CN218149288U - Modulus backboard for high-wave high-bearing capacity roof system - Google Patents
Modulus backboard for high-wave high-bearing capacity roof system Download PDFInfo
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- CN218149288U CN218149288U CN202222089946.2U CN202222089946U CN218149288U CN 218149288 U CN218149288 U CN 218149288U CN 202222089946 U CN202222089946 U CN 202222089946U CN 218149288 U CN218149288 U CN 218149288U
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Abstract
The utility model relates to a modulus backplate for high ripples height bearing capacity roofing system, including interconnect's supporting part and connecting portion, the width of connecting portion is greater than the supporting part, and is equipped with the stiffening rib in the connecting portion, and the stiffening rib sets up along the periphery of connecting portion, the supporting part is connected at the both ends of stiffening rib. The utility model discloses a be equipped with the stiffening rib in the connecting portion, and the supporting part is connected at the both ends of stiffening rib, further increased with the leakproofness of roof boarding, also increased whole roofing system's anti-wind tensile property.
Description
Technical Field
The utility model relates to a modulus backplate especially relates to a modulus backplate that is used for high ripples high bearing capacity roofing system.
Background
The existing roof system is almost a conventional sliding roof, the number of field control points of the sliding roof is too large, the manufacturing and processing are troublesome, the cost is increased, the installation quality cannot be guaranteed, and the theoretical and practical differences are large. More importantly, the connection sealing performance of the module backboard and the roof board in the prior art needs to be improved, the waterproof problem is solved by only using waterproof glue, and the waterproof durability is uncertain greatly, so that most of the water leakage of the traditional steel structure metal roof is concentrated at roof openings like a ridge, and the structure of the module backboard accounts for a large proportion.
Accordingly, the present invention is provided.
SUMMERY OF THE UTILITY MODEL
To the above-mentioned technical problem of prior art, the utility model aims at providing a modulus backplate for high-wave high bearing capacity roofing system is equipped with the stiffening rib in its connecting portion, and the supporting part is connected at the both ends of stiffening rib, has further increased with the leakproofness of roof boarding, has also increased whole roofing system's anti-wind tensile property.
In order to achieve the purpose, the utility model is realized by the following technical proposal:
the utility model provides a modulus backplate for high wave height bearing capacity roofing system, includes interconnect's supporting part and connecting portion, the width of connecting portion is greater than the supporting part, and is equipped with the stiffening rib in the connecting portion, the stiffening rib sets up along the periphery of connecting portion, and the supporting part is connected at the both ends of stiffening rib.
The connecting part is provided with a strip-shaped groove which is positioned in the middle of the reinforcing rib.
The module back plate is arranged below a roof panel when in use, the roof panel is provided with vertical reinforcing ribs, wind-resistant steps and umbrella-shaped locking seam structures, the wind-resistant steps are positioned on two sides of the vertical reinforcing ribs, the umbrella-shaped locking seam structures are 465-495-degree locking seams, and supports are arranged below the umbrella-shaped locking seam structures.
The wave height of the roof panel is larger than 75mm.
When the roof board is pressurized, the wave crests in the longitudinal direction are on the same straight line, and the wave crests in the transverse direction are on the same plane.
The support includes support piece, support piece's below is equipped with the base, and support piece's top is equipped with the connecting piece, the top of connecting piece is equipped with the atress piece, the atress piece is two, and two atress pieces are located the both sides of connecting piece respectively.
A reinforcing piece is arranged between the supporting piece and the base, and a transition piece is arranged between the supporting piece and the connecting piece.
The base, the reinforcing piece, the supporting piece, the transition piece, the connecting piece and the stress piece are all integrally formed, the stress piece is perpendicular to the connecting piece, the connecting piece is perpendicular to the transition piece, the transition piece is perpendicular to the supporting piece, and the reinforcing piece is perpendicular to the base.
The beneficial effects of the utility model are as follows:
the utility model is used for high ripples high bearing capacity roofing system's modulus backplate, the width of its connecting portion is greater than the supporting part, and is equipped with the stiffening rib in the connecting portion, and the stiffening rib sets up along the periphery of connecting portion, and the supporting part is connected at the both ends of stiffening rib, has further increased with the leakproofness of roof boarding, has also increased whole roofing system's anti-wind tensile property.
The utility model provides a roof boarding wave height is greater than 75mm, and the vertical direction crest is on a straight line during the pressurization, and the horizontal direction crest is on a plane, under the condition that does not add anti-wind clamp, passes through 105psf (5.0 Kpa) atmospheric pressure intensity test smoothly, is equivalent to 17 grades of typhoons, and anti-wind and anti deformability are more superior. The roof panel has a unique umbrella-shaped locking seam structure, the strength and rigidity of the locking seam are very superior, and sufficient strength and rigidity support is provided for the damage prevention of a wind test.
The utility model provides a support is integrated into one piece, can give full play to the tensile strength (8 KN) of steel, non-slip roofing, no overlap joint, and the high anti-wind tensile strength who realizes roofing system jointly with the modulus backplate.
Drawings
Fig. 1 is a schematic top view of the modular backplane of the present invention;
fig. 2 is a schematic front view of the modular backplane of the present invention;
fig. 3 is a schematic view of the mounting structure of the roof panel and the module back plate of the present invention;
fig. 4 is a schematic view of the mounting structure of the roof panel and the support in the present invention;
fig. 5 is a schematic structural view of a roof panel according to the present invention;
fig. 6 is a schematic structural diagram of a support in the present invention;
wherein, 1 is a modulus back plate, 11 is a supporting part, 12 is a connecting part, 13 is a reinforcing rib and 14 is a groove;
2 is a roof panel, 21 is a vertical reinforcing rib, 22 is a wind-resistant step, and 23 is an umbrella-shaped lock seam structure
3 is a support, 31 is a support, 32 is a base, 33 is a connecting piece, 34 is a stress piece, 35 is a reinforcing piece, and 36 is a transition piece.
Detailed Description
The present invention will be further described with reference to the following specific examples, but the scope of the present invention is not limited thereto.
As shown in fig. 1-6, the utility model discloses a modulus backplate 1 for high ripples high bearing capacity roofing system, including interconnect's supporting part 11 and connecting portion 12, the width of connecting portion 12 is greater than supporting part 11, and is equipped with stiffening rib 13 in the connecting portion 12, and stiffening rib 13 sets up along the periphery of connecting portion 12, and supporting part 11 is connected at the both ends of stiffening rib 13. The connecting portion 12 is provided with an elongated slot 14, the slot 14 being located in the middle of the stiffening rib 13.
The modulus back plate 1 is arranged below the roof plate 2 when in use, the roof plate 2 is provided with vertical reinforcing ribs 21, wind-resistant steps 22 and umbrella-shaped locking seam structures 23, the longitudinal wave crests of the roof plate 2 are on a straight line when in pressurization, and the transverse wave crests are on a plane. The wind-resistant steps 22 are positioned on two sides of the vertical reinforcing rib 21, the umbrella-shaped locking seam structure 23 is a locking seam of 465-495 degrees, the locking seam has extremely strong wind resistance when the locking seam is 465 degrees, and the wind resistance is strengthened when the locking seam reaches 495 degrees. Unique umbrella-type lock seam structure, the intensity and the rigidity of lock seam are very superior, and the experimental damage prevention of counter-wind provides sufficient intensity and rigidity and supports, the utility model discloses the auto-lock principle of lock seam can be better prevent that the fixing base breaks away from lock seam department, promotes the anti-wind bearing capacity. The utility model provides a roof boarding 2's wave height is greater than 75mm. Without the wind-resistant clamp, the test of air pressure intensity of 105psf (5.0 Kpa) can be successfully passed, which is equivalent to 17-grade typhoon.
The utility model provides a below of umbrella type lock seam structure 23 is equipped with support 3, and support 3 includes support piece 31, and support piece 31's below is equipped with base 32, and support piece 31's top is equipped with connecting piece 33, and the top of connecting piece 33 is equipped with atress piece 34, and atress piece 34 is two, and two atress pieces 34 are located the both sides of connecting piece 33 respectively. A reinforcing part 35 is arranged between the supporting part 31 and the base 32, a transition part 36 is arranged between the supporting part 31 and the connecting part 33, the force-bearing part 34 is perpendicular to the connecting part 33, the connecting part 33 is perpendicular to the transition part 36, the transition part 36 is perpendicular to the supporting part 31, and the reinforcing part 35 is perpendicular to the base 32. The base 32, the reinforcing part 35, the supporting part 31, the transition part 36, the connecting part 33 and the stressed part 34 are all integrally formed, the defect that the joint of the sliding sheet and the base in the combined support is a weak stressed part and is easy to separate under high wind pressure is avoided, and the integrally formed support can fully exert the tensile property (8 KN) of steel.
The utility model discloses a modulus backplate 1 is equipped with stiffening rib 13 in its connecting portion 12, and the both ends joint support portion 11 of stiffening rib 13, has further increased with roof boarding 2's leakproofness, has also increased whole roofing system's anti-wind tensile property.
The above embodiments are only used for explaining the inventive concept of the present invention, and not for limiting the protection of the present invention, and all the modifications that are insubstantial to the present invention using this concept should fall within the protection scope of the present invention.
Claims (8)
1. A modulus backplate for high wave high bearing capacity roofing system which characterized in that: the supporting part and the connecting part are connected with each other, the width of the connecting part is larger than that of the supporting part, reinforcing ribs are arranged in the connecting part and are arranged along the periphery of the connecting part, and the two ends of each reinforcing rib are connected with the supporting part.
2. The modular back sheet for high wave height bearing roofing system of claim 1, wherein: the connecting part is provided with a strip-shaped groove which is positioned in the middle of the reinforcing rib.
3. The modular back sheet for high wave height bearing roofing system of claim 1, wherein: the module back plate is arranged below a roof panel when in use, the roof panel is provided with vertical reinforcing ribs, wind-resistant steps and umbrella-shaped locking seam structures, the wind-resistant steps are positioned on two sides of the vertical reinforcing ribs, the umbrella-shaped locking seam structures are 465-495-degree locking seams, and supports are arranged below the umbrella-shaped locking seam structures.
4. A modular backing sheet for high wave height load bearing roofing systems as defined in claim 3, wherein: the wave height of the roof panel is larger than 75mm.
5. A modular backing sheet for high wave height load bearing roofing systems as defined in claim 3, wherein: when the roof board is pressurized, the wave crests in the longitudinal direction are on the same straight line, and the wave crests in the transverse direction are on the same plane.
6. A modular backing sheet for high wave height load bearing roofing systems as defined in claim 3, wherein: the support includes support piece, support piece's below is equipped with the base, and support piece's top is equipped with the connecting piece, the top of connecting piece is equipped with the atress piece, the atress piece is two, and two atress pieces are located the both sides of connecting piece respectively.
7. The modular back sheet for high wave height bearing roofing systems of claim 6, wherein: a reinforcing part is arranged between the supporting part and the base, and a transition part is arranged between the supporting part and the connecting part.
8. The modular back sheet for high wave height bearing roofing system of claim 7, wherein: the base, the reinforcing piece, the supporting piece, the transition piece, the connecting piece and the stress piece are all integrally formed, the stress piece is perpendicular to the connecting piece, the connecting piece is perpendicular to the transition piece, the transition piece is perpendicular to the supporting piece, and the reinforcing piece is perpendicular to the base.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222089946.2U CN218149288U (en) | 2022-08-09 | 2022-08-09 | Modulus backboard for high-wave high-bearing capacity roof system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222089946.2U CN218149288U (en) | 2022-08-09 | 2022-08-09 | Modulus backboard for high-wave high-bearing capacity roof system |
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| CN218149288U true CN218149288U (en) | 2022-12-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202222089946.2U Active CN218149288U (en) | 2022-08-09 | 2022-08-09 | Modulus backboard for high-wave high-bearing capacity roof system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115182511A (en) * | 2022-08-09 | 2022-10-14 | 精工工业建筑系统集团有限公司 | Modulus backboard for high-wave high-bearing capacity roof system |
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2022
- 2022-08-09 CN CN202222089946.2U patent/CN218149288U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115182511A (en) * | 2022-08-09 | 2022-10-14 | 精工工业建筑系统集团有限公司 | Modulus backboard for high-wave high-bearing capacity roof system |
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