CN203247732U

CN203247732U - Clamping plate shear wall

Info

Publication number: CN203247732U
Application number: CN 201320148223
Authority: CN
Inventors: 倪春
Original assignee: SUZHOU CROWNHOMES CO Ltd
Current assignee: Suzhou Crownhomes Timber Structure Technology Co ltd
Priority date: 2013-03-29
Filing date: 2013-03-29
Publication date: 2013-10-23
Anticipated expiration: 2023-03-29

Abstract

The utility model relates to a clamping plate shear wall which comprises wall keels on the two sides of the shear wall and a wood-based structural panel in the middle of the shear wall, wherein the wall keels and the wood-based structural panel are effectively connected through nails or wooden screws. According to the clamping plate shear wall, standard components of a common shear wall are used, by means of a novel structural combination, structural lateral load resistance and overall energy consumption performance are obviously superior to those of the common shear wall, lateral load resistance, rigidity and energy consumption performance are high, the requirements for extra lateral load resistance of a multi-layer light wooden frame house can be met, and the problem that layout limitation of the shear wall caused by large hole opening can also be solved.

Description

A kind of clamping plate shear wall

Technical field

The utility model relates to building field, is specifically related to a kind of clamping plate shear wall of building field.

Background technology

The normal wood shear wall is the main lateral force resistance unit in the timber buildings.In timber buildings, often can run into the garage, punch greatly, lay on the large span, floor the situations such as light weight concrete construction.Although timber buildings generally shows better in the invasion and attack of all previous serious earthquake and hurricane, extra weight and limited shear wall all can be so that the normal wood shear wall can't satisfy the side direction requirement for bearing capacity in house such as the reason such as punch greatly.

The utility model content

For the problem that prior art exists, the utility model provides a kind of clamping plate shear wall, can satisfy the requirement of the extra side direction bearing capacity of the light-duty wooden frame structure of multilayer, also can solve the limitation of the shear wall disposal that causes because punching greatly.

The utility model provides following technical scheme:

A kind of clamping plate shear wall comprises wall keel and wood structure panel material, and described wall keel comprise wall column and two beam slabs, and described wood structure panel material is sandwiched between described two beam slabs, and described two beam slabs be connected the wood structure panel material and connect by wall column.

Preferably, described clamping plate shear wall also comprises intermediate structure sheet material, and described intermediate structure sheet material is located between described wall keel and the wood structure panel material.

Described intermediate structure sheet material is connected with wood structure panel material or wall keel by wall column.

In the middle of described wall column comprises wall column, end wall column with anti-on pull out securing member, and describedly pull out the outside that securing member is located at described wall keel on anti-.

Preferably, pull out securing member on described resisting and be nail or wood screw.

Wherein, described clamping plate shear wall can be arranged among normal wood shear wall or the heavy wooden frame, bears and transmit vertical point load by the end wall column of normal wood shear wall or the column of heavy wooden frame.

Compare with common shear wall, the thickness of wall body of the clamping plate shear wall that the utility model provides is identical with common shear wall, can substitute easily common shear wall; Because the wood structure panel material is clipped between the wall keel, the nail or the wood screw that connect two side wall keel and middle wood structure panel material have two surface of shear, thereby but the side direction bearing capacity of Effective Raise shear wall; In the clamping plate shear wall, the dimension stock that is used for the wall keel has rotated 90 degree, the wall keel of such two sides and middle wood structure panel material have larger contact surface, thereby there is larger distance at the edge that guarantees nail or wood screw and sheet material, effectively reduces the destruction of sheet edge; Be different from common shear wall, the ailhead in the clamping plate shear wall or wood screw head do not act directly on the wood structure panel material.Can avoid like this ailhead or wood screw head to penetrate the wood structure panel material, thereby further improve the side direction bearing capacity of shear wall.

Description of drawings

Fig. 1 is the structural representation of the clamping plate shear wall that provides of the utility model;

Fig. 2 is that Fig. 1 is along the cross-sectional schematic of A-A face;

Fig. 3 is that Fig. 1 is along the cross-sectional schematic of B-B face;

Fig. 4 is the partial schematic diagram of the body of wall of the clamping plate shear wall wood structure panel material junction that provides of the utility model;

Fig. 5 is the structural representation of setting up the clamping plate shear wall of intermediate structure sheet material in Fig. 1;

Fig. 6 is that Fig. 5 is along the cross-sectional schematic of A-A face;

Fig. 7 is that Fig. 5 is along the cross-sectional schematic of B-B face;

The sandwich shear wall that Fig. 8 provides for the utility model is arranged on the structural representation in the normal wood shear wall;

Fig. 9 is that Fig. 8 is along the cross-sectional schematic of A-A face;

Figure 10 is that Fig. 8 is along the cross-sectional schematic of B-B face.

The drawing reference numeral explanation

Wall keel 1

Wood structure panel material 2

Beam slab 31

Middle wall column 32

End wall column 4

Intermediate structure sheet material 5

Connector 6

Securing member 7

Pull out securing member 8 on anti-

Connect top board 91

Connecting bottom board 92

The specific embodiment

Further specify the technical solution of the utility model below in conjunction with accompanying drawing and by the specific embodiment:

Problem for the prior art existence, the utility model provides a kind of clamping plate shear wall, please refer to Fig. 1 to Fig. 3, described clamping plate shear wall comprises wall keel 1 and wood structure panel material 2, described wall keel 1 comprise wall column and two beam slabs 31, described wood structure panel material 2 is sandwiched between described two beam slabs 31, and described two beam slabs 31 be connected wood structure panel material 2 and connect by wall column.

Please refer to Fig. 1 to Fig. 7, in the middle of described wall column comprises wall column 32, end wall column 4 with anti-on pull out securing member 8.

Please refer to Fig. 1 to Fig. 3, described wall keel 1 and wood structure panel material 2 pass through that the interval arranges and the middle wall column 32 that runs through described wood structure panel material 2 is connected.

Please refer to Fig. 1, describedly pull out the outside that securing member 8 is arranged at described wall keel 1 on anti-and be used for further fixing described wall keel 1 and wood structure panel material 2, describedly pull out securing member 8 on anti-and be preferably nail or wood screw, but do not think and be limited.

Please refer to Fig. 2, described end wall column 4 vertically is located between described two beam slabs 31, is in length and breadth with middle wall column 32 to distribute, and can further increase anti-shearing force.

Please refer to Fig. 4, fixing by two connectors 6 between described middle wall column 32 and the wood structure panel material 2, and described two connectors 6 directly are provided with the securing member 7 that runs through described middle wall column 32 and wood structure panel material 2.

Please refer to Fig. 5 to Fig. 7, described clamping plate shear wall also comprises intermediate structure sheet material 5, and described intermediate structure sheet material 5 is located between described wall keel 1 and the wood structure panel material 2.

Described intermediate structure sheet material 5 is by end wall column 4, middle wall column 32 and resist the cooperation of pulling out securing member 8 jointly to be connected with wood structure panel material 2 and wall keel 1.

Please refer to Fig. 8 to Figure 10, described clamping plate shear wall can be arranged among normal wood shear wall or the heavy wooden frame, the present embodiment preferably is arranged among the normal wood shear wall, but volume is not as limit, described normal wood shear wall comprises connection top board 91 and connecting bottom board 92, its wall keel 1 are identical with above-mentioned clamping plate shear wall with the setting of wood structure panel material 2, do not repeat them here, the clamping plate shear wall that is arranged among the described normal wood shear wall bears and transmits vertical point load by the end wall column 4 of normal wood shear wall or the column of heavy wooden frame.

Compare with common shear wall, the utlity model has following advantage:

1) thickness of wall body of clamping plate shear wall is identical with common shear wall, can substitute easily common shear wall;

2) because the wood structure panel material is clipped between the wall keel, and the nail or the wood screw that connect two side wall keel and middle wood structure panel material have two surface of shear, thereby but the side direction bearing capacity of Effective Raise shear wall;

3) in the clamping plate shear wall, the dimension stock that is used for the wall keel has rotated 90 degree, the wall keel of such two sides and middle wood structure panel material have larger contact surface, thereby there is larger distance at the edge that guarantees nail or wood screw and sheet material, effectively reduces the destruction of sheet edge;

4) be different from common shear wall, the ailhead in the clamping plate shear wall or wood screw head do not act directly on the wood structure panel material.Can avoid like this ailhead or wood screw head to penetrate the wood structure panel material, thereby further improve the side direction bearing capacity of shear wall.

The above has carried out exemplary description to the utility model by reference to the accompanying drawings; obvious realization of the present utility model is not subjected to the restriction of aforesaid way; as long as the various improvement of having adopted method design of the present utility model and technical scheme to carry out; or without improving the design of utility model and technical scheme are directly applied to other occasion, all in protection domain of the present utility model.

Claims

1. clamping plate shear wall, comprise wall keel and wood structure panel material, it is characterized in that: described wall keel comprise wall column and two beam slabs, and described wood structure panel material is sandwiched between described two beam slabs, and described two beam slabs be connected the wood structure panel material and connect by wall column.

2. clamping plate shear wall according to claim 1 is characterized in that: also comprise intermediate structure sheet material, and described intermediate structure sheet material is located between described wall keel and the wood structure panel material.

3. clamping plate shear wall according to claim 2, it is characterized in that: described intermediate structure sheet material is connected with wood structure panel material or wall keel by wall column.

4. clamping plate shear wall according to claim 3 is characterized in that, in the middle of described wall column comprises wall column, end wall column with anti-on pull out securing member.

5. clamping plate shear wall according to claim 4 is characterized in that, pulls out the outside that securing member is located at described wall keel on described resisting.

6. clamping plate shear wall according to claim 5 is characterized in that, pulls out securing member on described resisting and is nail or wood screw.