is inserted through the bottom end of the baffle 32, the vertical support steel 35 is inserted into the ground, and then the inner corner block 42 is inserted into the side groove 322 by inserting the clip blocks 42 at both ends of the inner corner block 4. 4 are connected by vertical reinforcing steel 33, so that the shear wall formwork 31 on the four sides is mutually stressed. At this time, the shear wall formwork 31 is closely attached to the inner wall of the reinforced concrete outer frame 1, and then the inner side of the retaining frame 32 is set. Some inner grooves 321 are plugged with support steel 36, and then the other end of support steel 36 is plugged into the interior of reinforced concrete inner frame 5, so as to complete the overall construction, thereby increasing the stability of the overall structure and increasing the stability of the overall structure. The effect of anti-stress and longevity.
[0040] Although the present invention has been described above with reference to the embodiments, various modifications may be made and equivalents may be substituted for parts thereof without departing from the scope of the invention. In particular, as long as there is no structural conflict, each feature in the disclosed embodiments of the present invention can be used in combination with each other in any manner, and the description of these combinations is not exhaustive in this specification. For the sake of omitting space and saving resources. Therefore, the present invention is not limited to the specific embodiments disclosed herein, but includes all technical solutions falling within the scope of the claims.
