CN203307963U - Wood frame shear wall body - Google Patents
Wood frame shear wall body Download PDFInfo
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- CN203307963U CN203307963U CN2013203329399U CN201320332939U CN203307963U CN 203307963 U CN203307963 U CN 203307963U CN 2013203329399 U CN2013203329399 U CN 2013203329399U CN 201320332939 U CN201320332939 U CN 201320332939U CN 203307963 U CN203307963 U CN 203307963U
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- shear wall
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Abstract
The utility model discloses a wood frame shear wall body, comprising a wood frame column, a wood frame beam, a wood base structure plate, a top beam plate, a bottom beam plate, stud columns and a plaster board, wherein the wood base structure plate is arranged in the middle of the wall body; the plurality of stud columns are respectively arranged between the top beam plate and the bottom beam plate to form a stud frame; the stud frame is symmetrically arranged at two sides of the wood base structure plate; the periphery of the stud frame is connected with the wood frame beam and the wood frame column by bolt bars; the plaster board is arranged at the outer side of the stud frame, and the edge of the plaster board is flush with the outer side of the stud frame. By adopting the wood frame shear wall body, a wall panel and the stud columns can form a whole body; the wood frame shear wall body is large in lateral stiffness, good in ductility, and high in lateral resistant ability and energy-dissipating capacity; achievement of breakthrough of a timber architecture in the height and the span is facilitated. The wood frame shear wall body disclosed by the utility model is wide in application prospect; the lateral performance of the overall structure can be significantly improved in multi-story and middle and high-rise wood frame structure buildings.
Description
Technical field
The utility model belongs to the timber engineering technical field, is specifically related to a kind of novel wood-frame shear wall body.
Background technology
Wooden frame structure mostly is the low-rise building of 1～3 layer at present, and along with the expansion of population growth, construction land minimizing and wooden construction range of application, timber buildings on the middle and senior level becomes the focus of development gradually.Timber buildings on the middle and senior level is compared to traditional form of structure, employing be the form of construction work of member prefabrication on-site consolidation, can complete more efficiently, fast, easily the construction and installation in house.Timber buildings after completing has low-carbon environment-friendly, green comfortable premium properties, can ensure comfortableness and safety that people live, very important and necessary.
In the wood frame construction house, the node bending rigidity is less, and wooden frame post itself is gentleer, therefore moderate finite deformation easily occurs under lateral forces.Main anti-side member in the cork wood structural building is wooden shear wall, shingle nail often is arranged in the outside of whole body of wall as main bearing member, when bearing horizontal force action, sliding deformation easily occurs along splicing place in shingle nail, the panel nail can engender the breakoff phenomenon such as cuts off, extract, so that shingle nail can monoblock breaks away from wall column and makes the wall body structure supporting capacity of scattering and disappearing.
Compared to concrete structure and steel work, the anti-side rigidity of timber buildings is weak, distortion is larger, thereby people are normally used and live and can cause very large puzzlement.Yet in the wooden frame framework, incorporating wooden shear wall can greatly increase integrally-built anti-side rigidity and intensity.In view of the intrinsic good ductility of wooden construction, the application of wood-frame shear wall structure can make building structure integral body reach intensity, rigidity and ductility balance.
The utility model content
The purpose of this utility model is the deficiency of anti-seismic performance in order to overcome wooden frame and wooden shear wall and to use separately, a kind of novel wood-frame shear wall body is provided, make wooden frame and wooden shear wall can form an integral body, effectively avoided the lateral buckling of shingle nail, give full play to both lateral resistant abilities, realize the effective integration of rigidity, intensity, ductility, help to realize the breakthrough of timber buildings on height and span.
The technical solution adopted in the utility model is: a kind of wood-frame shear wall body, comprise the wooden frame trestle, wooden frame is set a roof beam in place, wood structure panel, raising-plate, the bottom girder plate, wall column and gypsum plank, described wood structure panel is arranged in the middle of body of wall, described wall column is many, be arranged at respectively between raising-plate and bottom girder plate and form wall bone framework, wall bone framework is arranged symmetrically in the both sides of wood structure panel, and surrounding and wooden frame are set a roof beam in place, the wooden frame trestle adopts shank of bolt to connect, described gypsum plank is arranged on the outside of wall bone framework, and edge is concordant with the wall bone framework outside, described wooden frame trestle and the wooden frame type of attachment of setting a roof beam in place is that bolt is connected.
As preferably, described wall column spacing is 400-600mm.
As preferably, described wall bone framework is fixedly connected with by nail with wood structure panel, and the length of nail is 70-90mm, and the nail spacing is less than or equal to 200mm.
As preferably, described wall bone framework surrounding and wooden frame is set a roof beam in place, the connecting bolt shank diameter between the wooden frame trestle is less than or equal to 12mm, pitch of bolts is 400-600mm.
As preferably, between the upper and lower edge of described wood structure panel and wall bone framework, reserve a determining deviation, spacing is 10mm-15mm.
As preferably, described wall column is material grade Vc or its above dimension stock, and described raising-plate and bottom girder plate are material grade II c level or its above dimension stock.
As preferably, described wood structure panel is structural plywood or oriented wood chipboard.
As preferably, described wood structure panel thickness is more than or equal to 9.5mm.
As preferably, described gypsum plank thickness is more than or equal to 12mm.
As preferably, described wood structure panel, wall column, raising-plate and bottom girder plate adopt moisture content to be less than or equal to 20% material.
The utility model be take dimension stock and is wall bone framework, and the wood structure panel of take is main lateral resistant member, and the gypsum plank of take is main fire retarding component, and the three connects to form wooden shear wall sheet by nail.The timber compoment of take is Vierendeel girder and frame column, and framework and wooden shear wall sheet form the wood-frame shear wall body with bolt.The utility model adopts the method that wood structure panel is mid-, and the both sides folder prevents its lateral buckling with wall bone framework, and fire-resistant gypsum panel is mixed to guarantee the fire resistance of body of wall in the wall bone framework outside.Shank of bolt is connected and fixed wall bone framework and wooden frame beam column, guarantees the formation efficient integral of wooden shear wall sheet and wooden frame.
The beneficial effects of the utility model are: wood-frame shear wall body lateral strength of the present utility model and rigidity are high, and ductility and energy dissipation capacity are preferably arranged; Avoided common breakoff phenomenon in common cork wood shear wall; Meet the fire safety requirement of timber buildings; But product both can carry out also Assembling of assembling production in factory, and quality is good and precision is high.The utility model wood-frame shear wall body application prospect is extensive, in multilayer and wood frame construction on the middle and senior level building, can significantly promote integrally-built lateral resistance
The accompanying drawing explanation
Fig. 1 is the utility model wood-frame shear wall body example structure schematic diagram;
Fig. 2 is A-A sectional view in Fig. 1;
Fig. 3 is the utility model embodiment wall bone frame construction schematic diagram;
Fig. 4 is that in Fig. 1, the B place is end wall column and wooden frame trestle junction enlarged diagram;
Fig. 5 is that in Fig. 1, the C place is the bottom girder plate and the enlarged diagram that is connected on lower beam or basis;
Fig. 6 is that in Fig. 1, the D place is that raising-plate is set a roof beam in place and is connected enlarged diagram with the top wooden frame.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described further.
As shown in Fig. 1-6: a kind of wood-frame shear wall body, comprise that wooden frame trestle 1, wooden frame set a roof beam in place 2, wood structure panel 3, raising-plate 4, bottom girder plate 5, wall column 6 and gypsum plank 7, described wood structure panel 3 is arranged in the middle of body of wall, described wall column 6 is many, be arranged at respectively between raising-plate 4 and bottom girder plate 5 and form wall bone framework, wall bone framework is arranged symmetrically in the both sides of wood structure panel 3, and described gypsum plank 7 is arranged on the outside of wall bone framework, and edge is concordant with the wall bone framework outside.
Described wall column 6 spacings are 400-600mm.Described wall bone framework is fixedly connected with by nail with wood structure panel 3, and the length of nail is 70-90mm, and the nail spacing is less than or equal to 200mm.Wall bone framework and wooden frame trestle 1, the wooden frame 2 use shanks of bolt of setting a roof beam in place are connected and fixed, and the diameter of bolt is less than or equal to 12mm, and pitch of bolts is 400-600mm; Described gypsum plank 7 need complete and could seal after this connection.Described wood structure panel 3 and the reserved 10-15mm spacing in the upper and lower edge of wall bone framework, wood structure panel 3 both sides are concordant with it.Described wooden frame trestle 1 and wooden frame are set a roof beam in place and 2 are used the bolt type of attachment, require same qlue timber structurer.Described wall column 6 is material grade Vc or its above dimension stock, and described raising-plate and bottom girder plate are material grade II c level or its above dimension stock.Described wood structure panel 3 is structural plywood or oriented wood chipboard.Described wood structure panel 3 thickness are more than or equal to 9.5mm.Described gypsum plank 7 thickness are more than or equal to 12mm.Described wood structure panel 3, wall column 6, raising-plate 4 and bottom girder plate 6 adopt moisture content to be less than or equal to 20% material.
It should be pointed out that for those skilled in the art, under the prerequisite that does not break away from the utility model principle, can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.In the present embodiment not clear and definite each ingredient all available prior art realized.
Claims (10)
1. wood-frame shear wall body, it is characterized in that: comprise the wooden frame trestle, wooden frame is set a roof beam in place, wood structure panel, raising-plate, the bottom girder plate, wall column and gypsum plank, described wood structure panel is arranged in the middle of body of wall, described wall column is many, be arranged at respectively between raising-plate and bottom girder plate and form wall bone framework, wall bone framework is arranged symmetrically in the both sides of wood structure panel, and wall bone framework and described wooden frame are set a roof beam in place, the wooden frame trestle connects with shank of bolt, described gypsum plank is arranged on the outside of wall bone framework, and edge is concordant with the wall bone framework outside, described wooden frame trestle and wooden frame are set a roof beam in place and are fixed with bolts.
2. a kind of wood-frame shear wall body according to claim 1, it is characterized in that: described wall column spacing is 400-600mm.
3. a kind of wood-frame shear wall body according to claim 1, it is characterized in that: described wall bone framework is fixedly connected with by nail with wood structure panel, and it is 70-90mm that the length of nail is greater than, and the nail spacing is less than or equal to 200mm.
4. a kind of wood-frame shear wall body according to claim 1 is characterized in that: described wall bone framework surrounding and wooden frame is set a roof beam in place, the connecting bolt shank diameter between the wooden frame trestle is less than or equal to 12mm, pitch of bolts is 400-600mm.
5. a kind of wood-frame shear wall body according to claim 1 is characterized in that: a reserved determining deviation between the upper and lower edge of described wood structure panel and wall bone framework, spacing is 10mm-15mm.
6. a kind of wood-frame shear wall body according to claim 1 is characterized in that: described wall column is material grade Vc or its above dimension stock, and described raising-plate and bottom girder plate are material grade II c level or its above dimension stock.
7. a kind of wood-frame shear wall body according to claim 1, it is characterized in that: described wood structure panel is structural plywood or oriented wood chipboard.
8. a kind of wood-frame shear wall body according to claim 1, it is characterized in that: described wood structure panel thickness is more than or equal to 9.5mm.
9. a kind of wood-frame shear wall body according to claim 1, it is characterized in that: described gypsum plank thickness is more than or equal to 12mm.
10. a kind of wood-frame shear wall body according to claim 1 is characterized in that: described wood structure panel, wall column, raising-plate and bottom girder plate adopt moisture content to be less than or equal to 20% material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203329399U CN203307963U (en) | 2013-06-08 | 2013-06-08 | Wood frame shear wall body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203329399U CN203307963U (en) | 2013-06-08 | 2013-06-08 | Wood frame shear wall body |
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| Publication Number | Publication Date |
|---|---|
| CN203307963U true CN203307963U (en) | 2013-11-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013203329399U Expired - Fee Related CN203307963U (en) | 2013-06-08 | 2013-06-08 | Wood frame shear wall body |
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| CN (1) | CN203307963U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266688A (en) * | 2013-06-08 | 2013-08-28 | 南京工业大学 | Wood frame shear wall |
| CN105971114A (en) * | 2016-05-26 | 2016-09-28 | 沈阳建筑大学 | wallboardrvation and sound insulation bearing wood wall board and construction method of T-shaped wall |
| CN106592825A (en) * | 2016-12-22 | 2017-04-26 | 湖北福汉木业有限公司 | Assembly type wood frame energy-saving shear wall |
-
2013
- 2013-06-08 CN CN2013203329399U patent/CN203307963U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266688A (en) * | 2013-06-08 | 2013-08-28 | 南京工业大学 | Wood frame shear wall |
| CN103266688B (en) * | 2013-06-08 | 2015-10-28 | 南京工业大学 | A kind of wood frame shear wall |
| CN105971114A (en) * | 2016-05-26 | 2016-09-28 | 沈阳建筑大学 | wallboardrvation and sound insulation bearing wood wall board and construction method of T-shaped wall |
| CN105971114B (en) * | 2016-05-26 | 2019-03-22 | 沈阳建筑大学 | Modularization thermal insulation sound insulation load-bearing wood wallboard and T shape wall method of construction |
| CN106592825A (en) * | 2016-12-22 | 2017-04-26 | 湖北福汉木业有限公司 | Assembly type wood frame energy-saving shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131127 Termination date: 20160608 |
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| CF01 | Termination of patent right due to non-payment of annual fee |