CN205475864U - Light -duty timber structure shear force wall - Google Patents
Light -duty timber structure shear force wall Download PDFInfo
- Publication number
- CN205475864U CN205475864U CN201620008623.8U CN201620008623U CN205475864U CN 205475864 U CN205475864 U CN 205475864U CN 201620008623 U CN201620008623 U CN 201620008623U CN 205475864 U CN205475864 U CN 205475864U
- Authority
- CN
- China
- Prior art keywords
- wall
- light
- nail
- adjacent
- cladding boards
- Prior art date
- 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.)
- Active
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model provides a light -duty timber structure shear force wall belongs to wood frame house technical field. This light -duty timber structure shear force wall, including clad can board and the wall bone post that the one -to -one set up, clad can board and the perpendicular fixed connection of wall bone post formation T type structure, wherein, two adjacent clad can boards push up the horizontal part that tightly forms T type structure along length direction, two adjacent wall bone posts along the vertical component effect of width direction butt joint formation T type structure, sewing on down with the butt joint of two adjacent wall bone posts seam of two adjacent clad can boards corresponds the setting. This light -duty timber structure shear force wall has increased the width of wall bone post, has increased the nail back gauge of clad can board with wall bone post nail joint node to improve the stable of nail joint node and anti side ability, guaranteed the overall stability of light -duty timber structure shear force wall wall body.
Description
Technical field
This utility model relates to wooden frame structure technical field, particularly to a kind of light-duty wooden shear wall.
Background technology
Wood-frame house is mainly formed by dimension stock and wood-based structural panel stitching, say, that light
The shear wall of type wooden frame structure, superstructure and roof system are mainly by dimension stock and wood structure panel combination
Become.Aforementioned wood-frame house is relatively common in monomer and conjuncted residential housing.Wherein, wooden frame is cut
Power wall, as one of the main member of light-duty wooden, not only acts as the work that vertical load is transferred to ground
With, still suffer from the lateral load produced by earthquake or wind.The wall column of wood-frame shear wall and wooden material
Material cladding boards connects formation " stressed-skin construction ", stressed-skin construction by nail " make light-duty wooden shear wall
Stronger limit lateral capacity can be provided.
Fig. 1 is the nail joint connected mode of existing cladding boards and wall column, in figure, 10-cladding boards, 20-
Nail, 30-wall column；Two pieces of cladding boards 10 are fixed on same wall column in the axial direction by nail
On 30, form T font structure, but, the width of wall column 10 only has 38mm, causes the nail of this part
The nail back gauge of son only has 10mm.Test finds the edge of aforementioned existing light-duty wooden shear wall cladding boards
Place's nail destruction of a node is serious, and especially two pieces cladding boards 10 are connected with the nail of wall column 30, easily occurs broken
Bad, and in cladding boards 10, the destruction of nail node is less, thus occur that cladding boards 10 also keeps completely, and limit
The situation that edge nail node is destroyed in advance.Therefore, cladding boards and wall bone in existing light-duty wooden shear wall
The nail joint connected mode of post can not effectively play the performance of wood materials cladding boards, causes light-duty wooden to be cut
Power wall loses lateral resistant ability, has had a strong impact on the stability in the large of body of wall.Further, in body of wall manufacturing process,
Owing to the nail back gauge of two cladding boards joints is too small, often nail is followed closely askew so that nail is from wall column
One skew back is gone out so that can not form an effective nail and connect.
Therefore, for the defect of the cladding boards edge nail node of existing wood shear wall, how one is provided
Planting node stability high, the light-duty wooden shear wall that lateral loading ability is strong is that those skilled in the art need badly
Solve the technical problem that.
Utility model content
This utility model provides a kind of light-duty wooden shear wall, is used for solving existing light-duty wooden shearing
When wall cladding boards nail connects, cladding boards edge nail node is easily destroyed, thus affects light-duty wooden shear wall
Stability in the large and the problem of lateral loading ability.
This utility model solves its technical problem and be the technical scheme is that
A kind of light-duty wooden shear wall, the cladding boards arranged including one_to_one corresponding and wall column, described clad can
Plate is vertical with described wall column is fixedly connected to form T-type structure, and wherein, adjacent two described cladding boards are along long
Degree direction holds out against the horizontal part forming described T-type structure, and adjacent two described wall columns dock in the width direction
Form the vertical component effect of described T-type structure, the abutment joint of adjacent two described cladding boards and adjacent two described walls
The abutment joint of bone post is correspondingly arranged up and down.
Further, the end of described cladding boards and the top of described wall column connect by nail is fixing, institute
State the nail vertical centrage setting along described wall column.
Further, the spacing between the described wall column edge that described nail and homonymy are arranged is that H, H are
15mm～18mm.
Further, connect by adhesive or nail are fixing between two adjacent described wall columns.
Further, described wall column is made by dimension stock.
Compared with prior art, the beneficial effects of the utility model are: the light-duty wood that this utility model provides
Structural shear wall, the cladding boards arranged including one_to_one corresponding and wall column, cladding boards is vertical with wall column fixes
Connecting and form T-type structure, wherein, adjacent two cladding boards hold out against the water forming T-type structure along its length
Flat portion, adjacent two wall columns dock the vertical component effect forming T-type structure, adjacent two clad cans in the width direction
The abutment joint of plate is correspondingly arranged up and down with the abutment joint of adjacent two wall columns.This light-duty wooden shear wall leads to
Cross and two pieces of wall columns are docked along width, thus be stitched together two wall columns are with original one
Individual wall column is compared, and increases the width of wall column, so that two pieces of cladding boards nail joints respectively are in two
On individual different wall column, increase the nail back gauge at cladding boards and wall column nail joint node, thus improve
Stability at nail joint node and lateral loading ability, it is ensured that the entirety of light-duty wooden shear wall body
Stability, good economy performance, safety is high.
Accompanying drawing explanation
Fig. 1 is the structural representation of light-duty wooden shear wall of the prior art；
Fig. 2 is the structural representation of the light-duty wooden shear wall in this utility model one embodiment.
In figure: 10-cladding boards；20-nail；30-wall column.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments a kind of light-duty wooden shear wall to the utility model proposes
It is described in further detail.According to description below, advantage of the present utility model and feature will be apparent from.
Hereinafter accompanying drawing be will be combined by cited embodiment, technology contents of the present utility model and spy described in detail
Levy.Need to additionally illustrate, accompanying drawing all uses the form simplified very much and all uses non-ratio accurately,
Only in order to purpose convenient, aid illustration this utility model embodiment lucidly.For sake of convenience, hereafter
Described in " on ", the upper and lower direction of D score and accompanying drawing consistent, but this can not become this practicality
The restriction of new technique scheme.
Embodiment one
As in figure 2 it is shown, a kind of light-duty wooden shear wall, cladding boards 10 He arranged including one_to_one corresponding
Wall column 30, cladding boards 10 is vertical with wall column 30 is fixedly connected to form T-type structure, wherein, adjacent
Two cladding boards 10 hold out against the horizontal part forming T-type structure, adjacent two wall columns 30 along its length
Docking forms the vertical component effect of T-type structure in the width direction, and the abutment joint of adjacent two cladding boards 10 is with adjacent
The abutment joint of two wall columns 30 is correspondingly arranged up and down and i.e. flushes.
Specifically, the present embodiment is the improvement to existing light-duty wooden shear wall and perfect.This enforcement
By two pieces of wall columns 30 are docked along width in example, thus be stitched together two wall columns
30 width increasing wall column 30, so that two pieces of cladding boards 30 nail joints respectively are in two pieces not
On same wall column 30, increase the nail back gauge at cladding boards 10 and wall column 30 nail joint node, thus
Improve the stability at nail joint node and lateral loading ability, it is ensured that light-duty wooden shear wall body
Stability in the large.
Preferably, the end of cladding boards 10 and the top of wall column 30 connect by nail 20 is fixing, nail
Son 20 is arranged along the vertical centrage of wall column 30, which not only adds two pieces of cladding boards 10 and connects
Place nail joint node at nail back gauge, and avoid because of nail 20 follow closely askew time, nail 20 is from wall column
One skew back of 30 is gone out, so that form an effective nail between cladding boards 10 and wall column 30 even
Connect.
Especially, as in figure 2 it is shown, in order to avoid the nail joint node between cladding boards 10 and wall column 30
Destroy because bearing earthquake or the lateral load of wind generation, improve the whole of light-duty wooden shear wall body
Body stability, the spacing between wall column 30 edge that nail 20 and homonymy are arranged be H, H be 15mm
～18mm.
It is preferred that for the convenience drawn materials and install, pass through gluing between two adjacent wall columns 30
Agent or the fixing connection of nail.
Especially, it is contemplated that light-duty wooden shear wall not only acts as transmission vertical load to the effect of ground,
It is also required to provide stronger limit lateral capacity, in the present embodiment, wall column 30 is made by dimension stock.
In sum, the light-duty wooden shear wall that this utility model provides, by by two pieces of wall columns 30
Dock along width, thus be stitched together two pieces of wall columns 30 increase the width of wall column 30,
So that two pieces of cladding boards 10 can distinguish nail joint on two different wall columns 30, increase
Nail back gauge at cladding boards 10 and wall column 30 nail joint node, thus improve the stability at nail joint node
And lateral resistant ability, it is ensured that the stability in the large of light-duty wooden shear wall body, good economy performance, safety
Property high.
Foregoing description is only the description to this utility model preferred embodiment, not to this utility model scope
Any restriction, any change that the those of ordinary skill in this utility model field does according to the disclosure above content
More, modify, belong to the protection domain of claims.
Claims (5)
1. a light-duty wooden shear wall, it is characterised in that include cladding boards and wall bone that one_to_one corresponding arranges
Post, described cladding boards is vertical with described wall column is fixedly connected to form T-type structure, wherein, adjacent two
Described cladding boards holds out against the horizontal part forming described T-type structure, adjacent two described wall bones along its length
Post docks the vertical component effect forming described T-type structure, the docking of adjacent two described cladding boards in the width direction
Seam is correspondingly arranged up and down with the abutment joint of adjacent two described wall columns.
Light-duty wooden shear wall the most according to claim 1, it is characterised in that the end of described cladding boards
The top of portion and described wall column connects by nail is fixing, and described nail is vertical along described wall column
Centrage is arranged.
Light-duty wooden shear wall the most according to claim 2, it is characterised in that described nail and homonymy
Arrange described wall column edge between spacing be H, H be 15mm～18mm.
Light-duty wooden shear wall the most according to claim 1, it is characterised in that described in adjacent two
Connect by adhesive or nail are fixing between wall column.
5. according to the light-duty wooden shear wall described in any one of Claims 1-4, it is characterised in that described
Wall column is made by dimension stock.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620008623.8U CN205475864U (en) | 2016-01-05 | 2016-01-05 | Light -duty timber structure shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620008623.8U CN205475864U (en) | 2016-01-05 | 2016-01-05 | Light -duty timber structure shear force wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205475864U true CN205475864U (en) | 2016-08-17 |
Family
ID=56663887
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620008623.8U Active CN205475864U (en) | 2016-01-05 | 2016-01-05 | Light -duty timber structure shear force wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205475864U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110469002A (en) * | 2019-07-03 | 2019-11-19 | 扬州工业职业技术学院 | The production method of wooden peg welding shear wall |
| CN113482395A (en) * | 2021-08-17 | 2021-10-08 | 上海市建筑科学研究院有限公司 | Structure and method for reinforcing shear wall with light wood structure |
-
2016
- 2016-01-05 CN CN201620008623.8U patent/CN205475864U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110469002A (en) * | 2019-07-03 | 2019-11-19 | 扬州工业职业技术学院 | The production method of wooden peg welding shear wall |
| CN113482395A (en) * | 2021-08-17 | 2021-10-08 | 上海市建筑科学研究院有限公司 | Structure and method for reinforcing shear wall with light wood structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206052956U (en) | A kind of H types cantilever beam-column splicing construction | |
| CN208267101U (en) | A kind of half packet Combined concrete frame structure of corrugated web I-steel | |
| CN103669570B (en) | A kind of novel shake easily repairs steel hetermorphiscal column-prestressing force center support afterwards | |
| CN205475864U (en) | Light -duty timber structure shear force wall | |
| CN206205266U (en) | A kind of Self-resetting viscoplasticity energy dissipating girder steel | |
| CN103669594B (en) | Steel Framed Structure with Special-Shaped Columns node is easily repaired after a kind of shake | |
| CN107190848A (en) | A kind of wooden Mixed Architecture of assembled steel and its construction method | |
| CN203334436U (en) | Novel dog-bone type beam column joint | |
| CN204920202U (en) | Primary and secondary girder construction with cassette | |
| CN208023723U (en) | A kind of semi-rigid double web timber structure nodes of assembled | |
| KR20120078108A (en) | A device for coupling beam on column | |
| CN109629762A (en) | The cross foot joint of recoverable function after a kind of shake of additional anti-side coupling beam | |
| JP2007321499A (en) | Reinforcing device of wooden framework house | |
| CN204456499U (en) | The housing construction of a kind of antidetonation fire preventing steel structure | |
| CN103669722B (en) | Steel Framed Structure with Special-Shaped Columns suspension column is easily repaired after a kind of shake | |
| CN203947591U (en) | A kind of steel structure connecting member | |
| CN203821630U (en) | Two-sided connection type low yield point steel plate shear wall | |
| CN215053926U (en) | Energy-consuming type angle brace for glued wood beam column structure | |
| CN206941834U (en) | A kind of steel structure node for preventing lateral bucking | |
| CN108060719A (en) | More, high-rise wood/bamboo frame structure core column type node | |
| CN104790562A (en) | Steel frame inner filling wood shear wall structure connected through steel implanting plate | |
| CN206418842U (en) | Replaceable double ranks surrender power consumption steel coupling beam applied to Coupled Shear Wall structure | |
| CN205577143U (en) | Steel wood mixes antidetonation wall with shake back from reset function | |
| CN113175084A (en) | Wood structure assembled self-tapping screw and bolt combination node | |
| CN204551806U (en) | Graving piece matter shear wall structure in a kind of steel frame adopting bar planting to connect |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |