CN111608328B - Wind-resistant structure for metal roof - Google Patents
Wind-resistant structure for metal roof Download PDFInfo
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- CN111608328B CN111608328B CN202010445091.5A CN202010445091A CN111608328B CN 111608328 B CN111608328 B CN 111608328B CN 202010445091 A CN202010445091 A CN 202010445091A CN 111608328 B CN111608328 B CN 111608328B
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- roof
- rod
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- 239000002184 metal Substances 0.000 title claims abstract description 20
- 230000003014 reinforcing effect Effects 0.000 claims description 26
- 238000005452 bending Methods 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 9
- 239000010959 steel Substances 0.000 description 9
- 238000010276 construction Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 3
- 230000008485 antagonism Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/14—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against other dangerous influences, e.g. tornadoes, floods
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The invention relates to a wind-resistant structure for a metal roof, which relates to the technical field of metal roof structures and comprises a wind-resistant plate and a supporting component, wherein the wind-resistant plate is vertically arranged on the upper surface of a roof plate, the supporting component is connected between the wind-resistant plate and an upright post, and the wind-resistant plate is arranged at a lower position on the roof plate; the supporting component comprises an inclined rod and a resisting rod; one end of the diagonal rod is rotatably connected to the side wall of the wind-resistant plate far away from one end of the roof panel, and the other end of the diagonal rod is rotatably connected to the end part of the resisting rod; the end of the resisting rod far away from the inclined rod is rotatably connected to the side wall of the upright post. The wind resisting plate is arranged to reduce wind load directly acting on the roof panel, and the wind load borne by the wind resisting plate is transmitted to the upright post through the resisting rod, so that part of bending moment at the top of the upright post is offset, and the bearing capacity of the upright post is improved.
Description
Technical Field
The invention relates to the technical field of metal roof structures, in particular to a wind-resistant structure for a metal roof.
Background
The metal roof is a roof form which adopts a metal plate as a roof material and combines a structural layer and a waterproof layer into a whole. The method has the advantages of quick construction, low cost and the like, and is generally used for buildings such as steel-structure plants.
With reference to fig. 8 and 9, the steel structure building using the metal roof includes columns 1 fixed on a foundation, beams 11 fixed between adjacent columns 1, roof girders 12 fixed to the tops of the columns 1 on the same side, purlins 121 fixed below the roof girders 12 and perpendicular to the roof girders 12, and roof panels 2 fixed above the roof girders 12. Roof boarding 2 adopts the profiled sheet concatenation of the even distribution of polylith along purlin 121 direction to form, and is fixed through connecting piece 21 between the adjacent profiled sheet. The connecting member 21 is composed of a fixing portion 211 and an inserting portion 212 vertically fixed to the surface of the fixing portion 211, and the fixing portion 211 is fixed to the roof girder 12 by bolts. The side edges of the adjacent profiled steel sheets are wrapped outside the insertion parts 212 of the corresponding connecting members 21 to form the convex parts 22, so that the adjacent profiled steel sheets are positioned.
The above prior art solutions have the following drawbacks: in order to facilitate the drainage of metal roofs, roof panels are usually made to have a certain inclination angle to facilitate the guiding of roof rainwater. Because the strength of the profiled steel sheet is not large, when the wind load is overlarge, the wind load acting force borne by the inclined roof panel can cause the roof panel to warp and even break, and the roof structure is damaged.
Disclosure of Invention
In view of the deficiencies of the prior art, it is an object of the present invention to provide a wind resistant structure for metal roofing which has the effect of reducing the wind load acting directly on the roof panel.
The above object of the present invention is achieved by the following technical solutions:
a wind-resistant structure for a metal roof comprises a wind-resistant plate vertically arranged on the upper surface of a roof plate and a support assembly connected between the wind-resistant plate and an upright post, wherein the wind-resistant plate is arranged at a lower position on the roof plate; the support assembly comprises a diagonal rod and a resisting rod; one end of the diagonal rod is rotatably connected to the side wall of the wind-resistant plate far away from one end of the roof panel, and the other end of the diagonal rod is rotatably connected to the end part of the resisting rod; and one end of the resisting rod, which is far away from the inclined rod, is rotatably connected to the side wall of the upright post.
By adopting the technical scheme, the wind load can not be directly acted on the roof panel due to the existence of the wind-resistant plate, so that the roof panel is protected. Simultaneously, when the horizontal wind load acted on the high-order one side of anti-wind board back-to-back roofing board, anti-wind board bore the effort towards the high-order orientation of roofing board, and this effort transmits to the down tube and resists to make the inside tensile stress that forms of down tube and resistance pole on the pole to exert towards outdoor effort to the stand that resists the pole connection. When the steel construction outside bears the wind load, the effort that acts on the stand is indoor towards, and the aforesaid can resist some wind load through resisting the indoor effort of orientation that the pole was applyed for the stand to reduce the effort that the wind load directly acted on the stand, improve the structural strength and the bearing capacity of stand.
The present invention in a preferred example may be further configured to: and a plurality of reinforcing strips parallel to the cross beam are fixed on one side of the wind-resistant plate, which is away from the inclined rod, and are arranged at intervals along the vertical direction.
Through adopting above-mentioned technical scheme, improve the bearing capacity of wind-resistant board.
The present invention in a preferred example may be further configured to: the end face of the wind-resistant plate is rotatably connected to the roof plate, and a reinforcing rod is additionally arranged between the side wall of the wind-resistant plate close to one end of the roof plate and one end of the wind-resistant plate connected with the diagonal rod and the resisting rod; one end of the reinforcing rod is detachably and rotatably connected to the side wall of the wind-resisting plate, and the other end of the reinforcing rod is rotatably connected to one end of the inclined rod connected with the resisting rod; and the diagonal rod and the wind-resistant plate are connected in a detachable manner.
Through adopting above-mentioned technical scheme, when needs were repaired to the roof boarding, remove the connection between down tube and wind-resistant board, anchor strut and the wind-resistant board to make the wind-resistant board contradict towards the high-order bellying of rotating of roof boarding between wind-resistant board and the adjacent roof boarding, this operation can be gone on the staircase through constructor stand, and the staircase just sets up the facade at steel construction building when steel construction. Constructors can directly tread on the wind-resistant plate, and the wind-resistant plate is used as an overhaul packway.
The present invention in a preferred example may be further configured to: the upper surface of the roof panel is provided with a connecting seat corresponding to the position right above the upright post, and the connecting seat is fixed on the convex part of the adjacent roof panel through a wind-resistant clamp; a rotating shaft is fixed between two adjacent connecting seats, penetrates through the wind-resistant plate and can slide relative to the wind-resistant plate.
Through adopting above-mentioned technical scheme, the connecting seat corresponds directly over the stand for the vertical effort that the connecting seat transmitted for the roof boarding can directly transmit for the stand, thereby avoids the damage of roof boarding, improves the connectivity of the whole atress system of anti-wind board and steel construction atress system simultaneously.
The present invention in a preferred example may be further configured to: and when the wind resisting plate rotates to be vertical, the bottom of the wind resisting plate is in clearance fit with the roof plate.
By adopting the technical scheme, the wind-resistant area is enlarged.
The present invention in a preferred example may be further configured to: a plurality of positioning seats are additionally arranged between the adjacent connecting seats, and the rotating shaft penetrates through the positioning seats; the positioning seat is arranged at a position right above the corresponding upright column of the roof panel, and the positioning seat is fixed on the protruding part of the adjacent roof panel through the wind-resistant clamp.
By adopting the technical scheme, the bearing strength of the rotating shaft is improved, the setting length of the rotating shaft can be prolonged, the number of the wind-resistant plates arranged above the roof panel is reduced, the operation difficulty is reduced, and the operation time is shortened.
The present invention in a preferred example may be further configured to: when the wind-resistant plate rotates towards the high position of the roof plate, the side wall of one end, far away from the wind-resistant plate, of the wind-resistant plate, which is connected to the roof plate in a rotating mode, is connected to the protruding part of the adjacent roof plate through the detachable wind-resistant clamp.
By adopting the technical scheme, the stability of constructors during treading on the wind-resistant plate is improved.
The present invention in a preferred example may be further configured to: when the wind-resistant plate rotates towards the high position of the roof plate, a limiting piece is additionally arranged on one side, facing the roof plate, of the wind-resistant plate; the limiting part is arranged in an inwards concave manner towards one side of the roof panel, and the protruding part of the connecting position of the adjacent roof panels is inserted into one end of the limiting part, which is inwards concave.
Through adopting above-mentioned technical scheme, the position of antagonism aerofoil carries on spacingly, further improves structural stability and security when the anti-wind board uses as the maintenance packway.
In summary, the invention includes at least one of the following beneficial technical effects:
1. the wind-resistant plate is arranged to reduce wind load directly acting on the roof panel, and the wind load borne by the wind-resistant plate is transmitted to the upright post through the resistant rod, so that the bending moment of the top of part of the upright post is offset, and the bearing capacity of the upright post is improved;
2. the wind-resistant plate is arranged on the roof plate in a rotating mode, so that the wind-resistant plate has a wind shielding effect, and can also be supported above the roof plate in a rotating mode to form an overhaul packway for workers to trample.
Drawings
FIG. 1 is a side view of the support assembly after being supported against the wind shield;
FIG. 2 is an enlarged view of a portion of the support assembly of FIG. 1;
FIG. 3 is a side view schematic of the structure of FIG. 2;
FIG. 4 is an enlarged partial schematic view of portion A of FIG. 3;
FIG. 5 is a side view of the support assembly shown without the support for the wind deflector;
FIG. 6 is a cross-sectional view B-B of FIG. 5;
FIG. 7 is a cross-sectional view C-C of FIG. 5;
FIG. 8 is a side view schematic of the prior art;
fig. 9 is a cross-sectional view taken along line D-D of fig. 8.
In the figure, 1, a column; 11. a cross beam; 12. a roof girder; 121. a purlin; 2. a roof panel; 21. a connecting member; 211. a fixed part; 212. a plug-in part; 22. a boss portion; 23. positioning seats; 3. a wind-resistant plate; 31. reinforcing the strips; 311. a limiting member; 4. a connecting mechanism; 41. a connecting seat; 42. a rotating shaft; 5. a wind-resistant clamp; 6. a support assembly; 61. a diagonal bar; 62. a reinforcing rod; 63. a resistance rod; 7. a rotating mechanism; 71. a fixed block; 72. positioning the bolt; 73. and a nut.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, the wind-resistant structure for a metal roof disclosed by the invention comprises a wind-resistant plate 3 arranged on a roof panel 2 and a support assembly 6 arranged on one side of the wind-resistant plate 3.
With reference to fig. 1 and 2, the wind-resistant plate 3 is disposed at a position close to the edge of the roof plate 2 at a low position, and a plurality of wind-resistant plates 3 are uniformly distributed along the length direction of the roof plate 2. A connecting mechanism 4 is arranged between one side of the wind-resistant plate 3 and the roof panel 2, so that the wind-resistant plate 3 can rotate on a vertical surface. The connecting mechanism 4 includes connecting seats 41 provided on the roof panel 2 and a rotating shaft 42 fixed between adjacent connecting seats 41. The connecting base 41 is disposed on the roof panel 2 at a position right above the corresponding upright post 1, and a plurality of upright posts 1 may be disposed between two upright posts 1 above the adjacent connecting base 41, and this embodiment is described by taking two upright posts 1 as an example.
The connecting base 41 is fixed on the convex part 22 at the connecting position of the adjacent roof panels 2 through the detachable wind-resistant clamp 5, and the connecting base 41 and the wind-resistant clamp 5 are fixed through bolts. The rotation shaft 42 is fixed between the two connection seats 41 in a direction parallel to the cross beam 11, and the rotation shaft 42 penetrates the wind resistance plate 3 so that the wind resistance plate 3 can rotate around the axis of the rotation shaft 42. The wind-resistant clamp 5 can be a commercially available model, or a metal roof flashing fixing device disclosed in a patent with an authorized publication number of CN204186010U or a buckling type high-strength wind-resistant clamp disclosed in a patent with an authorized publication number of CN206769224U, and the wind-resistant clamps 5 appearing below represent the same structure.
With reference to fig. 2 and 3, in order to improve the stability of the rotating shaft 42 above the roof panel 2, a positioning seat 23 is additionally provided between the connecting seats 41. The positioning seat 23 is arranged at a position right above the roof panel 2 corresponding to the upright post 1, the positioning seat 23 is fixed on the protruding part 22 of the adjacent roof panel 2 through the wind-resistant clamp 5, and the positioning seat 23 and the wind-resistant clamp 5 are fixed through bolts. The rotating shaft 42 passes through the positioning socket 23, so that the positioning socket 23 supports the rotating shaft 42.
When the wind-resistant plate 3 rotates to be vertical, clearance fit is carried out between the bottom of the wind-resistant plate 3 and the roof panel 2, and the wind-resistant plate 3 is locked in position through the supporting component 6 which is positioned on one side of the wind-resistant plate 3, which deviates from the high position of the roof panel 2. The support assembly 6 comprises a diagonal bar 61, a reinforcement bar 62 and a resistance bar 63.
The one end of the diagonal rod 61 and the one end of the reinforcing rod 62 are respectively rotatably connected to the top and the bottom of the vertical wind-resistant plate 3 through the detachable rotating mechanism 7, and the connecting line of the diagonal rod 61 and the reinforcing member on the wind-resistant plate 3 corresponds to the upright post 1 right below the connecting seat 41.
Referring to fig. 3 and 4, taking the connection between the diagonal member 61 and the wind-resistant plate 3 as an example for explanation, the rotation mechanism 7 includes a fixing block 71 fixed to the wind-resistant plate 3, a positioning bolt 72 penetrating the fixing block 71 and parallel to the wind-resistant plate 3, and a nut 73 rotatably connected to one end of the bolt. The fixing block 71 can be inserted into a notch formed in the end of the inclined rod 61, the positioning bolt 72 penetrates through the inclined rod 61 and the fixing block 71, meanwhile, the positioning bolt 72 can slide on the inclined rod 61 and the fixing block 71, and the positioning bolt 72 is fixed with the inclined rod 61 through a nut 73.
The diagonal rod 61 and the end of the reinforcement rod 62 (see fig. 2) remote from the wind-resistant plate 3 are rotatably connected by a rotation shaft parallel to the wind-resistant plate 3, and the end of the resistance rod 63 is also penetrated by the rotation shaft and can rotate about the rotation shaft. One end of the resisting rod 63, which is far away from the rotating shaft, is rotatably connected to the side wall of the upright 1 directly below the aforementioned connecting seat 41 (see fig. 2), so that the resisting rod 63 can rotate on a vertical plane.
Referring to fig. 5, when the wind-resistant panel 3 is rotated to be attached to the roof panel 2, in order to improve the strength of load of the wind-resistant panel 3 and thus improve the safety of constructors, one side of the wind-resistant panel 3 away from the side for connecting the diagonal members 61 and the reinforcing rods 62 is fixed with a plurality of reinforcing bars 31. The reinforcing strips 31 are arranged parallel to the beam 11 and adjacent reinforcing members are equally spaced.
Referring to fig. 5 and 6, in order to improve the structural stability of the wind-resistant panel 3 on the roof panel 2, a wind-resistant jig 5 is fixed to the reinforcing strip 31 at the end of the wind-resistant panel 3 away from the rotating shaft 42. One side of the wind-resistant clamp 5, which is far away from the reinforcing strip 31, is clamped on the convex part 22 of the adjacent roof panel 2, so that the installation and the disassembly are convenient.
With reference to fig. 5 and 7, in order to further improve the structural stability of the wind-resistant plate 3 on the roof panel 2, a limiting member 311 is additionally disposed on the reinforcing strip 31 of the wind-resistant plate 3 between the rotating shaft 42 and the wind-resistant fixture 5 fixed on the reinforcing strip 31, and the limiting member 311 is fixed on the reinforcing strip 31 through a bolt. The end of the limiting piece 311 away from the reinforcing strip 31 is concave, and the protruding portion 22 of the connecting position of the adjacent roof panels 2 is inserted into the concave end of the limiting piece 311, so that the wind-resisting panel 3 is limited.
The implementation principle of the embodiment is as follows: when the wind-resistant effect needs to be achieved, the wind-resistant fixture 5 on the reinforcing strip 31 is released from clamping the protruding part 22 of the roof panel 2, and the wind-resistant panel 3 is rotated to be vertical. The inclined rod 61 and the reinforcing rod 62 on the upright post 1 are rotated to lock the two on the corresponding fixed blocks 71 respectively. When wind load acts on the wind resisting plate 3, the resisting rod 63 gives the acting force towards the outside of the steel structure to the upright post 1, so that the load borne by the upright post 1 is resisted, and the bending moment of the top of the upright post 1 is reduced.
When the inspection by the person is required, the nut 73 is rotated to be disengaged from the positioning bolt 72, thereby releasing the connection between the diagonal rod 61 and the wind-resistant plate 3, the reinforcement rod 62 and the wind-resistant plate 3. The wind-resistant plate 3 is rotated to be close to the roof panel 2, so that the recess of the stopper 311 is inserted into the boss 22 until the wind-resistant fixture 5 on the reinforcing strip 31 is clamped on the boss 22 of the corresponding adjacent roof panel 2.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (6)
1. A wind-resistant structure for metal roofing which characterized in that: the wind-resistant plate is characterized by comprising a wind-resistant plate (3) vertically arranged on the upper surface of a roof panel (2) and a supporting assembly (6) connected between the wind-resistant plate (3) and an upright post (1), wherein the wind-resistant plate (3) is arranged at a lower position on the roof panel (2); the support assembly (6) comprises a diagonal bar (61) and a resistant bar (63); one end of the inclined rod (61) is rotatably connected to the side wall of one end, far away from the roof panel (2), of the wind resisting plate (3), and the other end of the inclined rod is rotatably connected to the end part of the resisting rod (63); one end of the resisting rod (63) far away from the inclined rod (61) is rotatably connected to the side wall of the upright post (1); the end face of the wind-resistant plate (3) is rotatably connected to the roof panel (2), and a reinforcing rod (62) is additionally arranged between the side wall of one end, close to the roof panel (2), of the wind-resistant plate (3) and the connecting end of the inclined rod (61) and the resisting rod (63); one end of the reinforcing rod (62) is detachably and rotatably connected to the side wall of the wind resisting plate (3), and the other end of the reinforcing rod is rotatably connected to one end of the inclined rod (61) connected with the resisting rod (63); the inclined rod (61) is detachably connected with the wind resisting plate (3); the upper surface of the roof panel (2) is provided with a connecting seat (41) corresponding to the position right above the upright post (1), and the connecting seat (41) is fixed on the convex part (22) of the adjacent roof panel (2) through a wind-resistant clamp (5); a rotating shaft (42) is fixed between two adjacent connecting seats (41), and the rotating shaft (42) penetrates through the wind resisting plate (3) and can slide relative to the wind resisting plate (3).
2. A wind-resistant structure for metal roofing according to claim 1, characterized in that: the wind resisting plate (3) deviates from the side of the inclined rod (61) and is fixed with a plurality of reinforcing strips (31) parallel to the cross beam (11), and the reinforcing strips (31) are arranged at intervals along the vertical direction.
3. A wind-resistant structure for metal roofing according to claim 1 or 2, characterized in that: when the wind resisting plate (3) rotates to be vertical, the bottom of the wind resisting plate (3) is in clearance fit with the roof plate (2).
4. A wind-resistant structure for metal roofing according to claim 1 or 2, characterized in that: a plurality of positioning seats (23) are additionally arranged between the adjacent connecting seats (41), and the rotating shaft (42) penetrates through the positioning seats (23); the positioning seat (23) is arranged at a position right above the corresponding upright post (1) of the roof panel (2), and the positioning seat (23) is fixed on the protruding part (22) of the adjacent roof panel (2) through the wind-resistant clamp (5).
5. A wind-resistant structure for metal roofing according to claim 1 or 2, characterized in that: when the wind-resistant plate (3) rotates towards the high position of the roof plate (2), the wind-resistant plate (3) is far away from the side wall which is rotatably connected to one end of the roof plate (2) and is connected to the protruding part (22) of the adjacent roof plate (2) through the detachable wind-resistant clamp (5).
6. A wind-resistant structure for metal roofing according to claim 5, characterized in that: after the wind resisting plate (3) rotates towards the roof plate (2) in a high position, a limiting part (311) is additionally arranged on one side, facing the roof plate (2), of the wind resisting plate (3); one side of the limiting piece (311) facing the roof panels (2) is arranged in a concave manner, and the convex part (22) of the connecting position of the adjacent roof panels (2) is inserted into one end of the limiting piece (311) in the concave manner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010445091.5A CN111608328B (en) | 2020-05-23 | 2020-05-23 | Wind-resistant structure for metal roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010445091.5A CN111608328B (en) | 2020-05-23 | 2020-05-23 | Wind-resistant structure for metal roof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN111608328A CN111608328A (en) | 2020-09-01 |
| CN111608328B true CN111608328B (en) | 2021-06-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010445091.5A Active CN111608328B (en) | 2020-05-23 | 2020-05-23 | Wind-resistant structure for metal roof |
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| Country | Link |
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| CN (1) | CN111608328B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112252500B (en) * | 2020-11-30 | 2022-05-06 | 中国人民解放军军事科学院国防工程研究院工程防护研究所 | Light-duty modularization blast wall |
Family Cites Families (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101538914B (en) * | 2009-04-13 | 2010-11-17 | 百安力钢结构应用科技有限公司 | Metal roof system |
| US8650809B2 (en) * | 2009-05-06 | 2014-02-18 | Windtripper Corporation | Roof spoiler |
| CN102733550A (en) * | 2012-04-09 | 2012-10-17 | 浙江东南网架股份有限公司 | Metal roof board system |
| CN103291008B (en) * | 2013-06-03 | 2016-08-03 | 百安力钢结构应用科技有限公司 | Metal roofing board Wind-proof fixture |
| CN103397747A (en) * | 2013-08-22 | 2013-11-20 | 上海精锐金属建筑系统有限公司 | Uniform pressure-bearing wind-resistant accessory of standing seam metal roof plate |
| US9677280B2 (en) * | 2015-03-05 | 2017-06-13 | Jose Lucio Canales | Method of installing a wind-resistant roof underlayment |
| CN206467913U (en) * | 2016-12-30 | 2017-09-05 | 山东启嘉建筑科技有限公司 | A kind of metal Roof keeps out the wind snow structure |
| CN207245239U (en) * | 2017-09-26 | 2018-04-17 | 朱徐哲 | A kind of typhoon protection bracing means of movable plank house |
| CN107587666B (en) * | 2017-09-30 | 2019-05-24 | 温州大学瓯江学院 | A kind of wind resistance roof apparatus |
| CN209412990U (en) * | 2018-11-03 | 2019-09-20 | 深圳市隆金达实业有限公司 | A kind of shockproof building for temporary habitation of radix saposhnikoviae of house construction engineering |
| CN209457228U (en) * | 2019-01-11 | 2019-10-01 | 陈永东 | A kind of metal Roof wind resistance component |
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2020
- 2020-05-23 CN CN202010445091.5A patent/CN111608328B/en active Active
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