CN109138286A - A kind of wind resistance profiled sheet holder combination component - Google Patents
A kind of wind resistance profiled sheet holder combination component Download PDFInfo
- Publication number
- CN109138286A CN109138286A CN201710456763.0A CN201710456763A CN109138286A CN 109138286 A CN109138286 A CN 109138286A CN 201710456763 A CN201710456763 A CN 201710456763A CN 109138286 A CN109138286 A CN 109138286A
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- China
- Prior art keywords
- wind resistance
- bracket
- profiled sheet
- skewback
- sheet holder
- 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.)
- Pending
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 31
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 28
- 239000010959 steel Substances 0.000 claims abstract description 28
- 238000005452 bending Methods 0.000 claims description 9
- 239000002131 composite material Substances 0.000 claims description 3
- 238000005728 strengthening Methods 0.000 claims description 3
- 210000002435 tendon Anatomy 0.000 claims description 3
- 230000007704 transition Effects 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 5
- 230000008901 benefit Effects 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 7
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 5
- 238000012546 transfer Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 229920000742 Cotton Polymers 0.000 description 2
- 230000009471 action Effects 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000002708 enhancing effect Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 235000019687 Lamb Nutrition 0.000 description 1
- 230000004308 accommodation Effects 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000009738 saturating Methods 0.000 description 1
- 230000000192 social effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/35—Roofing slabs or stiff sheets comprising two or more layers, e.g. for insulation
- E04D3/351—Roofing slabs or stiff sheets comprising two or more layers, e.g. for insulation at least one of the layers being composed of insulating material, e.g. fibre or foam material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/36—Connecting; Fastening
- E04D3/3601—Connecting; Fastening of roof covering supported by the roof structure with interposition of a insulating layer
- E04D3/3603—Connecting; Fastening of roof covering supported by the roof structure with interposition of a insulating layer the fastening means being screws or nails
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/38—Devices for sealing spaces or joints between roof-covering elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The present invention relates to a kind of wind resistance profiled sheet holder combination components, including the multiple longitudinally convex reinforcing ribs (2) being arranged among steel plate (1) and steel plate, the bracket (3) to match with protruding reinforcing rib (2), the protruding reinforcing rib (2) is equipped with the buckling groove (21) to bend inwards, the buckling groove (21) is bent inwardly to hook, the bracket (3), which is equipped with to be bent outwardly, fastens hook (312), the fastening hook (312) is buckled in buckling groove (21), so that steel plate (1) is fixed on bracket (3).Compared with prior art, the present invention has many advantages, such as that wind loading rating is strong, wind resistance effect is good.
Description
Technical field
The invention belongs to building material technical fields, are specifically related to a kind of wind resistance profiled sheet holder combination component.
Background technique
With the development of China city integral level, people are to the beauty of Indoor environment, safety, peace and quiet, heat preservation, ventilative
It is required that it is also more and more common, therefore combined type roof board system is built in all types of industries, sport, amusement, exhibition center, retail supermarket etc.
Building in object also uses more and more.The existing roof structure of current this kind of building generallys use the roofing of inner support member structure
There is a flexible accommodation space between roof boarding and roofing and come sound insulation by filling cotton, insulation cotton and saturating in plate to obtain
Air film, and then meet the requirement of people.
In present light steel construction Roof system, in present light steel construction Roof system, hidden discount type Roof system is with it
Superior waterproof performance and convenient installation are widely used, and existing hidden discount series template, roof boarding is to pass through bracket
It is connected with roof purline, wherein roof boarding includes protrusion longitudinally disposed on panel and panel, and protrusion is in buckle
Fastening in groove-like, with bracket is hooked into capable clamping, so that roof boarding is rack-mount, roofing board ends are respectively male and female
Button design, is fastened and connected with adjacent roof panel.
It is the position among profiled sheet if Chinese patent application 01144484.3 discloses a kind of interconnection pressure type steel plate
Longitudinal direction sets multiple protruding reinforcing ribs, gusset piece is set in main bulged reinforcing rib, gusset piece is fixed on supporting purlin by fixing screws
On, the lower end of gusset piece is pressed in main bulged reinforcing rib two sides, and profiled sheet is fixed on supporting purlin.Its advantage is that: pass through
Profiled sheet is fixed on purlin by metal nail, gusset piece, is drilled without on profiled sheet, and profiled sheet waterproofness is improved
Can, service life.
But this hidden discount roof boarding template, in the very big region of wind load, wind suction is very big, plate is easy from branch
It is disengaged at frame and entire roof boarding is made to wreck, be to be stamped out at this kind of support fastening by stamping die come an osculum, by this
A osculum undertakes fastening left and right, but is limited due to stamping out the size come by construction, if punching is too many, is easy to wash open plate to split
Cause bearing capacity to weaken, rush it is small if, fasten depth very little again, cannot effectively get good fastenings and control, and roof boarding
Male and female rib shoulder rib it is gradient to bending angle because the material of hidden discount template is generally the material of 550 megapascal or more, if plate
When type forms, profile angle cannot be too small, too small to be easy to crack in bending part, once cracking, template cannot obtain effectively
It fastens, when strong wind comes, is easy to be blown afloat by strong wind, can also cause to corrode at cracking, reduce the service life of plate.Cause property
Loss even casualties.
Summary of the invention
It is strong, anti-that it is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide a kind of wind loading ratings
The good hidden discount shape steel plate holder combination component of wind effect.
The purpose of the present invention can be achieved through the following technical solutions: a kind of wind resistance profiled sheet holder combination component,
Including the multiple longitudinally convex reinforcing ribs being arranged among steel plate and steel plate, the bracket to match with protruding reinforcing rib, feature exists
In the protruding reinforcing rib is equipped with the buckling groove to bend inwards, which is bent inwardly to hook, and the branch is set up
It is bent outwardly fastening hook, which is buckled in buckling groove, thus by Interal fixation on bracket.
The protruding reinforcing rib includes top curve plate and arc panel two sides are set gradually the first skewback,
Two skewbacks and third skewback, wherein the first skewback is connect with the second skewback by buckling groove.
The buckling groove is inwardly protruding, groove is formed on the inside of upper part and the first skewback, in mounting bracket
It fastens and hooks button.
The buckling groove semicircular in shape shape.
The angle of first skewback and vertical plane less than the second skewback and vertical plane angle, described second
Skewback is directly connected to third skewback, and angle is greater than 90 degree and is less than 180 degree.
Described steel plate one end is male end, and the other end is female end, and when being spliced into roofing, the male end of steel plate is inserted into adjacent steel plate
Female end in fasten.
The female end is equipped with card slot, in the described male end top insertion card slot, and upwardly extends along female end inner wall and curved
Folding forms the buckle to match with card slot card slot.
The female terminal structure is identical as the protruding reinforcing rib, and disconnects below its end buckling groove and form female end
Card slot, male end substructure lower part identical as the protruding reinforcing rib is identical, the male end substructure with it is described
Female terminal structure splicing gained composite structure it is identical as protruding reinforcing rib.
The bracket includes the fastener fastened with roof boarding, and the fastener includes and frame bottom and roof boarding button
The fastening hook of conjunction and connecting bracket bottom and the rack side wall for fastening hook.
The frame bottom is connect with the rack side wall transition arc of its two sides, and the rack side wall top of two sides is inwardly prolonged
It stretches in ramped shaped, the fastening hook is that the hook to be formed is flipped outward along rack side wall, is equipped with and adds along the inside of rack side wall
Strengthening tendons, the trapezoidal shape in reinforcing rib section.
The radius of the radian of the bending part of protruding reinforcing rib is increased and (forms buckling groove) by the present invention, and changes rib of slab two sides
Side bending shape, to reach better power transmission road, the rib of slab of diameter bending-type is brighter by the displacement transfer under wind action
Really, deform rib of slab in bracket, in this way, the wind loading rating of the plate will greatly enhance, when plate is in wind-engaging suction, Lamb wave
It is pushed up on bottom, so that the side of rib of slab two sides up deforms, after being changed to following shape, the deformation of plate is so that plate fastening position is past
It is pushed up in bracket, when stress is bigger, plate obtains tighter plate in fastening bayonet position card.
Compared with prior art, the invention has the following advantages that
1, rib of slab fastening depth is deeper, increases the tightness degree of template, enhances wind resistance.
2, the bending shape of rib of slab, optimizing load transfer path play better wind resistance effect.
Detailed description of the invention
Fig. 1 is hidden discount shape steel plate holder combination component schematic diagram；
Fig. 2 is the structural schematic diagram of protruding reinforcing rib of the present invention；
Fig. 3 is the structural schematic diagram after hidden discount shape steel plate holder combination component of the present invention is installed by wind load；
Fig. 4 is hidden discount shape steel plate holder combination component male end and female end fastening structure schematic diagram of the present invention；
Fig. 5 is the structural schematic diagram of bracket of the present invention；
Fig. 6 is the structural schematic diagram of support fastener of the present invention.
Specific embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.
Embodiment
As described in Fig. 1-2, a kind of wind resistance profiled sheet holder combination component, including steel plate 1 and bracket 3.
Multiple longitudinally convex reinforcing ribs 2 are set among its light plate 1, and the protruding reinforcing rib 2 includes top curve plate
22 and arc panel two sides the first skewback 23, the second skewback 24 and the third skewback 25 that set gradually, wherein first tiltedly
Panel 23 is connect with the second skewback 24 by buckling groove 21, and buckling groove 21 is equipped with for protruding reinforcing rib 2 and bends inwards to be formed
, it is clamped by the buckling groove 21 and 312 phase of fastening hook in mounting bracket 3 when installation, since the buckling groove 21 is inwardly protruding,
The radius of the radian of bending part is increased, or even semi-circular shape can be reached, is formed on the inside of 21 top of buckling groove and the first skewback 23
Groove, it is not easily to fall off when being fastening 312 hanging buckle of hook in mounting bracket 3.
In addition, changing the bending shape on the side of rib of slab two sides, the angle of first skewback 23 and vertical plane is less than
The angle of second skewback 24 and vertical plane, second skewback 24 are directly connected to third skewback 25, and angle is big
It is less than 180 degree in 90 degree, to reach better power transmission road.
The rib of slab of diameter bending-type, the displacement transfer under wind action is more clear, and stress is as shown in figure 3, wind direction button
It closes slot 21 and applies active force, deform rib of slab in bracket, as shown in F in Fig. 3, being deformed inward for buckling groove 21 after stress makes
It is stronger with the clamping of bracket, in this way, the wind loading rating of the plate will greatly enhance, when plate is in wind-engaging suction, and plate
It is pushed up in wave base, so that the side of rib of slab two sides up deforms, after being changed to following shape, the deformation of plate is so that plate fastens position
It is pushed up in toward bracket, when stress is bigger, plate obtains tighter plate in fastening bayonet position card.
As described in Figure 4, described 1 one end of steel plate is male end 11, and the other end is female end 12, when being spliced into roofing, steel plate 1
Male end 11 is inserted into the female end of adjacent steel plate and is fastened.
The female end 12 is equipped with card slot 13, in described 11 top of the male end insertion card slot 13, and along 12 inner wall of female end to
Upper extension is simultaneously bent to form the buckle 14 to match with card slot card slot 13.
12 structure of female end is identical as the protruding reinforcing rib 2, and disconnects and being formed below its end buckling groove 21
The card slot 13 of female end 12, identical, the described male end 11 in 11 substructure of male end lower part identical as the protruding reinforcing rib 2
Substructure and composite structure obtained by 12 structures to form of female end are identical as protruding reinforcing rib 2.It is easy to process.
As seen in figs. 5-6, the bracket 3 includes the fastener 31 fastened with steel plate 1, and the fastener 31 includes bracket bottom
Portion 311, the fastening hook 312 fastened with roof boarding and connecting bracket bottom 311 and the rack side wall 313 for fastening hook 312；
The frame bottom 311 is connect with 313 transition arc of rack side wall of its two sides, the rack side wall 313 of two sides
Top extends internally in ramped shaped, and the hook 312 that fastens is to flip outward the hook formed along rack side wall 313, along bracket
The inside of side wall 313 is equipped with reinforcing rib 314, the trapezoidal shape in 314 section of reinforcing rib.
The improvement of template of the present invention increases the fastening depth of template, enhances wind resistance, the bending shape of rib of slab,
Optimizing load transfer path plays better wind resistance effect.Wind loading rating by enhancing Roof system is unlikely to when strong wind comes
It is blown afloat by strong wind, is unlikely to cause property loss even casualties.Good economic benefit and social effect can be played, is promoted
The professional level of industry.
The present invention is mainly the stress for forming from timbering material and starting with and trying to improve under its fastening depth and wind-engaging state
Path enhances its wind resistance.Support schematic diagram See Figure.
As shown in figure 3, the design of this bracket of the present invention, when 1 wind-engaging of steel plate, the flank of steel plate 1 can jam-packed inwards, with
The closer contact of hook 312 is fastened, the more big more jam-packed of wind-engaging fastens significant effect, wind resistance enhancing.
Claims (10)
1. a kind of wind resistance profiled sheet holder combination component, including be arranged among steel plate (1) and steel plate multiple longitudinally convex plus
Strengthening tendons (2), the bracket (3) to match with protruding reinforcing rib (2), which is characterized in that the protruding reinforcing rib (2) be equipped with to
The buckling groove (21) of inner bending, the buckling groove (21) are bent inwardly to hook, and the bracket (3) is equipped with and is bent outwardly fastening hook
(312), which is buckled in buckling groove (21), so that steel plate (1) is fixed on bracket (3).
2. a kind of wind resistance profiled sheet holder combination component according to claim 1, which is characterized in that the protrusion adds
Strengthening tendons (2) include top curve plate (22) and the first skewback (23), the second skewback that arc panel two sides are set gradually
(24) and third skewback (25), wherein the first skewback (23) is connect with the second skewback (24) by buckling groove (21).
3. a kind of wind resistance profiled sheet holder combination component according to claim 2, which is characterized in that the buckling groove
(21) inwardly protruding, groove is formed on the inside of upper part and the first skewback (23), the fastening in mounting bracket hooks button.
4. a kind of wind resistance profiled sheet holder combination component according to claim 3, which is characterized in that the buckling groove
(21) semicircular in shape shape.
5. a kind of wind resistance profiled sheet holder combination component according to claim 2, which is characterized in that described first is tiltedly
The angle of panel (23) and vertical plane less than the second skewback (24) and vertical plane angle, second skewback (24) and
Third skewback (25) is directly connected to, and angle is greater than 90 degree and is less than 180 degree.
6. a kind of wind resistance profiled sheet holder combination component according to claim 1, which is characterized in that the steel plate
(1) one end is male end (11), and the other end is female end (12), and when being spliced into roofing, the male end (11) of steel plate (1) is inserted into adjacent steel plate
Female end in fasten.
7. a kind of wind resistance profiled sheet holder combination component according to claim 6, which is characterized in that the female end
(12) card slot (13) are equipped with, the male end (11) top is inserted into card slot (13), and is upwardly extended simultaneously along female end (12) inner wall
It is bent to form the buckle (14) to match with card slot card slot (13).
8. a kind of wind resistance profiled sheet holder combination component according to claim 6, which is characterized in that the female end
(12) structure is identical as the protruding reinforcing rib (2), and the card for forming female end (12) is disconnected below its end buckling groove (21)
Slot (13), the male end (11) substructure lower part identical as the protruding reinforcing rib (2) is identical, under the male end (11)
Portion's structure and composite structure obtained by described female end (12) structures to form are identical as protruding reinforcing rib (2).
9. a kind of wind resistance profiled sheet holder combination component according to claim 1, which is characterized in that the bracket
It (3) include the fastener (31) fastened with roof boarding, the fastener (31) includes the bracket bottom being fixedly connected with modulus ruler (32)
The bracket side in portion (311), the fastening hook (312) fastened with roof boarding and connecting bracket bottom (311) and fastening hook (312)
Wall (313).
10. a kind of wind resistance profiled sheet holder combination component according to claim 9, which is characterized in that the bracket
Bottom (311) is connect with rack side wall (313) transition arc of its two sides, and rack side wall (313) top of two sides extends internally
In ramped shaped, the fastening hook (312) is to flip outward the hook formed along rack side wall (313), along rack side wall (313)
Inside be equipped with reinforcing rib (314), the trapezoidal shape in reinforcing rib (314) section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710456763.0A CN109138286A (en) | 2017-06-16 | 2017-06-16 | A kind of wind resistance profiled sheet holder combination component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710456763.0A CN109138286A (en) | 2017-06-16 | 2017-06-16 | A kind of wind resistance profiled sheet holder combination component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109138286A true CN109138286A (en) | 2019-01-04 |
Family
ID=64830348
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710456763.0A Pending CN109138286A (en) | 2017-06-16 | 2017-06-16 | A kind of wind resistance profiled sheet holder combination component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109138286A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1103694A (en) * | 1993-06-23 | 1995-06-14 | 施特拉米特有限公司 | Panel and clip arrangement |
| CN2367668Y (en) * | 1999-04-12 | 2000-03-08 | 太仓兴钢建材有限公司 | Built-in buckling type fixed steel plate |
| CN2455819Y (en) * | 2001-01-05 | 2001-10-24 | 苏州华胤钢结构材料有限公司 | Windproof fastening plate |
| KR200387553Y1 (en) * | 2005-03-16 | 2005-06-20 | 주식회사 대홍전기 | The moving power receiving and transforming device |
| CN102454258A (en) * | 2010-10-20 | 2012-05-16 | 上海钢之杰钢结构建筑有限公司 | Roof plate with high capacity of resisting pulling force of wind |
| CN207122055U (en) * | 2017-06-16 | 2018-03-20 | 上海钢之杰钢结构建筑系统有限公司 | A kind of wind resistance profiled sheet holder combination component |
-
2017
- 2017-06-16 CN CN201710456763.0A patent/CN109138286A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1103694A (en) * | 1993-06-23 | 1995-06-14 | 施特拉米特有限公司 | Panel and clip arrangement |
| CN2367668Y (en) * | 1999-04-12 | 2000-03-08 | 太仓兴钢建材有限公司 | Built-in buckling type fixed steel plate |
| CN2455819Y (en) * | 2001-01-05 | 2001-10-24 | 苏州华胤钢结构材料有限公司 | Windproof fastening plate |
| KR200387553Y1 (en) * | 2005-03-16 | 2005-06-20 | 주식회사 대홍전기 | The moving power receiving and transforming device |
| CN102454258A (en) * | 2010-10-20 | 2012-05-16 | 上海钢之杰钢结构建筑有限公司 | Roof plate with high capacity of resisting pulling force of wind |
| CN207122055U (en) * | 2017-06-16 | 2018-03-20 | 上海钢之杰钢结构建筑系统有限公司 | A kind of wind resistance profiled sheet holder combination component |
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Country or region after: China Address after: 200949 No. 1309 Luo Ning Road, Baoshan District, Shanghai (Baoshan Industrial Park) Applicant after: Shanghai Gangzhijie Technology Group Co.,Ltd. Address before: 200949 No. 1309 Luo Ning Road, Baoshan District, Shanghai (Baoshan Industrial Park) Applicant before: SHANGHAI BESTSTEEL STEEL STRUCTURE BUILDING SYSTEM Co.,Ltd. Country or region before: China |