CN209277325U

CN209277325U - A kind of Unit three interlocks the steel and wood composite wall of oblique rollering steel band reinforcing

Info

Publication number: CN209277325U
Application number: CN201821984730.XU
Authority: CN
Inventors: 李静; 王斯雅; 李泽玉; 朱睿懋; 何俊; 林杨胜
Original assignee: South China University of Technology SCUT
Current assignee: South China University of Technology SCUT
Priority date: 2018-11-28
Filing date: 2018-11-28
Publication date: 2019-08-20
Anticipated expiration: 2028-11-28

Abstract

Interlock the steel and wood composite wall of oblique rollering steel band reinforcing the utility model proposes one kind Unit three comprising oblique steel band, Wallboard-framework, covering plank and stalk；The Wallboard-framework includes crossbeam and stringer, and stringer is symmetrically distributed in crossbeam two sides and perpendicular to crossbeam；The covering plank is arranged in Wallboard-framework two sides；The stalk is filled in the cavity that covering plank and wall skeleton are encircled into；Either side in the two sides of crossbeam includes four the first stringers and several second stringers, and all stringers are each perpendicular to crossbeam, and stringer interval is arranged and is parallel to each other, and first stringer is staggered with the second stringer；Wall skeleton is divided into three units by four the first stringers of crossbeam either side, i.e., is a unit between two neighboring first stringer, and three units alternatelies of wall skeleton are equipped with oblique steel band, and oblique steel band is connect with the first stringer of place unit.Inside wooden frame by using longitudinal and cross beam to be formed can reach enough structural strengths while reducing consumption of wood as primary structure member and in the two sides of wooden frame covering covering plank.

Description

A kind of Unit three interlocks the steel and wood composite wall of oblique rollering steel band reinforcing

Technical field

The utility model belongs to technical field of buildings, is related to a kind of Unit three and interlocks the steel and wood composite wall of oblique rollering steel band reinforcing Body.

Background technique

The structure type of cold formed steel structure house is derived from Light Wooden-structure Residence.To improve traditional timber structure wood Amount is big but fails to give full play to the situation of wood performance, complies with the trend that protection environment economizes on resources, and makes up the light-duty wood knot of tradition Building builds that the existing for example number of plies is lower, the lesser disadvantage of construction area, one kind using light gauge cold-formed steel shape as wall skeleton, with Plank is applied in cold formed steel structure building systems in large quantities as the steel and wood composite wall of shingle nail, and in structure In mainly play load-bearing, go along with sb. to guard him.In steel and wood composite wallboard, the shingle nail being made of plank be not only it is main heat preservation, every Heat, sound-insulation member, and it is resistant to the main member in shear memory of the horizontal forces such as wind load, horizontal earthquake action.Therefore, to composition steel The wooden wallboard of the wooden assembled wall optimizes and improvement has great importance.

Currently, the domestic construction technology for mostly using the steel and wood composite wall introduced from North America, the technical requirements are existing in construction Two pieces of planks contour with floor are fixed on the two sides of fashioned iron wall skeleton by field, and use screw by plank edge and section steel flange Connection.Main problem existing for this common metope plank has:

1. the volume of clad can plank is larger, it is unfavorable for transport and the installation of construction site, increases transportation cost, construction Cost and construction time；

2. the installation of clad can plank is needed using a large amount of screws, working procedure is cumbersome, and construction period is longer, reduces and applies Work speed and efficiency；

3. the heat preservation for the hollow wall that clad can plank and fashioned iron are constituted, sound insulation, fire protecting performance are poor；

4. the contribution in clad can boarding is smaller, wood performance utilization rate is lower；

In recent years, domestic scholars had carried out certain research for the wooden wallboard for constituting steel and wood composite wall, proposed one A little novel wooden wallboards.But existing Novel wooden wallboard there are still anti-seismic performances poor, the disadvantage of shear-carrying capacity deficiency.

Utility model content

The purpose of this utility model is in view of the above shortcomings of the prior art, to provide one kind convenient for construction, make full use of material Material, it is lower-cost that there is good heat insulating effect and the stronger Novel steel wood assembled wall of bearing capacity.

Technical solution used by the utility model is as follows.

A kind of Unit three interlocks the steel and wood composite wall of oblique rollering steel band reinforcing comprising oblique steel band, Wallboard-framework, covering wood Plate and stalk；The Wallboard-framework includes crossbeam and stringer, and stringer is symmetrically distributed in crossbeam two sides and perpendicular to crossbeam；It is described Covering plank is arranged in Wallboard-framework two sides；The stalk is filled in the cavity that covering plank and wall skeleton are encircled into；? Either side in the two sides of crossbeam includes four the first stringers and several second stringers, and all stringers are each perpendicular to crossbeam, Stringer interval is arranged and is parallel to each other, and first stringer is staggered with the second stringer；Wall skeleton is by crossbeam either side Four the first stringers be divided into three units, i.e., between two neighboring first stringer be a unit, three of wall skeleton Units alternately is equipped with oblique steel band, and oblique steel band is connect with the first stringer of place unit.

Further, corresponding three units in crossbeam two sides are alternately equipped with oblique steel band.

Further, the crossbeam and stringer are wood materials, and the crossbeam is connected with stringer by wood screw.

Further, the crossbeam includes from top to bottom being set in parallel in the first crossbeam of same perpendicular and two Second cross beam.

Further, first stringer and the second stringer equal length, the first stringer are wider than the second stringer；First crossbeam With second cross beam equal length, first crossbeam is wider than second cross beam.

Further, the stalk is handled by fireproof coating fire prevention.

Further, the lower end of all stringers exceeds second cross beam；The upper end of all stringers is less than the first cross Beam.

Further, the distance on all stringer tip edge to the first crossbeam tops is equal.

Further, wooden frame need to be polished off certain thickness in stringer and oblique steel band junction, with guarantee Wallboard-framework with Covering plank is close to.

Compared with prior art, the utility model has the following beneficial effects:

1. being covered by the inside wooden frame of using longitudinal and cross beam to be formed as primary structure member and being covered in the two sides of wooden frame Skin plank can reach enough structural strengths while reducing consumption of wood.

2. the additional staggeredly steel band connection of the wall that plank is formed, makes whole lateral resistance be significantly improved.

3. facilitating the installation of steel band on wallboard while guaranteeing lateral resistance using three steel splitting bands.

4. convex beam and recessed beam is respectively set in the wooden wallboard top and bottom end so that can be fitted into up and down between the wooden wallboard, prevent by Occurs the excessive horizontal changing of the relative positions in face when horizontal loading, between plank and plank.

5. the utility model lighter weight, small volume effectively drop by the way that the plank of monolith is split as several pieces of platelets Low transport difficulty and transportation cost；In addition, the utility model can fully rely on minority under conditions of no heavy mechanical equipment Manpower Fast Installation reduces installation difficulty.

6. recessed beam is embedded with one layer of rubber, the problem that the wooden wallboard can not be fitted into caused by can effectively prevent because of production error Occur, reduces difficulty of processing and the requirement to machining accuracy.In addition, rubber layer can effectively avoid sending out because of stress raisers Raw damage, while certain seismic energy dissipation is haved the function that by the deformation of itself.

Environment-friendly materials -- stalk is filled with inside the utility model between wooden frame, therefore more solid plank has better guarantor Warm soundproof effect and seismic energy dissipation effect.

Detailed description of the invention

Fig. 1 is the inside wooden frame schematic front view of embodiment.

Fig. 2 is the inside wooden frame schematic rear view of embodiment.

Fig. 3 is the inside wooden frame schematic top plan view of embodiment.

Fig. 4 is the assembled wall schematic top plan view of embodiment.

Fig. 5 is the assembled wall assembly schematic diagram of embodiment.

In figure: the first stringer of 1-；The second stringer of 2-；3- first crossbeam；4- second cross beam；The oblique steel band of 5-；6- covering plank； 7- stalk.

Specific embodiment

The utility model is described in detail with reference to the accompanying drawings and detailed description, embodiment is not gone to live in the household of one's in-laws on getting married one by one herein It states, but the applicability of the utility model is not limited to following embodiment.

As shown in Figure 1 to Figure 3, a kind of Unit three interlocks the steel and wood composite wall of oblique rollering steel band reinforcing, including steel band, wallboard Skeleton, the covering plank 6 and stalk 7 for being attached to the Wallboard-framework two sides；The Wallboard-framework include wooden crossbeam and Stringer；Filled with the stalk 7 by fireproof coating fire prevention processing in the cavity that the covering plank 6 is surrounded with wall skeleton；Institute It states and has been cross-linked oblique steel band 5 between the stringer of Wallboard-framework.Wall skeleton is drawn by four the first stringers of crossbeam either side It is divided into three units, i.e., is a unit between two neighboring first stringer, three units alternatelies of wall skeleton is equipped with oblique steel Band, oblique steel band are connect with the first stringer of place unit.

The Wallboard-framework includes from top to bottom being set in parallel in the first crossbeam 3 of same perpendicular and two second Crossbeam 4, the first crossbeam 3 and the two sides of the length direction of second cross beam 4 symmetrically it is vertical it is parallel be connected with it is several First stringer 1 and the second stringer 2, between first stringer 1 and the setting of the second stringer 2 interval and the first adjacent stringer 1 It is cross-linked the oblique steel band 5 of 45 degree of angles.

As shown in Figure 1, plank skeleton includes the first stringer 1 that eight sectional dimensions are 100mm x 20mm, six roots of sensation section The second stringer 2 having a size of 50mm x 20mm, the first crossbeam 3 that a sectional dimension is 50mm x 45mm, two section rulers The very little second cross beam 4 for 25mm x 45mm.The one side of plank skeleton is interlocked by four first stringers 1 and three second stringers 2 It rearranges, while diagonally connecting oblique steel band 5, the arrangement of another side stringer and the one side in intermediate two first stringers 1 It is full symmetric, while the oblique steel band 5 of diagonally connection between the first stringer 1 of two sides respectively.The oblique steel band 5 is distributed in Crossbeam side, the oblique steel band 5 of the other side on the interval of oblique steel band 5 over there without being arranged, as shown in Figure 2.

It is connected by wood screw between first stringer 1, the second stringer 2, first crossbeam 3 and second cross beam 4, the first stringer By rivet interlacement between 1 and oblique steel band 5, wall skeleton as shown in Figure 1 is constituted.

In the production process, wooden frame need to be polished off certain thickness in wooden frame and oblique 5 junction of steel band, to guarantee wallboard bone Frame is close to covering plank 6.

As shown in figure 3, further including for filling the stalk by fire prevention processing between framework beam in addition to wall skeleton 7, it is attached to the covering plank 6 of the 5mm thickness of the wooden Wallboard-framework two sides, collectively constitutes a length of 1800mm, width is the structural body of 625mm System.

When construction and installation, as shown in figure 4, the lower end of stringer exceeds second cross beam 4, to be formed in plank lower end certain Recessed beam, and the upper end of stringer is less than first crossbeam 3, to form convex beam in plank upper end.The recessed beam surface is embedded with one layer Rubber.In construction and installation, low layer wood wallboard is first formed by guide rail by fashioned iron column and is embedded into type steel skeleton from top In, then second block of wooden wallboard be embedded in type steel skeleton in the same way, the recessed beam between two blocks of wooden wallboards by having been formed It is docked with convex beam, the horizontal line for being overlapped the edge of two wooden wallboard junctions.Third block plate is similar, ultimately forms by three Block board group at the wooden assembled wall.

In the present embodiment, filling has the process of heat preservation, heat-insulated, sound insulation and buffering energy consumption effect anti-between three crossbeams The stalk 7 of fire processing, for improving the heat preservation of this combination plank, heat-insulated, sound insulation value.

The above embodiments of the present invention is merely examples for clearly illustrating the present invention, and is not pair The restriction of the embodiments of the present invention.To those of ordinary skill in the art, may be used also on the basis of the above description To make other variations or changes in different ways.There is no necessity and possibility to exhaust all the enbodiments.It is all this Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model Within scope of protection of the claims.

Claims

The steel and wood composite wall of oblique rollering steel band reinforcing 1. a kind of Unit three interlock, it is characterised in that: including oblique steel band, wallboard bone Frame, covering plank and stalk；The Wallboard-framework includes crossbeam and stringer, stringer be symmetrically distributed in crossbeam two sides and perpendicular to Crossbeam；The covering plank is arranged in Wallboard-framework two sides；The stalk is filled in what covering plank was encircled into wall skeleton In cavity；Either side in the two sides of crossbeam includes four the first stringers and several second stringers, and all stringers hang down Directly in crossbeam, stringer interval is arranged and is parallel to each other, and first stringer is staggered with the second stringer；Wall skeleton is by crossbeam Four the first stringers of either side are divided into three units, i.e., are a unit, wall bone between two neighboring first stringer Three units alternatelies of frame are equipped with oblique steel band, and oblique steel band is connect with the first stringer of place unit.
The steel and wood composite wall that oblique rollering steel band is reinforced 2. a kind of Unit three according to claim 1 interlocks, it is characterised in that: Corresponding three units in crossbeam two sides are alternately equipped with oblique steel band.
The steel and wood composite wall that oblique rollering steel band is reinforced 3. a kind of Unit three according to claim 1 interlocks, it is characterised in that: The crossbeam and stringer are wood materials, and the crossbeam is connected with stringer by wood screw.
The steel and wood composite wall that oblique rollering steel band is reinforced 4. a kind of Unit three according to claim 1 interlocks, it is characterised in that: The crossbeam includes from top to bottom being set in parallel in the first crossbeam of same perpendicular and two second cross beams.
The steel and wood composite wall that oblique rollering steel band is reinforced 5. a kind of Unit three according to claim 1 interlocks, it is characterised in that: First stringer and the second stringer equal length, the first stringer are wider than the second stringer；First crossbeam and second cross beam length phase Deng first crossbeam is wider than second cross beam.
The steel and wood composite wall that oblique rollering steel band is reinforced 6. a kind of Unit three according to claim 1 interlocks, it is characterised in that: The stalk is handled by fireproof coating fire prevention.
The steel and wood composite wall that oblique rollering steel band is reinforced 7. a kind of Unit three according to claim 1 interlocks, it is characterised in that: The lower end of all stringers exceeds second cross beam；The upper end of all stringers is less than first crossbeam.
The steel and wood composite wall that oblique rollering steel band is reinforced 8. a kind of Unit three according to claim 1 interlocks, it is characterised in that: The distance on all stringer tip edge to the first crossbeam tops is equal.