CN207597693U - Board for wood frame seismic shear wall plate - Google Patents

Board for wood frame seismic shear wall plate Download PDF

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Publication number
CN207597693U
CN207597693U CN201721642080.6U CN201721642080U CN207597693U CN 207597693 U CN207597693 U CN 207597693U CN 201721642080 U CN201721642080 U CN 201721642080U CN 207597693 U CN207597693 U CN 207597693U
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CN
China
Prior art keywords
wooden
plate
shear wall
board
top plate
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.)
Withdrawn - After Issue
Application number
CN201721642080.6U
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Chinese (zh)
Inventor
张延年
杨森
樊旭峰
刘金升
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Shenyang Jianzhu University
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Shenyang Jianzhu University
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Priority to CN201721642080.6U priority Critical patent/CN207597693U/en
Application granted granted Critical
Publication of CN207597693U publication Critical patent/CN207597693U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Load-Bearing And Curtain Walls (AREA)

Abstract

The utility model belongs to technical field of buildings, more particularly, to a kind of board for wood frame seismic shear wall plate.Including timber apron, wooden top plate, wooden side plate, shearing resistance retainingf key, vertical strengthening ribs, cross reinforcing, angle steel fixed frame, air entrained concrete, support keel column and it is fastenedly connected rivet;The upper and lower end parts of board for wood frame seismic shear wall plate are respectively wooden top plate and timber apron, both side ends between wooden top plate and timber apron are wooden side plate respectively, timber apron, wooden top plate, wooden side plate surround wooden frame jointly, air entrained concrete is internally provided in wooden frame, support keel column is provided in air entrained concrete as support, is provided with vertical strengthening ribs, cross reinforcing carries out board for wood frame seismic shear wall plate preliminary connection and fixes;The beneficial effects of the utility model are that overall structure stability is good, and stress performance is good, light weight, laterally, can vertically undertake load, antidetonation;Can be prefabricated in factory modularization, simplify installation operation, accelerate assembling speed, improve industrialization degree.

Description

Board for wood frame seismic shear wall plate
Technical field
The utility model belongs to technical field of buildings, more particularly, to a kind of board for wood frame seismic shear wall plate.
Background technology
Light-duty wooden is one of most long-lived structure in existing building structure, using timber buildings, builds rubbish Rubbish problem will be solved very well, and timber release oxygen, solidified carbon dioxide.1 ton of timber is produced, discharges oxygen 1.62 Ton absorbs 1.82 tons of solidified carbon dioxide, and China's development timber buildings, timber, bamboo timber resource are abundant, area of woods, accumulation Sustainable growth.Area of woods has a net increase of 2054.30 ten thousand hectares, and national afforestation rate is increased to 20.36% by 18.21%, rises 2.15 percentage points, wildwood area, the apparent increase of accumulation.Existing 61,690,000 hectares of the timber plantation of China, ranks first in the world, Development prospect is fine.Be conducive to China's building using light-duty wooden, still, earthquake disaster has sudden and crushing, ground When shake occurs, ground vibration causes the earthquake response of structure.In order to avoid the generation of above-mentioned disaster, people must be to structural system Earthquake response controlled, and eliminate " amplifier " effect of structural system, protect agent structure and component in macroseism or big From destroying in wind, improve above-mentioned condition, but not only increase in this way by the way of concrete walls body thickness is increased in industry Concrete amount increases construction intensity and cost, and it is crucial that seismic force is directly proportional, the weight of dead weight to wall After increasing with thickness, the horizontal shear that earthquake generates also increases, therefore effect, that is, horizontal bearing of the anti-horizontal shear of wall Power is still undesirable, the edge member of traditional shear wall there are arrangement of reinforcement it is bigger than normal the problem of, the shear wall under seismic loading Ductility is insufficient, and energy dissipation capacity is poor, and design, construction are more complicated.
Utility model content
In order to solve above-mentioned technical problem, the utility model provides a kind of board for wood frame seismic shear wall plate, can In factory modularization Prefabrication, simplify installation operation, accelerate assembling speed, improve industrialization degree, there is stable structure Property it is good, stress performance is good, light weight, laterally, can vertically undertake load, antidetonation, and it is few that when earthquake absorbs seismic force, can subtract The earthquake response of few building structure.
The technical solution adopted in the utility model is:
A kind of board for wood frame seismic shear wall plate, including timber apron (1), wooden top plate (2), wooden side plate (3), shearing resistance retainingf key (4), vertical strengthening ribs (5), cross reinforcing (6), angle steel fixed frame (7), air entrained concrete (8), support keel column (9) and tight It is solidly connected rivet (10);
The upper and lower end parts of board for wood frame seismic shear wall plate are respectively wooden top plate (2) and timber apron (1), in wooden top plate (2) and Both side ends between timber apron (1) are wooden side plate (3) respectively, and timber apron (1), wooden top plate (2), wooden side plate (3) surround jointly Wooden frame, timber apron (1), wooden top plate (2) left and right ends reach the outer edge of wooden side plate (3), be internally provided in wooden frame plus Gas concrete (8) is provided with support keel column (9) in air entrained concrete (8) as support, is provided with vertical strengthening ribs (5), horizontal Preliminary connection is carried out to board for wood frame seismic shear wall plate to reinforcing rib (6) to fix, vertical strengthening ribs (5) are pushed up with timber apron (1), wood Plate (2) is connected by thread with nut, and cross reinforcing (6) is across shearing resistance retainingf key (4), support keel column (9) and wooden side Plate (3) is connected by thread with nut;Two shearing resistance retainingf keys (4) by be open it is opposite in a manner of or so be distributed in panel structure In;Board for wood frame seismic shear wall plate four corners setting angle steel fixed frame (7), for improving the intensity of panel structure and stabilization Property;Timber apron (1), wooden top plate (2) are connect, and be fastenedly connected rivet by being fastenedly connected rivet (10) with wooden side plate (3) (10) it is preferentially uniformly distributed.
Further, the angle steel fixed frame (7) is preferentially made using cold rolling Steel material punching press.
Further, the shearing resistance retainingf key (4) is preferentially made using stainless steel material.
Further, the timber apron (1), wooden top plate (2), the breadth-first of wooden side plate (3) are equal.
Further, the upper and lower and angle steel fixed frame (7) of the wooden side plate (3), support keel column (9) it is neat up and down It is flat.
The beneficial effects of the utility model:
The advantages of the utility model and advantageous effect are that overall structure stability is good, and stress performance is good, light weight, laterally, Load, antidetonation can vertically be undertaken;Can be prefabricated in factory modularization, simplify installation operation, accelerate assembling speed, improve Industrialization degree, good economical benefit significantly reduce construction cost, effectively reduce wallboard weight, effectively realize standard industrialization, carry High efficiency of assembling, reduces resource, energy consumption, avoids environmental pollution, and can be highly integrated, live work is greatly decreased Industry is constructed by series, makes it have good stress performance, and its own light weight, and it is few that when earthquake absorbs seismic force, energy Enough reduce building structure earthquake response, play a very good protection to building structure, with overall structure stability it is good, The advantages that simple, easy for installation is processed, it is very significant to the construction of building construction vibration control field, it disclosure satisfy that building structure Security protection requirement, protects the safety of life and property of the people, is worthy of popularization to greatest extent.
Description of the drawings
Fig. 1 is the utility model board for wood frame seismic shear wall plate schematic elevation view.
Fig. 2 is the A-A diagrammatic cross-sections of Fig. 1.
In figure:1 is timber apron;2 be wooden top plate;3 be wooden side plate;4 be shearing resistance retainingf key;5 be vertical strengthening ribs;6 be horizontal stroke To reinforcing rib;7 be angle steel fixed frame;8 be air entrained concrete;9 be support keel column;10 is are fastenedly connected rivet.
Specific embodiment
In order to further illustrate the utility model, the utility model is retouched in detail with reference to the accompanying drawings and embodiments It states, but they cannot be interpreted as to the restriction to scope of protection of the utility model.
Embodiment:As shown in Fig. 1~Fig. 2, a kind of board for wood frame seismic shear wall plate, including timber apron 1, wooden top plate 2, wooden side Plate 3, shearing resistance retainingf key 4, vertical strengthening ribs 5, cross reinforcing 6, angle steel fixed frame 7, air entrained concrete 8,9 and of support keel column It is fastenedly connected rivet 10;
The upper and lower end parts of board for wood frame seismic shear wall plate are respectively wooden top plate 2 and timber apron 1, in wooden top plate 2 and timber apron 1 Between both side ends be wooden side plate 3 respectively, timber apron 1, wooden top plate 2, wooden side plate 3 surround wooden frame, timber apron 1, Mu Ding jointly The left and right ends of plate 2 reach the outer edge of wooden side plate 3, and timber apron 1, wooden top plate 2, the breadth-first of wooden side plate 3 are equal;In wood Frame is internally provided with air entrained concrete 8, and the bending strength and breaking resistance of air entrained concrete 8 are excellent while light-weight, reduce Wallboard is conducted oneself with dignity, and substantially increases panel structure shock resistance;Support keel column 9 is provided in air entrained concrete 8 as support, if Be equipped with vertical strengthening ribs 5, cross reinforcing 6 carries out board for wood frame seismic shear wall plate preliminary connection and fixes, vertical strengthening ribs 5 with Timber apron 1, wooden top plate 2 connects by thread with nut, cross reinforcing 6 pass through shearing resistance retainingf key 4, support keel column 9 and Wooden side plate 3 is connected by thread with nut;The upper and lower and angle steel fixed frame 7 of wooden side plate 3, support keel column 9 it is neat up and down It is flat;Two shearing resistance retainingf keys 4 are preferentially made using stainless steel material, by be open it is opposite in a manner of or so be distributed in wallboard knot In structure;Board for wood frame seismic shear wall plate four corners setting angle steel fixed frame 7, for improving the intensity of panel structure and stabilization Property, angle steel fixed frame 7 is preferentially made using cold rolling Steel material punching press;Timber apron 1, wooden top plate 2 are by being fastenedly connected rivet 10 connect, and be fastenedly connected rivet 10 and be preferentially uniformly distributed with wooden side plate 3.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art For art personnel, under the premise of the utility model principle is not departed from, several improvements and modifications can also be made, these improve and Retouching also should be regarded as the scope of protection of the utility model.

Claims (5)

1. a kind of board for wood frame seismic shear wall plate, including timber apron (1), wooden top plate (2), wooden side plate (3), shearing resistance retainingf key (4), Vertical strengthening ribs (5), cross reinforcing (6), angle steel fixed frame (7), air entrained concrete (8), support keel column (9) and fastening connect Connect rivet (10), it is characterised in that:
The upper and lower end parts of board for wood frame seismic shear wall plate are respectively wooden top plate (2) and timber apron (1), in wooden top plate (2) and wooden bottom Both side ends between plate (1) are wooden side plate (3) respectively, and timber apron (1), wooden top plate (2), wooden side plate (3) surround wooden frame jointly, Timber apron (1), wooden top plate (2) left and right ends reach the outer edge of wooden side plate (3), be internally provided with aerating coagulation in wooden frame Native (8) are provided with support keel column (9) as support in air entrained concrete (8), are provided with vertical strengthening ribs (5), laterally strengthen Muscle (6) carries out board for wood frame seismic shear wall plate preliminary connection and fixes, vertical strengthening ribs (5) and timber apron (1), wooden top plate (2) It is connected by thread with nut, cross reinforcing (6) is across shearing resistance retainingf key (4), support keel column (9) and wooden side plate (3) It is connected by thread with nut;Two shearing resistance retainingf keys (4) by be open it is opposite in a manner of or so be distributed in panel structure; The angle steel fixed frame (7) of board for wood frame seismic shear wall plate four corners setting, for improving the strength and stability of panel structure;Wood Bottom plate (1), wooden top plate (2) are connect by being fastenedly connected rivet (10) with wooden side plate (3), and it is preferential to be fastenedly connected rivet (10) It is uniformly distributed.
2. board for wood frame seismic shear wall plate according to claim 1, it is characterised in that:The angle steel fixed frame (7) is excellent First it is made using cold rolling Steel material punching press.
3. board for wood frame seismic shear wall plate according to claim 1, it is characterised in that:The shearing resistance retainingf key (4) is excellent First it is made using stainless steel material.
4. board for wood frame seismic shear wall plate according to claim 1, it is characterised in that:The timber apron (1), wooden top plate (2), the breadth-first of wooden side plate (3) is equal.
5. board for wood frame seismic shear wall plate according to claim 1, it is characterised in that:Above and below the wooden side plate (3) It is up and down flushed with angle steel fixed frame (7), support keel column (9).
CN201721642080.6U 2017-11-30 2017-11-30 Board for wood frame seismic shear wall plate Withdrawn - After Issue CN207597693U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721642080.6U CN207597693U (en) 2017-11-30 2017-11-30 Board for wood frame seismic shear wall plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721642080.6U CN207597693U (en) 2017-11-30 2017-11-30 Board for wood frame seismic shear wall plate

Publications (1)

Publication Number Publication Date
CN207597693U true CN207597693U (en) 2018-07-10

Family

ID=62761971

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721642080.6U Withdrawn - After Issue CN207597693U (en) 2017-11-30 2017-11-30 Board for wood frame seismic shear wall plate

Country Status (1)

Country Link
CN (1) CN207597693U (en)

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AV01 Patent right actively abandoned

Granted publication date: 20180710

Effective date of abandoning: 20181130

AV01 Patent right actively abandoned