CN205421621U - Timber structure bearing diagonal shear force wall - Google Patents
Timber structure bearing diagonal shear force wall Download PDFInfo
- Publication number
- CN205421621U CN205421621U CN201620249474.4U CN201620249474U CN205421621U CN 205421621 U CN205421621 U CN 205421621U CN 201620249474 U CN201620249474 U CN 201620249474U CN 205421621 U CN205421621 U CN 205421621U
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- CN
- China
- Prior art keywords
- bearing diagonal
- post
- wall
- timber structure
- adiabator layer
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
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Abstract
The utility model relates to a timber structure bearing diagonal shear force wall, wall frame in the middle of including preceding, back wallboard and lieing in the two, wall frame includes insulation material layer and at least one bearing diagonal post, its characterized in that, bearing diagonal post inclined support surface is between the upper and lower bottom surface on insulation material layer to be connected with roof beam, post major structure, form shear force braced system. The beneficial effects of the utility model are that: the triangle -shaped stable structure system is constituteed with roof beam, post to the bearing diagonal post, under the condition that improves the wall body holding power, compares with traditional timber structure rectangular frame wall body, has practiced thrift the wooden frame raw materials, has reduced the wall body cost.
Description
Technical field
This utility model relates to a kind of bearing diagonal body of wall, particularly relates to a kind of beam-post wood frame shear wall system, belongs to technical field of buildings.
Background technology
Along with national energy-saving reduces discharging the implementation of policy, and the popularization of green building material, low-carbon (LC) building progresses into the visual field of people.And timber is unique a kind of reproducible construction material, absorb solar energy, solidification carbon, it it is a part for natural material circulation, at production phase, trial period, the whole life cycle of abandonment stage, the impact causing environment is minimum, needs the energy minimum with the preparation of wood-based product, processing and manufacturing and recycling in timber compared with other construction materials.Limited raw material resources will not be made exhausted the Appropriate application of timber.
And be the timber structure of primary building material by timber, with its energy-conserving and environment-protective, low-carbon green, environmental friendliness, cool in summer and warm in winter, build the advantage such as easily, be loved by the people, be known as " House of the Future " of the mankind." State Council of the Central Committee of the Communist Party of China is about the some suggestions strengthening further urban planning and development control work " propose, and strive that with about 10 years time, the ratio making assembled architecture account for new building reached 30%.Point out simultaneously, in the place satisfied the requirements, advocate development Modern Wood Construction；" promoting green building material to produce and application action scheme " that Ministry of Industry and Information, the firmly portion of building issue refer to develop timber buildings specially, promote cities and towns timber buildings application, timber buildings is promoted to use in the newly-built public buildings of low layer, and cities and towns flat-changed-into-sloping such as the school of governmental investment, nursery schools and childcare centres, the home for the aged, garden landscape.Advance delta wood-steel, wood-concrete composite structure building, in the area with timber buildings as characteristic, travel resort emphasis promote timber buildings.During the self-built house in rural area in developed area, new rural village residential area are built, emphasis advances timber structure agricultural Housing construction, this is that country the most clearly proposes to widely popularize timber structure industry, showing that green building has become as the important component part of building trade transition and upgrade, the timber structure of low-carbon environment-friendly will welcome the development opportunity of a new round.But timber structure is high due to cost, also allows ruck hang back.How to reduce cost, also become the realistic problem that timber buildings is in the urgent need to address.
Light Wood Frame Construction, it is by certain equidistant formation framework arranged in parallel of spacing by dimension stock, then outer according to stress needs at framework, it is covered with structural panel, form the body of wall of building, the basic building blocks such as superstructure and layer lid, total system is exactly by these bodies of wall, the box-shaped building system that superstructure and layer lid are constituted, traditional Timberwork wall generally includes front wallboard, rear wall plate, vertical wall column, the raising-plate of level, lintels on bottom girder plate and door and window hole etc. form, as shown in Figure 1, the sectional dimension of wall column is according to the load suffered by body of wall, the thermal requirements of outer wall material and required body of wall determines, there are the following problems for traditional Timberwork wall: (1) traditional Timberwork wall is usually North America Light Wood Frame Construction, for rectangular configuration, it it is a kind of undefined structure system；(2) traditional rectangular frame Timberwork wall, framework and wall column utilize timber more, relatively costly.
Utility model content
The deficiency that this utility model exists for Traditional Wood structure wall, it is provided that a kind of timber structure bearing diagonal shear wall.
The technical scheme that this utility model solves above-mentioned technical problem is as follows:
A kind of timber structure bearing diagonal shear wall, including forward and backward wallboard and be positioned at the wall frame in the middle of the two, described wall frame includes adiabator layer and at least one bearing diagonal post, it is characterized in that, described bearing diagonal post is supported between the upper and lower bottom surface of adiabator layer at a slant, and be connected with the agent structure of beam, post, described one end of bearing diagonal post is connected with the right-angled apices of adiabator layer.
The beneficial effects of the utility model are:
1) bearing diagonal post and beam, post main frame structure form the structural support system of 3, compared with traditional rectangular frame body of wall, improve stability and the shearing resistance intensity of body of wall.
2) compared with traditional rectangular frame Timberwork wall, save framework and part wall column, consumption of wood is greatly saved, reduce the cost of body of wall.
On the basis of technique scheme, this utility model can also do following improvement.
Further, the other end of described bearing diagonal post is also connected with the right-angled apices of adiabator layer, and the two ends of bearing diagonal post are connected with the cross point of beam and column respectively simultaneously.
Using above-mentioned further technical scheme to provide the benefit that, bearing diagonal post forms stable supported at three point system, Stability Analysis of Structures together with beam, post.
Further, the other end of described bearing diagonal post is connected with the upper and lower bottom surface of adiabator layer.
Using above-mentioned further technical scheme to provide the benefit that, bearing diagonal post forms stable supported at three point system, Stability Analysis of Structures together with beam, post.
Further, described wall frame includes two bearing diagonal posts, and said two bearing diagonal post is symmetrical relative to its centrage minute surface.
Using above-mentioned further technical scheme to provide the benefit that, bearing diagonal post forms stable supported at three point system together with beam, post.
Further, described bearing diagonal post relative level tilts 30～80 °, depending on the visual concrete condition in angle of inclination is according to application, and contacts connection with beam, post agent structure, forms stable supported at three point system.
Further, also include that some wood block fillers, described wood block filler are located on the four edges of adiabator layer, in order to be attached with beam, post main body frame.
Accompanying drawing explanation
Fig. 1 is the structural representation of traditional Timberwork wall；
Fig. 2 is shear wall structure profile of the present utility model；
Fig. 3 is the wall frame structure figure of embodiment 1；
Fig. 4 is the wall frame structure figure of embodiment 2；
Fig. 5 is the wall frame structure figure of embodiment 3；
Fig. 6 is the wall frame structure figure of embodiment 4；
In Fig. 2-6,1, front wallboard；2, rear wall plate；3, wall frame；4, adiabator layer；5, bearing diagonal post；6, wood block filler
Detailed description of the invention
Being described principle of the present utility model and feature below in conjunction with example, example is served only for explaining this utility model, is not intended to limit scope of the present utility model.
Embodiment 1:
Such as Fig. 2, shown in 3, a kind of timber structure bearing diagonal shear wall, including front wallboard 1, rear wall plate 2 and be positioned at the wall frame 3 in the middle of the two, described wall frame 3 includes adiabator layer 4 and a bearing diagonal post 5, described bearing diagonal post 5 is supported in the upper of adiabator layer 4 at a slant, between bottom surface, one end of described bearing diagonal post 5 is connected with the right-angled apices on the bottom surface of adiabator layer 4, the other end of bearing diagonal post 5 is connected with the right-angled apices on the upper bottom surface of adiabator layer 4, simultaneously the two ends of bearing diagonal post 5 respectively with beam, the cross point of post agent structure is connected, also include 4 wood block fillers 6, wood block filler 6 is located on the midpoint of adiabator layer 4 four edges.
Embodiment 2:
Such as Fig. 2, shown in 4, a kind of timber structure bearing diagonal shear wall, including front wallboard 1, rear wall plate 2 and be positioned at the wall frame 3 in the middle of the two, described wall frame 3 includes adiabator layer 4 and a bearing diagonal post 5, described bearing diagonal post 5 is supported in the upper of adiabator layer 4 at a slant, between bottom surface, one end of described bearing diagonal post 5 is connected with the right-angled apices on the bottom surface of adiabator layer 4, the other end of bearing diagonal post 5 is connected with the upper bottom surface of adiabator layer 4, the two ends of bearing diagonal post 5 and beam simultaneously, post agent structure is connected, bearing diagonal post 5 relative level tilts 50 °, also include 7 wood block fillers 6, wood block filler 6 is located on four right angles of adiabator layer 4 and on the midpoint of two sides of adiabator layer 4 and bottom surface.
Embodiment 3:
Such as Fig. 2, shown in 5, a kind of timber structure bearing diagonal shear wall, including front wallboard 1, rear wall plate 2 and be positioned at the wall frame 3 in the middle of the two, described wall frame 3 includes adiabator layer 4 and two bearing diagonal posts 5, described bearing diagonal post 5 is supported in the upper of adiabator layer 4 at a slant, between bottom surface, one end of said two bearing diagonal post 5 two right-angled apices with the bottom surface of adiabator layer 4 respectively are connected, the other end of two bearing diagonal posts 5 is connected in the midpoint of the upper bottom surface of adiabator layer 4, the two ends of bearing diagonal post 5 and beam simultaneously, post agent structure is connected, also include 6 wood block fillers 6, wood block filler 6 is located at midpoint and the upper bottom surface of 4 two sides of adiabator layer, on bottom surface.
Embodiment 4:
Such as Fig. 2, shown in 6, a kind of timber structure bearing diagonal shear wall, including front wallboard 1, rear wall plate 2 and be positioned at the wall frame 3 in the middle of the two, described wall frame 3 includes adiabator layer 4 and two bearing diagonal posts 5, described bearing diagonal post 5 is supported in the upper of adiabator layer 4 at a slant, between bottom surface, one end of said two bearing diagonal post 5 two right-angled apices with the upper bottom surface of adiabator layer 4 respectively are connected, the other end of two bearing diagonal posts 5 is connected with the bottom surface of adiabator layer 4, two bearing diagonal post 5 its centrages relative are mirrored symmetry, bearing diagonal post 5 relative level tilts 30～80 °, angle of inclination is determined on a case-by-case basis, also include 4 wood block fillers 6, wood block filler 6 is located at the upper of adiabator layer 4, on bottom surface.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model, all within spirit of the present utility model and principle, any modification, equivalent substitution and improvement etc. made, within should be included in protection domain of the present utility model.
Claims (6)
1. a timber structure bearing diagonal shear wall, including forward and backward wallboard and be positioned at the wall frame in the middle of the two, described wall frame includes adiabator layer and at least one bearing diagonal post, it is characterized in that, described bearing diagonal post is supported between the upper and lower bottom surface of adiabator layer at a slant, and be connected with the agent structure of beam, post, described one end of bearing diagonal post is connected with the right-angled apices of adiabator layer.
A kind of timber structure bearing diagonal shear wall the most according to claim 1, it is characterised in that the other end of described bearing diagonal post is also connected with the right-angled apices of adiabator layer, and the two ends of bearing diagonal post are connected with the cross point of beam and column respectively simultaneously.
A kind of timber structure bearing diagonal shear wall the most according to claim 1, it is characterised in that the other end of described bearing diagonal post is connected with the upper and lower bottom surface of adiabator layer.
A kind of timber structure bearing diagonal shear wall the most according to claim 3, it is characterised in that described wall frame includes two bearing diagonal posts, and said two bearing diagonal post is symmetrical relative to its centrage minute surface.
A kind of timber structure bearing diagonal shear wall the most according to claim 1, it is characterised in that described bearing diagonal post relative level tilts 30～80 °.
6. according to the timber structure bearing diagonal shear wall according to any one of claim 1-5, it is characterised in that also include that some wood block fillers, described wood block filler are located on the four edges of wall heat insulation material layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620249474.4U CN205421621U (en) | 2016-03-29 | 2016-03-29 | Timber structure bearing diagonal shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620249474.4U CN205421621U (en) | 2016-03-29 | 2016-03-29 | Timber structure bearing diagonal shear force wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205421621U true CN205421621U (en) | 2016-08-03 |
Family
ID=56522693
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620249474.4U Withdrawn - After Issue CN205421621U (en) | 2016-03-29 | 2016-03-29 | Timber structure bearing diagonal shear force wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205421621U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696731A (en) * | 2016-03-29 | 2016-06-22 | 威力（烟台）木业技术有限公司 | Wood structure tilted support shear wall |
-
2016
- 2016-03-29 CN CN201620249474.4U patent/CN205421621U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696731A (en) * | 2016-03-29 | 2016-06-22 | 威力（烟台）木业技术有限公司 | Wood structure tilted support shear wall |
| CN105696731B (en) * | 2016-03-29 | 2018-04-03 | 威力（烟台）木业技术有限公司 | A kind of timber structure bearing diagonal shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160803 Effective date of abandoning: 20180403 |
|
| AV01 | Patent right actively abandoned |