CN210636691U - Vertical seam profiling metal plate truss type wind resisting system - Google Patents
Vertical seam profiling metal plate truss type wind resisting system Download PDFInfo
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- CN210636691U CN210636691U CN201921016998.9U CN201921016998U CN210636691U CN 210636691 U CN210636691 U CN 210636691U CN 201921016998 U CN201921016998 U CN 201921016998U CN 210636691 U CN210636691 U CN 210636691U
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Abstract
The utility model discloses a vertical seam profiled metal sheet truss type wind-resistant system, which comprises a vertical seam profiled metal sheet, two fixed supports, a truss support body and two plate rib clamps, wherein the vertical seam profiled metal sheet is provided with two side ribs, and the two fixed supports are provided with clamping joints matched with the side ribs; the two plate rib clamps are respectively clamped on the two side ribs; the bottom of the truss supporting body is provided with a buckling part which is fixed on a plate rib of the vertical seam profiled metal plate, and two ends of the truss supporting body are fixedly connected with the two plate rib clamps respectively. The utility model discloses a standing seam die mould metal sheet truss formula anti-wind system passes through the protruding recess grafting with the vertical section of plate rib clamp lower part in truss supporter both ends, and the buckling parts of truss supporter bottom supports tightly with the contact of the plate muscle of standing seam die mould metal sheet simultaneously, has improved the anti-wind ability of standing seam die mould metal sheet, and the recess that the plate rib clamp passes through the vertical section of lower part is propped tightly by the arch, has strengthened the bulk rigidity that the plate rib pressed from both sides, has improved limit rib and fixing support's interlock performance.
Description
Technical Field
The utility model relates to a building engineering's technical field especially relates to a metal sheet truss formula anti-wind system.
Background
The vertical seam profiling metal plate has the characteristics of light weight, attractive appearance, good waterproof performance, high degree of industrialization, quick installation and the like, and is widely applied to large-scale venues and various public buildings in the year. The vertical seam profiling metal plate is characterized in that the large and small side ribs of the adjacent metal plates are meshed with the fixed support together through mechanical meshing equipment, so that the purpose of force transmission and stress bearing is achieved.
Because the appearance of the existing building is novel, the construction site conditions are complicated, and the meshing degree of the profiled metal sheet and the fixed support cannot reach the optimal state due to the influences of factors such as the old and new degree of mechanical meshing equipment, the difference of the technical level of constructors and the like. The stress state of the metal plate is mostly suction under the action of wind load, under the stress state, the span of the metal plate generates outward convex deformation and drives the deformation of the large and small side ribs of the metal plate, and when the stress state is serious, the side ribs deform excessively, so that the metal plate is pulled out from the fixed support at the occlusion part, and the metal plate is lifted by wind locally or in a large area, so that safety accidents occur.
Therefore, the wind resistance of the whole standing seam profiling metal plate is critically dependent on the biting and deformation resistance of the metal plate big and small side ribs and the fixed support at the support. In order to improve the deformation resistance of the position, the position needs to be subjected to wind-resistant reinforcement treatment to form a wind-resistant structural system.
SUMMERY OF THE UTILITY MODEL
To the problem of the aforesaid production, the utility model aims to provide an anti-wind system of standing seam die mould metal sheet truss-like has solved current standing seam die mould metal sheet and has striden well and the edge rib is too big because wind suction effect warp, leads to with the technical problem of fixing support interlock inefficacy.
In order to realize the purpose, the utility model discloses the technical scheme who takes does:
the truss type wind-resistant system for the vertical seam profiled metal sheet comprises the vertical seam profiled metal sheet, two fixed supports, a truss support body and two sheet rib clamps, wherein two side ribs are arranged on the vertical seam profiled metal sheet, the two fixed supports are respectively provided with a clamping joint matched with the side ribs, and each clamping joint is clamped in one side rib; the two plate rib clamps are in an omega shape, are respectively clamped on the two side ribs, are respectively positioned right above the two clamping joints and are opposite to each other; the bottom of the truss supporting body is provided with a buckling part which is fixed on a plate rib of the vertical seam profiled metal plate, and two ends of the truss supporting body are fixedly connected with the two plate rib clamps respectively.
The vertical seam profiling metal plate truss type wind-resistant system comprises a left clamping piece and a right clamping piece, wherein each plate rib clamp comprises the left clamping piece and the right clamping piece, the left clamping piece and the right clamping piece are connected through a top pin shaft, the upper sides of the left clamping piece and the right clamping piece are in a semicircular arc shape, and the lower sides of the left clamping piece and the right clamping piece are provided with grooves.
The standing seam profiled metal sheet truss type wind-resistant system comprises the truss support body, wherein the truss support body comprises:
the upper straight section is in a straight rod shape, two ends of the upper straight section extend outwards to form two protrusions, the longitudinal section of one end of the upper straight section is in a shape of ┤, the longitudinal section of the other end of the upper straight section is in a shape of a combining plane, the upper straight section is positioned between the two plate rib clamps, and the two protrusions are respectively clamped in the two grooves opposite to the two plate rib clamps;
lower part slope section, lower part slope section is "V" style of calligraphy, the upper end of lower part slope section with straight section fixed connection in upper portion, the lower extreme of lower part slope section has been seted up the buckling parts, the buckling parts is "the style of calligraphy.
In the truss type wind-resistant system of the vertical seam profiled metal sheet, the protrusion and the groove are locked by the limit screw.
In the standing seam profiled metal sheet truss type wind-resistant system, the groove does not penetrate through the left clamping piece or the right clamping piece.
The vertical seam profiled metal sheet truss type wind-resistant system is characterized in that the vertical section of the upper straight section is rectangular, circular or tubular.
The vertical seam profiling metal plate truss type wind-resistant system is characterized in that the shape of the buckling part is matched with that of the plate rib, an adhesive tape is bonded between the buckling part and the plate rib, and the adhesive tape is made of ethylene propylene rubber.
According to the vertical seam profiling metal plate truss type wind-resistant system, a rubber sheet is filled between the plate rib clamp and the side rib, and the rubber sheet is made of ethylene propylene rubber.
In the vertical seam profiling metal plate truss type wind-resistant system, the truss support body is made of aluminum alloy, stainless steel or engineering plastics.
The utility model discloses owing to adopt above-mentioned technique, make it compare the positive effect that has with prior art and be:
(1) the utility model discloses a standing seam die mould metal sheet truss formula anti-wind system passes through the protruding recess grafting with the vertical section of plate rib clamp lower part in truss supporter both ends, and the buckling parts of truss supporter bottom supports tightly with the contact of the plate rib of standing seam die mould metal sheet simultaneously, forms the space structure system, can prevent under the wind load effect that the outside protruding deformation in striding of standing seam die mould metal sheet has improved the anti-wind ability of standing seam die mould metal sheet.
(2) The utility model discloses a board rib of standing seam die mould metal sheet truss formula anti-wind system presss from both sides the recess through the vertical section of lower part is propped tightly by the arch of truss support body, and left clamping piece and the right clamping piece that the board rib pressed from both sides are difficult because the deformation of standing seam die mould metal sheet is strutted, have strengthened the bulk rigidity that the board rib pressed from both sides, have improved limit rib and fixing support's interlock performance.
(3) The utility model discloses an upright joint die mould metal sheet of upright joint die mould metal sheet truss formula anti-wind system is according to die mould metal sheet modulus preparation, and simple to operate is firm, and is not high to the construction technology level requirement, reaches better installation quality easily.
Drawings
Fig. 1 is a perspective view of a truss-type wind-resistant system of vertical seam profiled metal sheets of the present invention.
Fig. 2 is a front view of the truss-type wind-resistant system of the vertical seam profiled metal sheet of the present invention.
Fig. 3 is an enlarged view of a portion a in fig. 2 according to the present invention.
Fig. 4 is a schematic view of the truss support of the present invention.
Fig. 5 is a schematic view of a plate rib clip according to the present invention.
In the drawings: 1. vertical seam profiling metal plate; 11. a side rib; 12. a plate rib; 2. a fixed support; 21. a clamping head; 3. a truss support; 31. an upper straight section; 311. a protrusion; 32. a lower inclined section; 321. a fastening part; 4. a plate rib clip; 41. a left clamping piece; 42. a right clamping piece; 43. a top pin shaft; 44. a groove; 45. and a limiting screw.
Detailed Description
An object of the utility model is to provide a standing seam die mould metal sheet truss formula anti-wind system, this standing seam die mould metal sheet truss formula anti-wind system structural design is simple, and simple to operate, can prevent to be under the wind load effect standing seam die mould metal sheet stride the outward bulge deformation in the middle, improves standing seam die mould metal sheet's anti-wind ability.
The technical solutions in the embodiments of the present invention will be described clearly and completely below with reference to the accompanying drawings and specific embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1, fig. 2, fig. 3 and fig. 4, fig. 1 is a perspective view of a vertical seam profiled metal sheet truss type wind-resistant system of the present invention, fig. 2 is a front view of the vertical seam profiled metal sheet truss type wind-resistant system of the present invention, fig. 3 is an enlarged view of a point a in fig. 2 of the present invention, and fig. 4 is a schematic view of a truss support body of the present invention.
The embodiment of the utility model provides a standing seam die mould metal sheet truss-like anti-wind system, including standing seam die mould metal sheet 1, two fixing support 2, truss supporter 3 and two board rib clamps 4.
Wherein, the vertical seam profiling metal plate 1 is provided with two side ribs 11, the two fixed supports 2 are both provided with clamping joints 21 matched with the side ribs 11, and each clamping joint 21 is clamped in one side rib 11; the two plate rib clamps 4 are in an omega shape, the two plate rib clamps 4 are respectively clamped on the two side ribs 11, the two plate rib clamps 4 are respectively positioned right above the two clamping joints 21, and the two plate rib clamps 4 are opposite; the bottom of the truss support body 3 is provided with a buckling part 321, the buckling part 321 is fixed on the plate rib 1 of the vertical seam profiled metal plate 1, and two ends of the truss support body 3 are respectively fixedly connected with the two plate rib clamps 4.
Note that the "Ω" shape here is merely a general shape of the plate rib clip 4, and does not limit the plate rib clip 4 to the "Ω" shape in the mathematical sense.
It should also be noted that the terms "upper" and "lower" as used herein are defined with reference to the relative positions of the components in the drawings of the present invention, and are used for clarity and convenience of description, and it should be understood that the terms should not be used to limit the scope of the present application.
Please refer to fig. 5, fig. 5 is a schematic view of a plate rib clip according to the present invention.
Each board rib clamp 4 all includes left clamping piece 41 and right clamping piece 42, the upper end of left clamping piece 41 and right clamping piece 42 is connected through top round pin axle 43 and forms the hinge form, the upside of left clamping piece 41 and right clamping piece 42 is symmetrical semicircle form, be curved shape phase-match with the edge rib 11 upper portion of standing seam die mould metal sheet 1, the upside of left clamping piece 41 and right clamping piece 42 all laminates on the upper portion of edge rib 11, the downside of left clamping piece 41 and right clamping piece 42 all is seted up flutedly 44, two flutedly 44 symmetry settings, recess 44 on left clamping piece 41 and the right clamping piece 42 all does not run through left clamping piece 41 or right clamping piece 42, be provided with stop screw 45 in the recess 44.
As shown in fig. 4, the truss support body 3 includes an upper straight section 31 and a lower inclined section 32, the upper straight section 31 is in a straight bar shape, two ends of the upper straight section 31 extend outward to form two protrusions 311, a longitudinal section of one end of the upper straight section 31 is in a shape of ┤, a longitudinal section of the other end is in a shape of letter "z", the upper straight section 31 is located between two plate rib clips 4, the two protrusions 311 are respectively clamped in two grooves 44 opposite to the two plate rib clips 4, the connected protrusions 311 and grooves 44 are in a male-female slot fit, the lower inclined section 32 is in a shape of "V", an upper end of the lower inclined section 32 is fixedly connected with the upper straight section 31, the lower inclined section 32 and the upper straight section 31 are closed to form a shape of "▽", a lower end of the lower inclined section 32 is provided with a buckling portion 321, and the buckling portion 321 is in a shape of "z".
Compared with the prior art, the utility model provides a standing seam die mould metal sheet truss-like anti-wind system, when using, after standing seam die mould metal sheet 1's side rib 11 adopted mechanical interlock equipment interlock with fixing support 2, be close to fixing support 2 department installation board rib clamp 4 on the upper portion of side rib 11, truss supporter 3 inserts in the recess 44 of board rib clamp 4 lower part through the arch 311 at both ends, protruding 311 and recess 44 fixed connection, and simultaneously, the buckling parts 321 of truss supporter 3 bottom supports tightly with the slat muscle 12 on the standing seam die mould metal sheet 1, whole anti-wind system has been formed. The groove 44 at the lower part of the plate rib clamp 4 is tightly supported by the protrusion 311 of the truss support body 3, the left clamping piece 41 and the right clamping piece 42 are not easy to be supported due to the deformation of the vertical seam profiled metal sheet 1, the integral rigidity of the plate rib clamp 4 is enhanced, and the engagement performance of the fixed support 2 and the vertical seam profiled metal sheet 1 is improved. Therefore, the vertical seam profiled metal sheet 1 has the advantages of enhanced stability, simple structure, convenient manufacture and simple installation in use through the plate rib clamps 4 and the truss support bodies 3, and is beneficial to improving the wind resistance of the vertical seam profiled metal sheet 1.
Further, one or more of the plate ribs 12 may be provided on the vertical seam profiled metal sheet 1, and correspondingly, one or more of the lower inclined sections 32 may be provided, and a fastening portion 321 is provided at a lower end of each lower inclined section 32.
One or more vertical seam profiled metal sheets 1 may be provided, and one or more fixing brackets 2, truss supports 3 and plate rib clips 4 may be provided correspondingly, and only a part of the working principle is selected in the embodiment for explanation.
In other embodiments, two ends of the upper flat section 31 may be provided with grooves, the left clamping piece 41 and the right clamping piece 42 are provided with protrusions 311 matching with the grooves 44, and the protrusions 311 of the left clamping piece 41 and the right clamping piece 42 are inserted into the grooves 44 at two ends of the upper flat section 31, so as to fixedly connect the upper flat section 31 and the left clamping piece 41 and the right clamping piece 42. The shape of the protrusion 311 may be circular or rectangular.
Further optimize above-mentioned technical scheme, protruding 311 realizes interconnect only through inserting to the recess 44 in, when receiving the wind effect, only slides easily through the straight section 31 of public female slot complex upper portion, influences fixed effect, and in order to solve this problem, protruding 311 and recess 44 pass through spacing screw 45 locking, carry on spacingly to straight section 31 of upper portion.
As shown in fig. 1, in the embodiment of the present invention, the longitudinal section of the upper straight section 31 is rectangular, but is not limited thereto, and the shape of the longitudinal section of the upper straight section 31 may also be circular, tubular or irregular, and is not limited thereto.
In order to facilitate the engagement of the engaging portion 321 with the plate rib 12, the shape of the engaging portion 321 may be matched with the shape of the plate rib 12, and an adhesive tape (not shown) is bonded between the engaging portion 321 and the plate rib 12, the adhesive tape is made of ethylene propylene rubber, and the adhesive tape is tightly abutted to the plate rib 12. Rubber sheets (not shown) are filled between the plate rib clips 4 and the side ribs 11, and are made of ethylene propylene rubber so as to prevent metal parts in contact from sliding mutually to cause damage.
In addition, the truss support body 3 is made of aluminum alloy, stainless steel or engineering plastic, so that the surface is not rusted, and the service life of the truss support body 3 is prolonged. After the truss type wind-resistant system of the vertical seam profiled metal sheet is integrally installed, a space stress system can be formed, the integral rigidity is enhanced, and the wind-resistant capability of the vertical seam profiled metal sheet 1 is greatly improved.
By further optimizing the technical scheme, the vertical seam profiled metal sheet 1 can be manufactured according to modulus, is convenient and firm to mount, has low requirements on the construction technology level, and can easily achieve better mounting quality.
Further, the upper straight section 31 and the two plate rib clamps 4 can also be connected in other fixing manners, for example, a long bolt passes through the left clamping piece 41 or the right clamping piece 42 of the plate rib clamp 4 and is then in threaded connection with the end face of the upper straight section 31, the upper straight section 31 and the two plate rib clamps 4 can be fixedly connected by using a plurality of long bolts, and mutual sliding is not easy to occur.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (9)
1. Vertical joint die mould metal sheet truss formula anti-wind system, including vertical joint die mould metal sheet, two fixing support, truss support body and two board rib presss from both sides its characterized in that:
two side ribs are arranged on the vertical seam profiling metal plate, the two fixed supports are respectively provided with a clamping joint matched with the side ribs, and each clamping joint is clamped in one side rib;
the two plate rib clamps are in an omega shape, are respectively clamped on the two side ribs, and are respectively positioned right above the two clamping connectors;
the bottom of the truss supporting body is provided with a buckling part which is fixed on a plate rib of the vertical seam profiled metal plate, and two ends of the truss supporting body are fixedly connected with the two plate rib clamps respectively.
2. The standing seam profiled metal sheet truss type wind resistance system as claimed in claim 1, wherein each of the plate rib clamps comprises a left clamping piece and a right clamping piece, the left clamping piece and the right clamping piece are connected through a top pin shaft, the upper sides of the left clamping piece and the right clamping piece are in a semi-circular arc shape, and the lower sides of the left clamping piece and the right clamping piece are provided with grooves.
3. The standing seam profiled sheet metal truss-like wind resistance system of claim 2, wherein said truss supports comprise:
the upper straight section is in a straight rod shape, two ends of the upper straight section extend outwards to form two bulges, the upper straight section is positioned between the two plate rib clamps, and the two bulges are respectively clamped in the two grooves which are opposite to the two plate rib clamps;
lower part slope section, lower part slope section is "V" style of calligraphy, the upper end of lower part slope section with straight section fixed connection in upper portion, the lower extreme of lower part slope section has been seted up the buckling parts, the buckling parts is "the style of calligraphy.
4. The standing seam profiled sheet metal truss-like wind resistance system of claim 3, wherein the protrusions and the grooves are locked by a set screw.
5. The standing seam profiled sheet metal truss wind resistance system of claim 2 wherein the groove does not extend through the left clip or the right clip.
6. The standing seam profiled sheet metal truss wind resistance system of claim 3 wherein the upper flat section is rectangular, circular or tubular in longitudinal cross-section.
7. The truss-type wind-resistant system of upright seam profiled metal sheets as claimed in claim 1, wherein the shape of the buckling part matches the shape of the plate rib, and an adhesive tape is adhered between the buckling part and the plate rib, and the adhesive tape is made of ethylene propylene rubber.
8. The standing seam profiled metal sheet truss type wind resistance system as claimed in claim 1, wherein a rubber sheet is filled between the plate rib clip and the side rib, and the rubber sheet is made of ethylene propylene rubber.
9. The standing seam profiled sheet metal truss-like wind resistance system of claim 1 wherein said truss support is made of aluminum alloy, stainless steel or engineering plastic.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921016998.9U CN210636691U (en) | 2019-07-02 | 2019-07-02 | Vertical seam profiling metal plate truss type wind resisting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921016998.9U CN210636691U (en) | 2019-07-02 | 2019-07-02 | Vertical seam profiling metal plate truss type wind resisting system |
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| Publication Number | Publication Date |
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| CN210636691U true CN210636691U (en) | 2020-05-29 |
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| CN201921016998.9U Active CN210636691U (en) | 2019-07-02 | 2019-07-02 | Vertical seam profiling metal plate truss type wind resisting system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110241983A (en) * | 2019-07-02 | 2019-09-17 | 中交第三航务工程勘察设计院有限公司 | Upright seam metal pressing plate truss-like wind resistance system |
| CN110241983B (en) * | 2019-07-02 | 2024-07-02 | 中交物流规划设计研究院有限公司 | Vertical seam profiling metal plate truss type wind-resistant system |
-
2019
- 2019-07-02 CN CN201921016998.9U patent/CN210636691U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110241983A (en) * | 2019-07-02 | 2019-09-17 | 中交第三航务工程勘察设计院有限公司 | Upright seam metal pressing plate truss-like wind resistance system |
| CN110241983B (en) * | 2019-07-02 | 2024-07-02 | 中交物流规划设计研究院有限公司 | Vertical seam profiling metal plate truss type wind-resistant system |
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Effective date of registration: 20210122 Address after: Room 205, West District, 2nd floor, no.707 Zhangyang Road, China (Shanghai) pilot Free Trade Zone, Pudong New Area, Shanghai, 200120 Patentee after: CCCC LOGISTICS PLANNING AND DESIGN INSTITUTE Co.,Ltd. Address before: 200032, 831 Jia Jia Road, Shanghai, Xuhui District Patentee before: CCCC THIRD HARBOR CONSULTANTS Co.,Ltd. |