CN210976153U

CN210976153U - Structure of shear wall

Info

Publication number: CN210976153U
Application number: CN201921290158.1U
Authority: CN
Inventors: 曾正光; 吴太旺
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-08-10
Filing date: 2019-08-10
Publication date: 2020-07-10
Anticipated expiration: 2029-08-10

Abstract

The utility model discloses a structure of a shear wall, which comprises a first column body, a second column body and a transverse groove, wherein the first column body and the second column body are symmetrically arranged, column bases are fixedly connected at two ends of the first column body and the second column body, the end parts of the column bases are fixedly connected with a bottom plate, transverse connecting rods are symmetrically and fixedly connected between the first column body and the second column body, a middle fixing plate is fixedly connected at the middle part of each transverse connecting rod, four corners of the surface of the middle fixing plate and the surfaces of the column bases are fixedly connected with connecting pieces through fixing screws, the structure of the shear wall not only has good bearing capacity, but also greatly reduces the self load of the shear wall structure, can enable the whole shear wall structure to have certain shock absorption and temperature insulation effects by filling foam in the first column body, the second column body and the transverse groove, simultaneously increases the energy consumption capacity, can effectively improve the waterproof performance of construction joint positions, is convenient for use.

Description

Structure of shear wall

Technical Field

The utility model relates to a shear force wall technical field specifically is a structure of shear force wall.

Background

The shear wall can bear horizontal load caused by wind load or earthquake action in a house or a structure, and can effectively prevent a building structure from being damaged by shearing.

The existing shear wall structure is usually a fully prefabricated shear wall, the assembly connection is complex, the field construction engineering is large, the construction difficulty is high, the use is inconvenient, the support strength of the existing shear wall structure is insufficient, and the integral connection is heavy, so that the structure of the shear wall is provided.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a shear wall's structure to solve the problem that proposes among the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a structure of shear force wall, includes first shaft, second shaft and transverse groove, first shaft and second shaft symmetry set up, and the equal fixedly connected with column base in both ends of first shaft and second shaft, and the tip fixedly connected with bottom plate of column base, symmetry fixedly connected with transverse connection pole between first shaft and the second shaft, and the middle fixed plate of middle fixedly connected with of transverse connection pole, the surperficial four corners of middle fixed plate and the surface of column base all are through fixed screw fixedly connected with connection piece, the equal symmetrical fixedly connected with connecting plate of first shaft and second shaft lateral wall, all be connected with oblique pull rod between the connection piece on middle fixed plate surface and the connection piece on column base surface and between the connection piece on middle fixed plate surface and the connecting plate.

Preferably, foam is filled between the first column body and the transverse groove and between the second column body and the transverse groove.

Preferably, a rib plate is fixedly connected to the surface of the column base.

Preferably, the sealing plates are connected to the surfaces, located on the column bases, of the two ends of the first column body and the second column body.

Preferably, the draw-in groove has all been seted up at the corresponding both ends of oblique pull rod, the equal welded fastening of tip of connection piece and connecting plate is in the draw-in groove of oblique pull rod tip.

Preferably, four mounting holes are formed in the surface of the bottom plate at equal intervals, and the hole diameters of the bolt holes in the surfaces of the middle fixing plate and the column base and the mounting holes in the surface of the bottom plate are 13 mm.

Compared with the prior art, the beneficial effects of the utility model are that:

1. the utility model discloses a first shaft, second shaft and transverse groove have been set up to both ends between first shaft and second shaft set up a plurality of corresponding fixed connection structures respectively, greatly increased the support intensity of shear force wall structure, through setting up first shaft, second shaft and transverse groove inside hollow structure, make this shear force wall structure not only have good bearing capacity, greatly reduced the heavy burden of self of this shear force wall structure moreover.

2. The utility model discloses an at first shaft, second shaft and the inside foam of packing of cross slot, can make this shear force wall structure wholly have certain shock attenuation and separate the temperature effect, the ability increase of consuming energy simultaneously can the effectual waterproof performance who improves construction joint position department, convenient to use.

Drawings

Fig. 1 is a schematic view of a connection structure of a first column body and a second column body of the present invention;

FIG. 2 is an enlarged structural view of the utility model at A;

fig. 3 is a schematic view of the overall structure of the present invention.

In the figure: 1. a first column body; 2. a column shoe; 3. a rib plate; 4. a transverse connecting rod; 5. a middle fixing plate; 6. connecting sheets; 7. a diagonal member; 8. a base plate; 9. mounting holes; 10. a connecting plate; 11. a sealing plate; 12. a second cylinder body; 13. a transverse groove.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-3, the present invention provides a technical solution: a structure of a shear wall comprises a first column body 1, a second column body 12 and a transverse groove 13, wherein the first column body 1 and the second column body 12 are symmetrically arranged, column bases 2 are fixedly connected to two ends of the first column body 1 and the second column body 12, the first column body 1, the second column body 12 and the column bases 2 are arranged into an integral structure, the supporting cavity degree between the first column body 1, the second column body 12 and the column bases 2 can be enhanced, a bottom plate 8 is fixedly connected to the end portions of the column bases 2 to play a role of fixing and supporting, transverse connecting rods 4 are symmetrically and fixedly connected between the first column body 1 and the second column body 12, an intermediate fixing plate 5 is fixedly connected to the middle portions of the transverse connecting rods 4, the connection between the first column body 1 and the second column body 12 can be enhanced through the combined action of the intermediate fixing plate 5 and the transverse connecting rods 4, connecting pieces 6 are fixedly connected to four corners of the surface of the intermediate fixing plate 5 and the surface of the column bases 2 through fixing, first shaft 1 and the equal symmetrical fixedly connected with connecting plate 10 of second shaft 12 lateral wall, all be connected with oblique pull rod 7 between the connection piece 6 on 5 surperficial of intermediate fixing plate and the connection piece 6 on 2 surperficial of column base and between connection piece 6 on 5 surperficial of intermediate fixing plate and connecting plate 10, can strengthen the joint strength of first shaft 1, second shaft 12 and transverse groove 13 greatly through the setting of oblique pull rod 7, increased holistic bearing capacity.

All pack between first shaft 1 and the cross slot 13 and between second shaft 12 and the cross slot 13 has the foam, not only can the certain degree separate the temperature effect, consume moreover with lower and have better waterproof performance, convenient to use of cost.

The surface of the column base 2 is fixedly connected with a ribbed slab 3, which is convenient for enhancing the supporting strength of the column base 2.

The surface that the both ends of first shaft 1 and second shaft 12 are located column base 2 all is connected with sealing plate 11, is convenient for live the both ends of first shaft 1 and second shaft 12 are sealed, prevents that the foam in first shaft 1 and second shaft 12 cavity from overflowing.

Draw-in grooves have all been seted up at the corresponding both ends of oblique pull rod 7, and the equal welded fastening of tip of connection piece 6 and connecting plate 10 is in the draw-in groove of oblique pull rod 7 tip, is convenient for strengthen being connected between connection piece 6 and the connecting plate 10.

Four mounting holes 9 have been seted up to bottom plate 8's surperficial equidistance, the bolt hole on middle fixed plate 5 and column base 2 surface and the aperture of mounting hole 9 on bottom plate 8 surface are 13mm, be convenient for through mounting hole 9 on the bottom plate 8 to the fixed mounting on first shaft 1 and second shaft 12, the aperture through the bolt hole with mounting hole 9 and middle fixed plate 5 and column base 2 surface sets up to 13mm, fixed connection between each part not only can be realized, and the setting up of mounting hole 9 and bolt hole does not influence first shaft 1, the support intensity of second shaft 12 bottom plate 8 and middle fixed plate 5, convenient to use.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a structure of shear force wall, includes first shaft (1), second shaft (12) and cross slot (13), its characterized in that: the first column body (1) and the second column body (12) are symmetrically arranged, column feet (2) are fixedly connected with both ends of the first column body (1) and the second column body (12), the end part of the column foot (2) is fixedly connected with a bottom plate (8), transverse connecting rods (4) are symmetrically and fixedly connected between the first column body (1) and the second column body (12), and the middle part of the transverse connecting rod (4) is fixedly connected with a middle fixing plate (5), four corners of the surface of the middle fixing plate (5) and the surface of the column base (2) are fixedly connected with connecting pieces (6) through fixing screws, the side walls of the first column body (1) and the second column body (12) are symmetrically and fixedly connected with connecting plates (10), and diagonal draw bars (7) are connected between the connecting sheets (6) on the surface of the middle fixing plate (5) and the connecting sheets (6) on the surface of the column base (2) and between the connecting sheets (6) on the surface of the middle fixing plate (5) and the connecting plates (10).

2. A shear wall construction according to claim 1 wherein: foams are filled between the first column body (1) and the transverse groove (13) and between the second column body (12) and the transverse groove (13).

3. A shear wall construction according to claim 1 wherein: the surface of the column base (2) is fixedly connected with a ribbed slab (3).

4. A shear wall construction according to claim 1 wherein: the sealing plates (11) are connected to the surfaces, located on the column bases (2), of the two ends of the first column body (1) and the second column body (12).

5. A shear wall construction according to claim 1 wherein: draw-in grooves have all been seted up at the corresponding both ends of oblique pull rod (7), the equal welded fastening of tip of connection piece (6) and connecting plate (10) is in the draw-in groove of oblique pull rod (7) tip.

6. A shear wall construction according to claim 1 wherein: four mounting holes (9) have been seted up to the surperficial equidistance of bottom plate (8), the aperture of the bolt hole on middle fixed plate (5) and column base (2) surface and mounting hole (9) on bottom plate (8) surface is 13 mm.