阅读说明：本技术 一种复合剪力墙抗震框架结构 (Composite shear wall anti-seismic frame structure ) 是由 李勇 钱圆浩 于 2021-08-10 设计创作，主要内容包括：本发明涉及装配式建筑技术领域,具体公开了一种复合剪力墙抗震框架结构,包括框架、立板和加固组件,框架与立板固定连接,并围合于立板的外部,两组加固组件设置在立板的两侧,每组加固组件包括围框、加固环、中心环、斜杆和第一连接杆,围框与立板固定连接,加固环的数量为四个,四个加固环分别与立板固定连接,且均匀分布在围框中,中心环与立板固定连接,且中心环通过斜杆与对应的加固环固定连接,每个加固环通过第一连接杆与围框固定连接。通过框架和立板配合加强该剪力墙框架的结构强度,另外通过两个加固组件的设置,能够进一步增加该剪力墙框架的结构强度以及抗震性。(The invention relates to the technical field of assembly type buildings, and particularly discloses a composite shear wall anti-seismic frame structure which comprises a frame, vertical plates and reinforcing assemblies, wherein the frame is fixedly connected with the vertical plates and enclosed outside the vertical plates, two groups of reinforcing assemblies are arranged on two sides of the vertical plates, each group of reinforcing assemblies comprises an enclosing frame, reinforcing rings, a central ring, inclined rods and first connecting rods, the enclosing frame is fixedly connected with the vertical plates, the number of the reinforcing rings is four, the four reinforcing rings are respectively and fixedly connected with the vertical plates and are uniformly distributed in the enclosing frame, the central ring is fixedly connected with the vertical plates, the central ring is fixedly connected with the corresponding reinforcing rings through the inclined rods, and each reinforcing ring is fixedly connected with the enclosing frame through the first connecting rods. The structural strength of the shear wall frame is enhanced through the matching of the frame and the vertical plates, and in addition, the structural strength and the shock resistance of the shear wall frame can be further improved through the arrangement of the two reinforcing components.)

1. A composite shear wall anti-seismic frame structure is characterized in that,

the frame is fixedly connected with the vertical plate and encloses the outer portion of the vertical plate, the number of the reinforcing assemblies is two, the two groups of the reinforcing assemblies are arranged on two sides of the vertical plate, each group of the reinforcing assemblies comprises an enclosing frame, four reinforcing rings, a central ring, an inclined rod and a first connecting rod, the enclosing frame is fixedly connected with the vertical plate, the number of the reinforcing rings is four, the four reinforcing rings are respectively fixedly connected with the vertical plate and evenly distributed in the enclosing frame, the central ring is fixedly connected with the vertical plate, the central ring is fixedly connected with the corresponding reinforcing rings through the inclined rods, and each reinforcing ring is fixedly connected with the enclosing frame through the first connecting rod.

2. A composite shear wall seismic frame structure according to claim 1,

the reinforcing assembly further comprises four second connecting rods, and the second connecting rods are arranged between every two adjacent reinforcing rings.

3. A composite shear wall seismic frame structure according to claim 2,

the reinforcing component further comprises four fixing rods, one end of each fixing rod is fixedly connected with the corresponding second connecting rod, and the other end of each fixing rod is fixedly connected with the center ring.

4. A composite shear wall seismic frame structure according to claim 1,

the composite shear wall anti-seismic frame structure further comprises a plurality of supporting rods, a plurality of sliding blocks and a plurality of elastic pieces, sliding grooves are formed in the inner edge of the frame, a plurality of supporting rods are arranged on the outer edge of the surrounding frame, each supporting rod is far away from one end of the surrounding frame, the sliding blocks are in sliding connection with the sliding grooves, the sliding blocks are located in the sliding grooves, each supporting rod is of a telescopic rod structure, the elastic pieces are arranged on the sliding blocks in the outer sides of the side edges of the surrounding frame, and each elastic piece is arranged in the sliding grooves.

5. A composite shear wall seismic frame structure according to claim 1,

the composite shear wall anti-seismic frame structure further comprises a reinforcing frame, wherein the reinforcing frame is fixedly connected with the frame and surrounds the outside of the frame.

6. A composite shear wall seismic frame structure according to claim 5,

the number of the reinforcing frames is multiple, and the reinforcing frames are uniformly distributed outside the frame.

Technical Field

The invention relates to the technical field of fabricated buildings, in particular to a composite shear wall anti-seismic frame structure.

Background

Shear walls are also known as wind resistant walls, seismic walls or structural walls. A shear wall anti-seismic frame is designed along with the development of the society at present, and the shear wall anti-seismic frame is mainly used for bearing horizontal loads and vertical loads (gravity) caused by wind loads or earthquake action in a house or a structure and preventing the structure from being sheared and damaged.

However, the structural strength of the existing shear wall frame is poor.

Disclosure of Invention

The invention aims to provide a composite shear wall anti-seismic frame structure, and aims to solve the technical problem that the structural strength of a shear wall frame in the prior art is poor.

In order to achieve the above purpose, the composite shear wall anti-seismic frame structure adopted by the invention comprises a frame, a vertical plate and two groups of reinforcing assemblies, wherein the frame is fixedly connected with the vertical plate and surrounds the vertical plate, the number of the reinforcing assemblies is two, the two groups of reinforcing assemblies are arranged on two sides of the vertical plate, each group of reinforcing assemblies comprises an enclosing frame, reinforcing rings, a central ring, an inclined rod and a first connecting rod, the enclosing frame is fixedly connected with the vertical plate, the number of the reinforcing rings is four, the four reinforcing rings are respectively fixedly connected with the vertical plate and uniformly distributed in the enclosing frame, the central ring is fixedly connected with the vertical plate, the central ring is fixedly connected with the corresponding reinforcing rings through the inclined rods, and each reinforcing ring is fixedly connected with the enclosing frame through the first connecting rods.

The structural strength of the shear wall frame is enhanced through the matching of the frame and the vertical plates, and in addition, the structural strength and the shock resistance of the shear wall frame can be further improved through the arrangement of the two reinforcing components.

The reinforcing assembly further comprises four second connecting rods, and the second connecting rods are arranged between every two adjacent reinforcing rings.

Through the setting of second connecting rod, can increase the structural stability who consolidates the subassembly, and then promote the structural stability of this shear force wall frame.

The reinforcing assembly further comprises four fixing rods, one end of each fixing rod is fixedly connected with the corresponding second connecting rod, and the other end of each fixing rod is fixedly connected with the central ring.

The four fixing rods are arranged, so that the structural stability of the reinforcing assembly can be improved, and the structural stability and the shock resistance of the shear wall frame are further improved.

The composite shear wall anti-seismic frame structure further comprises a plurality of supporting rods, a plurality of sliding blocks and a plurality of elastic pieces, sliding grooves are formed in the inner edge of the frame, a plurality of supporting rods are arranged on the outer edge of the surrounding frame, each supporting rod is far away from one end of the surrounding frame, the sliding blocks are connected with the sliding grooves in a sliding mode, the sliding blocks are located in the sliding grooves, each supporting rod is of a telescopic rod structure, the elastic pieces are arranged on the sliding blocks in the outer sides of the side edges of the surrounding frame, and each elastic piece is arranged in the sliding grooves.

When this frame construction receives the left and right sides vibrations, the left and right sides branch can take place to stretch out and draw back, simultaneously upper and lower both sides with every the slider can be connected with branch remove in the spout, then same two in the spout elastic component, one receives the compression, and one receives tensile elastic component self restores force effect down, plays good antidetonation effect, otherwise when this frame construction receives upper and lower both sides vibrations, upper and lower both sides branch can take place to stretch out and draw back, simultaneously the left and right sides with every branch is connected the slider can remove in the spout, then same two in the spout elastic component, one receives the compression, and one receives tensile elastic component self restores force effect down, plays good antidetonation effect.

The composite shear wall anti-seismic frame structure further comprises a reinforcing frame, wherein the reinforcing frame is fixedly connected with the frame and surrounds the outside of the frame.

The arrangement of the reinforcing frame can improve the structural strength of the frame.

The number of the reinforcing frames is multiple, and the reinforcing frames are uniformly distributed outside the frame.

The arrangement of the plurality of reinforcing frames can further improve the structural strength of the frame.

According to the composite shear wall anti-seismic frame structure, the structural strength of the shear wall frame is enhanced through the matching of the frame and the vertical plates, and in addition, through the arrangement of the two reinforcing assemblies, the structural strength and the seismic resistance of the shear wall frame can be further improved.

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 is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.

Fig. 1 is a perspective view of a composite shear wall seismic frame structure of the present invention.

Fig. 2 is a partial structural view of the composite shear wall seismic frame structure of the present invention.

Fig. 3 is an enlarged view of a portion of the structure of fig. 2 according to the present invention.

Fig. 4 is an enlarged view of a portion of the structure of fig. 2C according to the present invention.

Fig. 5 is a side view of fig. 2 of the present invention.

Fig. 6 is a cross-sectional view of the B-B line structure of fig. 5 in accordance with the present invention.

Fig. 7 is a schematic structural view of the enclosure frame of the present invention in cooperation with a frame.

1-frame, 2-vertical plate, 3-reinforcing component, 31-surrounding frame, 32-reinforcing ring, 33-central ring, 34-diagonal rod, 35-first connecting rod, 36-second connecting rod, 37-fixed rod, 4-supporting rod, 5-reinforcing frame, 6-longitudinal rod, 7-transverse rod, 8-side rod, 9-sliding block, 91-sliding groove and 92-elastic component.

Detailed Description

Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are illustrative and intended to be illustrative of the invention and are not to be construed as limiting the invention.

In the description of the present invention, it is to be understood that the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships illustrated in the drawings, and are used merely for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, are not to be construed as limiting the present invention. Further, in the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.

Referring to fig. 1 to 7, the present invention provides a composite shear wall anti-seismic frame structure, which includes a frame 1, a vertical plate 2 and a reinforcing component 3, wherein the frame 1 is fixedly connected to the vertical plate 2, and surrounds the outside of the vertical plate 2, the number of the reinforcing components 3 is two, two groups of the reinforcing components 3 are arranged at two sides of the vertical plate 2, each group of the reinforcing components 3 comprises a surrounding frame 31, a reinforcing ring 32, a central ring 33, an oblique rod 34 and a first connecting rod 35, the surrounding frame 31 is fixedly connected with the vertical plate 2, the number of the reinforcing rings 32 is four, the four reinforcing rings 32 are respectively and fixedly connected with the vertical plate 2, and are uniformly distributed in the surrounding frame 31, the central ring 33 is fixedly connected with the vertical plate 2, the central ring 33 is fixedly connected with the corresponding reinforcing ring 32 through the diagonal rods 34, and each reinforcing ring 32 is fixedly connected with the surrounding frame 31 through the first connecting rods 35.

In the present embodiment, the structural strength of the shear wall frame is strengthened by the cooperation of the frame 1 and the vertical plate 2, in addition, the surrounding frames 31 are arranged on both sides of the vertical plate 2, four reinforcing rings 32 and one central ring 33 are arranged inside each surrounding frame 31, each reinforcing ring 32 is fixedly connected with the central ring 33 through the inclined rods 34, and each reinforcing ring 32 is fixedly connected with the surrounding frame 31 through the first connecting rods 35, so that the structural strength and the shock resistance of the shear wall frame can be increased.

Further, the reinforcing assembly 3 further includes four second connecting rods 36, and the second connecting rods 36 are disposed between two adjacent reinforcing rings 32.

In the present embodiment, the second connecting rods 36 are arranged to increase the structural strength between two adjacent reinforcing rings 32, so as to increase the structural stability of the reinforcing assembly 3, and further improve the structural stability of the shear wall frame.

Further, the reinforcing assembly 3 further includes four fixing rods 37, one end of each fixing rod 37 is fixedly connected to the corresponding second connecting rod 36, and the other end of each fixing rod 37 is fixedly connected to the central ring 33.

In this embodiment, the four fixing rods 37 are provided to increase the connection stability between the reinforcing ring 32 and the center ring 33, so as to increase the structural stability of the reinforcing assembly 3, and further improve the overall structural stability and shock resistance of the shear wall frame.

Further, the composite shear wall anti-seismic frame structure further comprises a plurality of supporting rods 4, a plurality of sliding blocks 9 and a plurality of elastic pieces 92, a sliding groove 91 is formed in the inner edge of the frame, a plurality of supporting rods 4 are arranged on the outer edge of the surrounding frame 31, one end, far away from the surrounding frame 31, of each supporting rod 4 is connected with the sliding groove 91 in a sliding mode through the corresponding sliding block 9, the corresponding sliding block 9 is located in the corresponding sliding groove 91, each supporting rod 4 is of a telescopic rod structure, the elastic pieces 92 are arranged on the two sliding blocks 9 on the outer side of each side edge of the surrounding frame 31, and each elastic piece 92 is arranged in the corresponding sliding groove 91.

In the present embodiment, when the frame structure is vibrated in the left and right directions, the struts 4 are extended and contracted, at the same time, the sliding blocks 9 connected to each of the supporting rods 4 on the upper and lower sides move in the sliding grooves 91, and then the two elastic members 92 in the same sliding groove 91 are compressed and stretched, under the action of the self-restoring force of the elastic member 92, a good anti-seismic effect is achieved, whereas when the frame structure is vibrated by the upper and lower sides, the supporting rods 4 on the upper and lower sides are stretched, meanwhile, the sliding blocks 9 connected with the support rods 4 on the left side and the right side can move in the sliding grooves 91, one of the two elastic pieces 92 in the same sliding groove 91 is compressed, the other elastic piece is stretched, and a good anti-seismic effect is achieved under the action of the self-restoring force of the elastic pieces.

Further, the composite shear wall anti-seismic frame structure further comprises a reinforcing frame 5, wherein the reinforcing frame 5 is fixedly connected with the frame 1 and surrounds the outside of the frame 1.

The number of the reinforcing frames 5 is multiple, and the reinforcing frames 5 are uniformly distributed outside the frame 1.

In the present embodiment, the provision of the plurality of reinforcing frames 5 can further enhance the structural strength of the frame 1.

Furthermore, the composite shear wall anti-seismic frame structure further comprises two longitudinal rods 6, two ends of each longitudinal rod 6 are fixedly connected with the frame 1 respectively, and the two longitudinal rods 6 are symmetrically arranged along the center line of the frame 1.

In the present embodiment, the two longitudinal rods 6 are provided to increase the stability of the vertical plate 2 mounted on the frame 1 and also increase the overall structural strength of the shear wall frame.

Furthermore, the composite shear wall anti-seismic frame structure further comprises two transverse rods 7, two ends of each longitudinal rod 6 are fixedly connected with the frame 1 respectively, and the two transverse rods 7 are symmetrically arranged along the center line of the frame 1.

In the present embodiment, the two transverse rods 7 can increase the stability of the vertical plate 2 mounted on the frame 1, and can also increase the overall structural strength of the shear wall frame.

Furthermore, the transverse rods 7 and the longitudinal rods 6 are arranged in a cross structure and divided into four placing areas, the composite shear wall anti-seismic frame structure further comprises four side rods 8, and two ends of each side rod 8 are fixedly connected with the transverse rods 7 and the longitudinal rods 6 respectively and are located in the corresponding placing areas.

In this embodiment, the transverse rods 7 and the longitudinal rods 6 are arranged in a cross-shaped structure, so that the stability of the vertical plate 2 mounted on the frame 1 can be effectively increased, and the overall structural strength of the shear wall frame can be further improved by arranging the side rods 8.

While the invention has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and detail may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.