CN105696731A - Wood structure tilted support shear wall - Google Patents
Wood structure tilted support shear wall Download PDFInfo
- Publication number
- CN105696731A CN105696731A CN201610188673.3A CN201610188673A CN105696731A CN 105696731 A CN105696731 A CN 105696731A CN 201610188673 A CN201610188673 A CN 201610188673A CN 105696731 A CN105696731 A CN 105696731A
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- China
- Prior art keywords
- bearing diagonal
- wall
- post
- shear wall
- adiabator layer
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
Abstract
The invention relates to a wood structure tilted support shear wall which comprises a front wallboard, a rear wallboard and a wall frame located between the front wallboard and the rear wallboard. The wall frame comprises a heat insulation material layer and at least one tilted support column. The wood structure tilted support shear wall is characterized in that the tilted support column is slantly supported between the upper bottom surface and the lower bottom surface of a heat insulation material layer and is connected with a beam and a column main body structure to form a shear force supporting system. The wood structure tilted support shear wall has the advantages that the tilted support column, the beam and a column form a triangular form a triangular stable structure system; on the conditions of improving wall supporting force, compared with a conventional wood structure rectangular frame wall, wood frame raw materials are saved, and the wall cost is reduced.
Description
Technical field
The present invention relates to a kind of bearing diagonal body of wall, particularly relate to a kind of beam-post wood frame shear wall system, belong 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, solidify carbon, it it is a part for natural material circulation, the production phase, the trial period, abandonment stage whole life cycle, the impact that environment is caused is minimum, and timber and the preparation of wood-based product, processing and manufacturing and recycling are compared with other construction materials needs the energy also minimum。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 advantages such as easy, be loved by the people, be called " House of the Future " of the mankind by people。" State Council of the Central Committee of the Communist Party of China is about the some suggestions strengthening urban planning and development control work further " propose, and strive, with about 10 years time, making the ratio that assembled architecture accounts for new building reach 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 development timber buildings specially, promote cities and towns timber buildings application, promote timber buildings at newly-built public buildings of low layer such as the school of governmental investment, nursery schools and childcare centres, the home for the aged, garden landscapes, and cities and towns flat-changed-into-sloping uses。Advance delta wood-steel, wood-concrete composite structure building, in the area being characteristic with timber buildings, travel resort emphasis promote timber buildings。In the self-built house in rural area of developed area, new rural village residential area are built, emphasis advances timber structure agricultural Housing construction, this is that country clearly proposes to widely popularize timber structure industry first, 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 load suffered by body of wall, the thermal requirements of outer wall material and required body of wall is determined, there are the following problems for traditional Timberwork wall: (1) traditional Timberwork wall is generally 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。
Summary of the invention
The present invention is directed to the deficiency that Traditional Wood structure wall exists, it is provided that a kind of timber structure bearing diagonal shear wall。
The technical scheme is that
A kind of timber structure bearing diagonal shear wall, including forward and backward wallboard and the wall frame being positioned at the two centre, 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 invention has the beneficial effects as follows:
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, the present invention 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。
Adopting above-mentioned further technical scheme to provide the benefit that, bearing diagonal post and beam, post collectively form stable supported at three point system, Stability Analysis of Structures。
Further, the other end of described bearing diagonal post is connected with the upper and lower bottom surface of adiabator layer。
Adopting above-mentioned further technical scheme to provide the benefit that, bearing diagonal post and beam, post collectively form stable supported at three point system, Stability Analysis of Structures。
Further, described wall frame includes two bearing diagonal posts, and said two bearing diagonal post is mirror symmetry relative to its centrage。
Adopting above-mentioned further technical scheme to provide the benefit that, bearing diagonal post and beam, post collectively form stable supported at three point system。
Further, described bearing diagonal post relative level tilts 30～80 °, and angle of inclination is determined according to application by concrete condition, and contacts connection with beam, post agent structure, forms stable supported at three point system。
Further, also including some wood block fillers, described wood block filler is 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 the shear wall structure profile of the present invention；
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
Below in conjunction with example, principles of the invention and feature being described, example is served only for explaining the present invention, is not intended to limit the scope of the present invention。
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 simultaneously two ends of bearing diagonal post 5 and beam, 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 is connected with two right-angled apices of the bottom surface of adiabator layer 4 respectively, the other end of two bearing diagonal posts 5 is connected in the midpoint of the upper bottom surface of adiabator layer 4, the simultaneously two ends of bearing diagonal post 5 and beam, 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 is connected with two right-angled apices of the upper bottom surface of adiabator layer 4 respectively, 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 presently preferred embodiments of the present invention, not in order to limit the present invention, all within the spirit and principles in the present invention, any amendment of making, equivalent replacement, improvement etc., should be included within protection scope of the present invention。
Claims (6)
1. a timber structure bearing diagonal shear wall, including forward and backward wallboard and the wall frame being positioned at the two centre, 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。
2. a kind of timber structure bearing diagonal shear wall 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。
3. a kind of timber structure bearing diagonal shear wall 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。
4. a kind of timber structure bearing diagonal shear wall according to claim 3, it is characterised in that described wall frame includes two bearing diagonal posts, and said two bearing diagonal post is mirror symmetry relative to its centrage。
5. a kind of timber structure bearing diagonal shear wall according to claim 1, it is characterised in that described bearing diagonal post relative level tilts 30～80 °。
6. the timber structure bearing diagonal shear wall according to any one of claim 1-5, it is characterised in that also including some wood block fillers, described wood block filler is located on the four edges of wall heat insulation material layer。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610188673.3A CN105696731B (en) | 2016-03-29 | 2016-03-29 | A kind of timber structure bearing diagonal shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610188673.3A CN105696731B (en) | 2016-03-29 | 2016-03-29 | A kind of timber structure bearing diagonal shear wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105696731A true CN105696731A (en) | 2016-06-22 |
| CN105696731B CN105696731B (en) | 2018-04-03 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610188673.3A Active CN105696731B (en) | 2016-03-29 | 2016-03-29 | A kind of timber structure bearing diagonal shear wall |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11241423A (en) * | 1997-12-23 | 1999-09-07 | Rohm & Haas Co | Wall structure |
| CN2761757Y (en) * | 2004-12-24 | 2006-03-01 | 张东川 | Box type building mould |
| CN103195191A (en) * | 2013-04-17 | 2013-07-10 | 哈尔滨工业大学 | Undersized log light wood structure composite shear wall |
| CN204590334U (en) * | 2015-04-30 | 2015-08-26 | 威力（烟台）木业技术有限公司 | A kind of wood composite structure wall |
| CN205421621U (en) * | 2016-03-29 | 2016-08-03 | 威力（烟台）木业技术有限公司 | Timber structure bearing diagonal shear force wall |
-
2016
- 2016-03-29 CN CN201610188673.3A patent/CN105696731B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11241423A (en) * | 1997-12-23 | 1999-09-07 | Rohm & Haas Co | Wall structure |
| CN2761757Y (en) * | 2004-12-24 | 2006-03-01 | 张东川 | Box type building mould |
| CN103195191A (en) * | 2013-04-17 | 2013-07-10 | 哈尔滨工业大学 | Undersized log light wood structure composite shear wall |
| CN204590334U (en) * | 2015-04-30 | 2015-08-26 | 威力（烟台）木业技术有限公司 | A kind of wood composite structure wall |
| CN205421621U (en) * | 2016-03-29 | 2016-08-03 | 威力（烟台）木业技术有限公司 | Timber structure bearing diagonal shear force wall |
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| Publication number | Publication date |
|---|---|
| CN105696731B (en) | 2018-04-03 |
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