CN216196823U - Shear force wall reinforced structure - Google Patents
Shear force wall reinforced structure Download PDFInfo
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- CN216196823U CN216196823U CN202122381364.7U CN202122381364U CN216196823U CN 216196823 U CN216196823 U CN 216196823U CN 202122381364 U CN202122381364 U CN 202122381364U CN 216196823 U CN216196823 U CN 216196823U
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Abstract
The embodiment of the utility model discloses a shear wall reinforcing structure, which comprises: the shear wall comprises a plurality of reinforcing layers, wherein each reinforcing layer comprises two groups of reinforcing plate groups, each group of reinforcing plate group comprises two reinforcing plates, and two ends of each reinforcing plate in the length direction respectively extend to the outer side of the shear wall; a plurality of reinforcing through holes are arranged on the surface of the reinforcing plate at intervals; the connecting plates are arranged on the side end faces of the shear wall, two ends of each connecting plate in the length direction are respectively inserted into a gap between the two reinforcing plates extending out of the shear wall, and a plurality of connecting through holes are formed in the surfaces of the connecting plates at intervals; the fixing pin, the fixing pin is inserted and is located the connecting hole of the connecting plate that is located the reinforcing plate group outside, and the fixing pin lateral wall supports and leans on in the reinforcing plate, forms the equipment between reinforcing plate and the connecting plate. Shear force wall reinforced structure, the adjustable use of gusset plate size, spare part is few, is suitable for extensively, through the fixed pin assembly, the installation rate is fast, saves a large amount of manual works, and the shaping is effectual, reduces the later stage and repairs, improves the engineering quality.
Description
Technical Field
The utility model belongs to the technical field of construction tools, and particularly relates to a shear wall reinforcing structure.
Background
The shear wall structure is characterized in that a beam column in a frame structure is replaced by a reinforced concrete wallboard, internal force caused by various loads can be borne, and horizontal force of the structure can be effectively controlled.
For reinforcement of shear walls, there are currently several methods:
1) reinforcing method for enlarging cross section
When the bearing capacity of the wall body does not meet the standard requirement, or when the size, the reinforcement and the axial compression ratio of the wall body do not meet the standard requirement, or when the strength of the concrete of the wall body is low or the construction quality has serious defects, the method of additionally arranging a reinforced concrete post-pouring layer on the double surfaces, the single surface or the local part of the original wall can be adopted for reinforcement;
2) method for reinforcing bonded steel plate
When the wall body is not enough only due to transverse reinforcement, the wall body can be reinforced by adopting a steel plate pasting method, namely, horizontal transverse flat steel is arranged on the surface of the wall body. When the longitudinal reinforcing bars of the wall are insufficient, the structure of sticking the steel plates is not suitable for implementation and is not suitable for adoption;
3) carbon fiber grid reinforcing method
When the wall is insufficient in earthquake resistance and crack resistance, the wall is eccentrically pressed or the strength of wall concrete is insufficient, a carbon fiber grid reinforcing system can be adopted for reinforcement.
However, the above reinforcing methods are complex to operate, require trained construction personnel to construct, and have limited use conditions, resulting in unsatisfactory forming effect.
SUMMERY OF THE UTILITY MODEL
Therefore, the embodiment of the utility model provides a shear wall reinforcing structure, which is used for solving the problem that the existing shear wall reinforcing method is limited in application.
In order to achieve the above object, the embodiments of the present invention provide the following technical solutions:
according to a first aspect of embodiments of the present invention, a shear wall reinforcing structure comprises: the reinforcing layers are arranged at intervals from top to bottom along the height direction of the shear wall, each reinforcing layer comprises two groups of reinforcing plate groups, each group of reinforcing plate groups is arranged on one wall surface of the shear wall, each group of reinforcing plate groups comprises two reinforcing plates which are arranged along the length direction of the wall surface of the shear wall and are arranged at intervals along the height direction of the wall surface of the shear wall, two ends of each group of reinforcing plate groups in the length direction extend to the outer sides of two ends of the wall surface of the shear wall respectively in the length direction, and the plane where the plate surfaces of the reinforcing plates are located is perpendicular to the wall surface of the shear wall; a plurality of reinforcing through holes are formed in the plate surface of the reinforcing plate at intervals; the connecting plates are arranged on the side end faces of the shear wall, two ends of the connecting plates in the length direction are respectively inserted into a gap between two reinforcing plates of the reinforcing plate groups extending out of the shear wall, two ends of the connecting plates in the length direction respectively extend to the outer sides of the two reinforcing plate groups, and a plurality of connecting through holes are formed in the surfaces of the connecting plates at intervals; the fixing pin is inserted into the connecting through hole of the connecting plate located on the outer side of the reinforcing plate group, and the side wall of the fixing pin abuts against the reinforcing plate to form assembly between the reinforcing plate and the connecting plate.
Furthermore, each reinforcing layer comprises two groups of reinforcing side plate groups, each group of reinforcing side plate groups is arranged on one side end face of the shear wall, each group of reinforcing side plate groups comprises two reinforcing side plates which are arranged along the thickness direction of the side end face of the shear wall and are arranged at intervals along the height direction of the side end face of the shear wall, the plane where the side plate surfaces of the reinforcing side plates are located is vertical to the side end face of the shear wall, and a plurality of reinforcing openings are formed in the side plate surfaces of the reinforcing side plates at intervals; a connecting side plate is inserted into each of two ends of the gap between the two reinforcing side plates which are arranged at intervals in the length direction, one end of the connecting side plate, which is far away from the reinforcing side plate, is inserted into the gap between the two reinforcing plates of the reinforcing plate group extending out of the shear wall and extends out of the reinforcing plate group, and a plurality of connecting open holes are formed in the surface of the connecting side plate at intervals; the fixing pins are inserted into the connecting holes positioned on the outer sides of the reinforcing plate groups to form connection and reinforcement between the connecting side plates and the two reinforcing plates of the reinforcing plate groups; the reinforcing holes of the reinforcing side plates close to the reinforcing plate are internally inserted with fixing pins, and the fixing pins are inserted into the reinforcing holes and the connecting holes to form connection and reinforcement between the two reinforcing side plates of the reinforcing side plate group and the connecting side plates.
Furthermore, two side edges of the reinforcing plate are respectively provided with a reinforcing baffle in a protruding manner, and the two reinforcing baffles are matched with the plate surface of the reinforcing plate to form a concave cross-section structure; the cross section of the connecting plate is concave; a plurality of square columns are respectively arranged on the wall surface and the side end surface of the shear wall at intervals in a protruding manner; the reinforcing plate is abutted against the square column through a reinforcing baffle; the side edge of the connecting plate is abutted against the square column.
Furthermore, two extending plates are respectively inserted at two ends of the gap between the two reinforcing plates of each group of reinforcing plate groups in the length direction, the extending plates are arranged along the length direction of the reinforcing plates, one ends of the extending plates, far away from the reinforcing plates, are positioned at the outer sides of the reinforcing plate groups, and the surfaces of the extending plates are provided with connecting openings corresponding to the reinforcing through holes; the reinforcing through holes on the two reinforcing plates are correspondingly arranged; the fixing pins are inserted into the reinforcing through holes and the connecting openings to form connection and fixation between the two reinforcing plates and the extending plates; the end corners of the extension plates are rounded.
Furthermore, two side edges of the reinforced side plate are respectively convexly provided with a reinforced end plate, and the two reinforced end plates are matched with the side plate surface of the reinforced side plate to form a concave section structure; the reinforcing side plate is abutted against the square column of the side end face of the shear wall through the reinforcing end plate.
Further, the shape of the reinforcing through hole is a strip-shaped hole, and the reinforcing through hole is arranged along the length direction of the reinforcing plate.
Further, the shape of the connecting open pore is a strip-shaped hole, and the connecting open pore is arranged along the length direction of the connecting side plate.
Further, the fixing pin is a tapered pin.
Furthermore, a plurality of counter-pulling screw rods are inserted into the wall surface of the shear wall between the two reinforcing plates of each reinforcing plate group and are arranged at intervals along the length direction of the wall surface of the shear wall, the counter-pulling screw rods penetrate through the shear wall, the two ends of each counter-pulling screw rod extend out of the two reinforcing plate groups of each reinforcing layer, fastening nuts are arranged on end rotary sleeves of the two reinforcing plates outside the counter-pulling screw rods, the fastening nuts are arranged between the fastening nuts and the two reinforcing plates, and the fastening nuts form fastening between the counter-pulling screw rods and the two reinforcing plates through the fastening gaskets.
Furthermore, a plurality of reinforcing screws are inserted into the side end face of the shear wall between the two reinforcing side plates of each reinforcing side plate group, the reinforcing screws are arranged at intervals along the thickness direction of the side end face of the shear wall, one ends of the reinforcing screws are inserted into the side end face of the shear wall, the other ends of the reinforcing screws extend out of the two reinforcing side plates, reinforcing nuts are arranged on the reinforcing screws at the outer side ends of the two reinforcing side plates in a rotating manner, reinforcing gaskets are sleeved on the reinforcing screws between the reinforcing nuts and the two reinforcing side plates, and the reinforcing nuts form reinforcement between the reinforcing screws and the two reinforcing side plates through the reinforcing gaskets.
The embodiment of the utility model has the following advantages:
the shear wall reinforcing structure is used for reinforcing the wall surface of the shear wall through the matching of reinforcing plate groups, reinforcing the side end surface of the shear wall through a connecting plate, and forming the assembly between the reinforcing plate and the connecting plate through the matching of reinforcing through holes on the surface of the reinforcing plate and connecting through holes on the surface of the connecting plate and inserting fixing pins into the reinforcing through holes and the connecting through holes;
the reinforcing plate is formed by cutting square steel pipes, the production process, the installation and use method are simple, training is not needed, the weight is light, and when the reinforcing plate is used, the reinforcing plate and the connecting plate can be assembled through the fixing pins;
the arrangement of the plurality of reinforcing through holes on the surface of the reinforcing plate can enable the assembly length size of the reinforcing plate and the connecting plate to be adjustable, so that one group of reinforcing plate group can be suitable for reinforcing wall surfaces with different lengths, and the resource waste is reduced;
the design of the extension plate can extend the reinforcing plate groups, one end or two ends of the reinforcing plate groups in the length direction are respectively connected with one group of reinforcing plate groups, and two groups or even more than two groups of reinforcing plate groups are connected to form a supporting channel, so that the wall surface with the same height but two spaced shear walls can be reinforced at the same time, the integrity is ensured, and the construction and the use in the future are facilitated;
the two reinforcing plates of the reinforcing plate group of each reinforcing layer can be fastened by matching the pull screw, the fastening nut and the fastening gasket, and the reinforcing plate group and the wall surface of the shear wall are reinforced, so that the stability of reinforcement is ensured;
the concave cross-section structures of the reinforcing plate and the connecting plate can increase the contact area between the reinforcing plate and the square column and between the connecting plate and the square column, reduce the pressure of the reinforcing plate and the connecting plate on the square column and further ensure the stability of the reinforcing structure;
shear force wall reinforced structure, the adjustable use of gusset plate size, spare part is few, is suitable for extensively, through the fixed pin assembly, the installation rate is fast, saves a large amount of manual works, and the shaping is effectual, reduces the later stage and repairs, improves the engineering quality.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It should be apparent that the drawings in the following description are merely exemplary, and that other embodiments can be derived from the drawings provided by those of ordinary skill in the art without inventive effort.
The structures, ratios, sizes, and the like shown in the present specification are only used for matching with the contents disclosed in the specification, so as to be understood and read by those skilled in the art, and are not used to limit the conditions that the present invention can be implemented, so that the present invention has no technical significance, and any structural modifications, changes in the ratio relationship, or adjustments of the sizes, without affecting the effects and the achievable by the present invention, should still fall within the range that the technical contents disclosed in the present invention can cover.
Fig. 1 is a schematic structural diagram of a shear wall reinforcing structure provided in embodiment 1 of the present invention;
fig. 2 is a schematic structural diagram of a shear wall reinforcing structure according to embodiment 2 of the present invention;
in the figure:
1. the reinforcing plate comprises a reinforcing plate body 11, plate surfaces 12, reinforcing through holes 13 and reinforcing baffles;
2. a connecting plate 21, a connecting through hole;
3. a fixing pin;
4. a reinforced side plate 41, a side plate surface 42, a reinforced opening 43 and a reinforced end plate;
5. a connecting side plate 51, a connecting opening;
6. an extension plate 61, a connection opening;
7. a split screw rod 71, a fastening nut 72 and a fastening gasket;
8. a reinforcing screw 81, a reinforcing nut 82 and a reinforcing gasket;
100. a reinforcing layer 110, a reinforcing plate group 120 and a reinforcing side plate group;
200. a shear wall 210, a wall surface 220 and a side end surface;
300. a square column.
Detailed Description
The present invention is described in terms of particular embodiments, other advantages and features of the utility model will become apparent to those skilled in the art from the following disclosure, and it is to be understood that the described embodiments are merely exemplary of the utility model and that it is not intended to limit the utility model to the particular embodiments disclosed. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the present invention, the terms "upper", "lower", "left", "right", "middle", and the like are used for the sake of clarity only, and are not intended to limit the scope of the present invention, and changes or adjustments of the relative relationship thereof are also regarded as the scope of the present invention without substantial changes in the technical contents.
Example 1
Referring to fig. 1, the present invention provides a shear wall reinforcing structure, which includes: the reinforcing layers 100 are arranged at intervals from top to bottom along the height direction of the shear wall 200, each reinforcing layer 100 comprises two groups of reinforcing plate groups 110, each group of reinforcing plate groups 110 is arranged on one wall surface 210 of the shear wall 200, each group of reinforcing plate groups 110 comprises two reinforcing plates 1 which are arranged along the length direction of the wall surface 210 of the shear wall 200 and are arranged at intervals along the height direction of the wall surface 210 of the shear wall 200, two ends of the two reinforcing plates 1 of each group of reinforcing plate groups 110 in the length direction respectively extend to the outer sides of two ends of the wall surface 210 of the shear wall 200 in the length direction, and the plane where the plate surfaces 11 of the reinforcing plates 1 are located is perpendicular to the wall surface 210 of the shear wall 200; a plurality of reinforcing through holes 12 are arranged on the plate surface 11 of the reinforcing plate 1 at intervals; the connecting plates 2 are arranged on the side end faces 220 of the shear wall 200, two ends of each connecting plate 2 in the length direction are respectively inserted into a gap between two reinforcing plates 1 of the reinforcing plate groups 110 extending out of the shear wall 200, two ends of each connecting plate 2 in the length direction respectively extend to the outer sides of the two reinforcing plate groups 110, and a plurality of connecting through holes 21 are formed in the surface of each connecting plate 2 at intervals; and the fixing pins 3 are inserted into the connecting through holes 21 of the connecting plates 2 positioned outside the reinforcing plate group 110, and the side walls of the fixing pins 3 are abutted against the reinforcing plate 1, so that the assembly between the reinforcing plate 1 and the connecting plates 2 is formed.
Because the two reinforcing plates 1 of each reinforcing plate group 110 are arranged at intervals, a gap is left between the two reinforcing plates 1.
Furthermore, two side edges of the reinforcing plate 1 are respectively provided with a reinforcing baffle 13 in a protruding manner, and the two reinforcing baffles 13 are matched with the plate surface 11 of the reinforcing plate 1 to form a concave cross-section structure; the cross section of the connecting plate 2 is concave; a plurality of square columns 300 are respectively arranged on the wall surface 210 and the side end surface 220 of the shear wall 200 at intervals in a protruding manner; the reinforcing plate 1 abuts against the square column 300 through a reinforcing baffle 13; the connecting plate 2 is abutted against the square column 300 at the side edge.
The concave section structures of the reinforcing plate 1 and the connecting plate 2 can increase the contact area of the reinforcing plate 1 and the connecting plate 2 with the square column 300, reduce the pressure of the reinforcing plate 1 and the connecting plate 2 on the square column 300, and further ensure the stability of the reinforcing structure.
Furthermore, two extending plates 6 are respectively inserted at two ends of the gap between the two reinforcing plates 1 of each reinforcing plate group 110 in the length direction, the extending plates 6 are arranged along the length direction of the reinforcing plates 1, one end of each extending plate 6, which is far away from the reinforcing plates, is positioned outside the reinforcing plate group 110, and the surface of each extending plate 6 is provided with a connecting opening 61 corresponding to the reinforcing through hole 12; the reinforcing through holes 12 on the two reinforcing plates 1 are correspondingly arranged; the fixing pins 3 are inserted into the reinforcing through holes 12 and the connecting openings 61 to form connection and fixation between the two reinforcing plates 1 and the extension plates 6; the end corners of the extension plate 6 are rounded.
The design of the extension plate 6 can extend the reinforcing plate groups 110, one end or two ends of the reinforcing plate groups 110 are respectively connected with one group of reinforcing plate groups 110, and two groups or even more than two groups of reinforcing plate groups 110 are connected to form a supporting channel, so that the wall surface at the same height but with two spaced shear walls can be reinforced at the same time, the integrity is ensured, and the construction and the use in the future are facilitated;
the design of 6 end angle fillets of extension plate, reducible sharpness avoids cutting the workman.
Wherein, the connection openings 61 are arranged on the surface of the extension plate 6 in two rows and 2, and the design can ensure the strength of the extension plate 6.
Further, the shape of the reinforcing through hole 12 is a strip-shaped hole, and the reinforcing through hole 12 is arranged along the length direction of the reinforcing plate 1.
The reinforcing through holes 12 are arranged on the surface of the reinforcing plate 1 in two rows and 2 rows, and the strength of the reinforcing plate 1 can be ensured by the design.
Further, the connection open-hole 51 is a strip-shaped hole, and the connection open-hole 51 is arranged along the length direction of the connection side plate 5.
Further, the fixing pin 3 is a tapered pin.
The bar hole cooperation fixed pin 3's toper structure can be so that 3 middle parts of fixed pin block locate the bar downtheholely, increase the firm degree of assembly.
Further, a plurality of counter-pulling screws 7 are inserted into the wall surface 210 of the shear wall 200 between the two reinforcing plates 1 of each reinforcing plate group 110, the counter-pulling screws 7 are arranged at intervals along the length direction of the wall surface 210 of the shear wall 200, the counter-pulling screws 7 penetrate through the shear wall 200, two ends of the counter-pulling screws 7 extend out of the two reinforcing plate groups 110 of each reinforcing layer 100, fastening nuts 71 are rotatably sleeved at the outer ends of the two reinforcing plates 1 of the reinforcing plate groups 110, fastening gaskets 72 are sleeved on the counter-pulling screws 7 between the fastening nuts 71 and the two reinforcing plates 1, and the fastening nuts 71 form fastening between the counter-pulling screws 7 and the two reinforcing plates 1 through the fastening gaskets 72.
The combination of the tension screw 7, the fastening nut 71 and the fastening washer 72 can fasten the two reinforcing plates 1 of the reinforcing plate group 110 of each reinforcing layer 100, reinforce the space between the reinforcing plate group 110 and the wall surface 210 of the shear wall 200, and ensure the stability of reinforcement.
According to the shear wall reinforcing structure, the reinforcing plate groups are matched to reinforce the wall surface of the shear wall, the connecting plate is used for reinforcing the side end surface of the shear wall, the reinforcing through holes on the surface of the reinforcing plate are matched with the connecting through holes on the surface of the connecting plate, and the fixing pins are inserted into the reinforcing through holes and the connecting through holes to form the assembly between the reinforcing plate and the connecting plate;
the reinforcing plate 1 is formed by cutting square steel pipes to form a concave section structure, the production process and the installation and use method are simple, training is not needed, the weight is light, and when the reinforcing plate is used, the reinforcing plate and the connecting plate can be assembled through the fixing pins 3;
the arrangement of the plurality of reinforcing through holes on the surface of the reinforcing plate can enable the assembly length size of the reinforcing plate and the connecting plate to be adjustable, so that one group of reinforcing plate group can be suitable for reinforcing wall surfaces with different lengths, and the resource waste is reduced;
shear force wall reinforced structure, the adjustable use of gusset plate size, spare part is few, is suitable for extensively, through the fixed pin assembly, the installation rate is fast, saves a large amount of manual works, and the shaping is effectual, reduces the later stage and repairs, improves the engineering quality.
Example 2
Referring to fig. 2, each reinforcing layer 100 includes two groups of reinforcing side plate groups 120, each group of reinforcing side plate groups 120 is disposed on one side end face 220 of the shear wall 200, each group of reinforcing side plate groups 120 includes two reinforcing side plates 4 disposed along the thickness direction of the side end face 220 of the shear wall 200 and arranged at intervals along the height direction of the side end face 220 of the shear wall 200, a plane of a side plate surface 41 of each reinforcing side plate 4 is perpendicular to the side end face 220 of the shear wall 200, and a plurality of reinforcing openings 42 are disposed at intervals on the side plate surface 41 of each reinforcing side plate 4; a connecting side plate 5 is respectively inserted into both ends of the gap between the two reinforcing side plates 4 arranged at intervals in the length direction, one end of the connecting side plate 5, which is far away from the reinforcing side plate 4, is inserted into the gap between the two reinforcing plates 1 of the reinforcing plate group 110 extending out of the shear wall 200 and extends out of the reinforcing plate group 110, and a plurality of connecting open holes 51 are arranged on the surface of the connecting side plate 5 at intervals;
the fixing pin 3 is inserted into the connecting opening 51 positioned at the outer side of the reinforcing plate group 110 to form connection and reinforcement between the connecting side plate 5 and the two reinforcing plates 1 of the reinforcing plate group 110; the fixing pins 3 are inserted into the reinforcing openings 42 of the reinforcing side plates 4 close to the reinforcing plate 1, and the fixing pins 3 are inserted into the reinforcing openings 42 and the connecting openings 51 to form connection and reinforcement between the two reinforcing side plates 4 and the connecting side plate 5 of the reinforcing side plate group 120.
The design of reinforcing side plate group 120 combines fixed pin 3, and the accessible is connected curb plate 5 and is assembled with reinforcing plate group 110, and the connection structure of individual layer connecting plate 2 can be guaranteed more to the design of double-deck reinforcing curb plate 4, stability.
Furthermore, two side edges of the reinforced side plate 4 are respectively provided with a reinforced end plate 43 in a protruding manner, and the two reinforced end plates 43 are matched with the side plate surface 41 of the reinforced side plate 4 to form a concave cross-sectional structure; the reinforcing side plate 4 abuts against the square column 300 of the side end face 220 of the shear wall 200 through the reinforcing end plate 43.
The concave cross-sectional structure of the reinforcing side plate 4 can increase the contact area between the reinforcing side plate 4 and the square column 300, reduce the pressure of the reinforcing side plate 4 on the square column 300 on the side end face 220 of the shear wall 200, and further ensure the stability of the reinforcing structure.
Further, a plurality of reinforcing screws 8 are inserted into a side end face 220 of the shear wall 200 between the two reinforcing side plates 4 of each reinforcing side plate group 120, the plurality of reinforcing screws 8 are arranged at intervals along the thickness direction of the side end face 220 of the shear wall 200, one end of each reinforcing screw 8 is inserted into the side end face 220 of the shear wall 200, the other end of each reinforcing screw 8 extends out of the two reinforcing side plates 4, reinforcing nuts 81 are rotatably sleeved at the outer ends of the two reinforcing side plates 4 of the reinforcing screws 8, reinforcing gaskets 82 are sleeved on the reinforcing screws 8 between the reinforcing nuts 81 and the two reinforcing side plates 4, and the reinforcing nuts 81 form the reinforcement between the reinforcing screws 8 and the two reinforcing side plates 4 through the reinforcing gaskets 82.
The reinforcing screws 8, the reinforcing nuts 81, and the reinforcing spacers 82 are engaged with each other to fasten the two reinforcing side plates 4 of each reinforcing side plate group 120, and to reinforce the space between the reinforcing side plate group 120 and the side end surface 220 of the shear wall 200, thereby ensuring the stability of reinforcement.
The rest is the same as example 1.
Although the utility model has been described in detail above with reference to a general description and specific examples, it will be apparent to one skilled in the art that modifications or improvements may be made thereto based on the utility model. Accordingly, such modifications and improvements are intended to be within the scope of the utility model as claimed.
Claims (10)
1. A shear wall reinforcement structure, the structure comprising:
the reinforcing layer (100) is arranged at intervals from top to bottom along the height direction of the shear wall (200), each reinforcing layer (100) comprises two reinforcing plate groups (110), each reinforcing plate group (110) is arranged on one wall surface (210) of the shear wall (200), each reinforcing plate group (110) comprises two reinforcing plates (1) which are arranged along the length direction of the wall surface (210) of the shear wall (200) and are arranged at intervals along the height direction of the wall surface (210) of the shear wall (200), the two ends of the reinforcing plates (1) of each reinforcing plate group (110) in the length direction respectively extend to the outer sides of the two ends of the wall surface (210) of the shear wall (200) in the length direction, and the plane where the plate surfaces (11) of the reinforcing plates (1) are located is perpendicular to the wall surface (210) of the shear wall (200);
a plurality of reinforcing through holes (12) are arranged on the plate surface (11) of the reinforcing plate (1) at intervals;
the connecting plates (2) are arranged on the side end faces (220) of the shear wall (200), two ends of each connecting plate (2) in the length direction are respectively inserted into a gap between two reinforcing plates (1) of the reinforcing plate groups (110) extending out of the shear wall (200), two ends of each connecting plate (2) in the length direction respectively extend to the outer sides of the two reinforcing plate groups (110), and a plurality of connecting through holes (21) are arranged on the surfaces of the connecting plates (2) at intervals;
the fixing pin (3), in the connecting through hole (21) of connecting plate (2) that are located the reinforcing plate group (110) outside was inserted to fixing pin (3), the fixing pin (3) lateral wall supported and leaned on in reinforcing plate (1), formed the equipment between reinforcing plate (1) and connecting plate (2).
2. The shear wall reinforcement structure according to claim 1, wherein each reinforcing layer (100) comprises two groups of reinforcing side plate groups (120), each group of reinforcing side plate groups (120) is arranged on one side end surface (220) of the shear wall (200), each group of reinforcing side plate groups (120) comprises two reinforcing side plates (4) which are arranged along the thickness direction of the side end surface (220) of the shear wall (200) and are arranged at intervals along the height direction of the side end surface (220) of the shear wall (200), the plane of a side plate surface (41) of each reinforcing side plate (4) is perpendicular to the side end surface (220) of the shear wall (200), and a plurality of reinforcing openings (42) are arranged on the side plate surface (41) of each reinforcing side plate (4) at intervals;
connecting side plates (5) are respectively inserted at two ends in the length direction of a gap between the two reinforcing side plates (4) which are arranged at intervals, one end, far away from the reinforcing side plates (4), of each connecting side plate (5) is inserted into the gap between the two reinforcing plates (1) of the reinforcing plate group (110) extending out of the shear wall (200) and extends out of the reinforcing plate group (110), and a plurality of connecting open holes (51) are formed in the surfaces of the connecting side plates (5) at intervals;
the fixing pin (3) is inserted into the connecting opening (51) positioned on the outer side of the reinforcing plate group (110) to form connection and reinforcement between the connecting side plate (5) and the two reinforcing plates (1) of the reinforcing plate group (110);
the fixing pin (3) is inserted into the reinforcing opening (42) of the reinforcing side plate (4) close to the reinforcing plate (1), the fixing pin (3) is inserted into the reinforcing opening (42) and the connecting opening (51), and the two reinforcing side plates (4) of the reinforcing side plate group (120) are connected and reinforced with the connecting side plate (5).
3. The shear wall reinforcing structure according to claim 1, wherein reinforcing baffles (13) are respectively arranged on two side edges of the reinforcing plate (1) in a protruding manner, and the two reinforcing baffles (13) are matched with the plate surface (11) of the reinforcing plate (1) to form a concave cross-section structure;
the cross section of the connecting plate (2) is concave;
a plurality of square columns (300) are respectively arranged on the wall surface (210) and the side end surface (220) of the shear wall (200) at intervals in a protruding mode;
the reinforcing plate (1) is abutted against the square column (300) through a reinforcing baffle (13);
the side edge of the connecting plate (2) is abutted against the square column (300).
4. The shear wall reinforcing structure according to claim 1 or 3, wherein an extension plate (6) is respectively inserted at both ends in the length direction of a gap between two reinforcing plates (1) of each reinforcing plate group (110), the extension plates (6) are arranged along the length direction of the reinforcing plates (1), one ends of the extension plates (6) far away from the reinforcing plates are positioned outside the reinforcing plate groups (110), and the surfaces of the extension plates (6) are provided with connecting openings (61) corresponding to the reinforcing through holes (12);
the reinforcing through holes (12) on the two reinforcing plates (1) are correspondingly arranged;
the fixing pins (3) are inserted into the reinforcing through holes (12) and the connecting openings (61) to form connection and fixation between the two reinforcing plates (1) and the extension plates (6);
the end corners of the extension plates (6) are round corners.
5. The shear wall reinforcing structure according to claim 2, wherein the reinforcing end plates (43) are respectively arranged on two sides of the reinforcing side plate (4) in a protruding mode, and the two reinforcing end plates (43) are matched with the side plate surface (41) of the reinforcing side plate (4) to form a concave cross-section structure;
the reinforcing side plate (4) abuts against a square column (300) of the side end face (220) of the shear wall (200) through a reinforcing end plate (43).
6. The shear wall reinforcement structure according to claim 1, wherein the reinforcement through-holes (12) are shaped as strip-shaped holes, and the reinforcement through-holes (12) are arranged along the length direction of the reinforcement plate (1).
7. Shear wall reinforcement according to claim 2, characterized in that the connection apertures (51) are in the shape of strip-shaped holes, the connection apertures (51) being arranged along the length of the connection side plate (5).
8. Shear wall reinforcement according to claim 1 or 2, characterized in that the fixing pins (3) are tapered pins.
9. The shear wall reinforcement structure according to claim 1, wherein a plurality of counter-pulling screws (7) are inserted into the wall surface (210) of the shear wall (200) between the two reinforcing plates (1) of each reinforcing plate group (110), the counter-pulling screws (7) are arranged at intervals along the length direction of the wall surface (210) of the shear wall (200), the counter-pulling screws (7) penetrate through the shear wall (200), two ends of the opposite-pulling screw rod (7) extend out of the two groups of reinforcing plate groups (110) of each reinforcing layer (100), the outer side ends of the two reinforcing plates (1) of the reinforcing plate group (110) of the split screw (7) are rotatably sleeved with fastening nuts (71), the split screw (7) between the fastening nuts (71) and the two reinforcing plates (1) is sleeved with fastening gaskets (72), the fastening nut (71) forms fastening between the split screw (7) and the two reinforcing plates (1) through a fastening gasket (72).
10. The shear wall reinforcement structure according to claim 2, wherein a plurality of reinforcing screws (8) are inserted into the lateral end surface (220) of the shear wall (200) between the two reinforcing side plates (4) of each reinforcing side plate group (120), the plurality of reinforcing screws (8) are arranged at intervals along the thickness direction of the lateral end surface (220) of the shear wall (200), one end of the reinforcing screw rod (8) is inserted into the side end face (220) of the shear wall (200), the other end of the reinforcing screw rod (8) extends out of the outer sides of the two reinforcing side plates (4), a reinforcing nut (81) is rotatably sleeved at the outer side end of each reinforcing side plate (4) of the reinforcing screw rod (8), a reinforcing gasket (82) is sleeved on the reinforcing screw rod (8) between the reinforcing nut (81) and the two reinforcing side plates (4), the reinforcing nut (81) forms reinforcement between the reinforcing screw rod (8) and the two reinforcing side plates (4) through the reinforcing gasket (82).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
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