CN115182510A - High-wave high-bearing-capacity roof system - Google Patents
High-wave high-bearing-capacity roof system Download PDFInfo
- Publication number
- CN115182510A CN115182510A CN202210949294.7A CN202210949294A CN115182510A CN 115182510 A CN115182510 A CN 115182510A CN 202210949294 A CN202210949294 A CN 202210949294A CN 115182510 A CN115182510 A CN 115182510A
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- base plate
- piece
- pressing strip
- strip
- roof
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- 230000003014 reinforcing effect Effects 0.000 claims description 42
- 230000007704 transition Effects 0.000 claims description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 230000000712 assembly Effects 0.000 claims description 3
- 238000000429 assembly Methods 0.000 claims description 3
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000011324 bead Substances 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Images
Classifications
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- 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
- E04D3/24—Roof covering by making use of flat or curved slabs or stiff sheets with special cross-section, e.g. with corrugations on both sides, with ribs, flanges, or the like
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- 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
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- 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
- E04D3/361—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets
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- 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
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- 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
- E04D3/361—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets
- E04D2003/3617—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets with locking or snapping edges located in the thickness of the slab or sheet
Abstract
The invention relates to a high-wave high-bearing-capacity roof system which comprises a cornice base plate, wherein a plurality of roof boards are connected to the cornice base plate, the roof boards are connected with one another, a support is arranged below the joint of the roof boards, a pressing strip is arranged above the roof boards, a modulus back plate is arranged below the roof boards, an inner plug is arranged between the roof boards and the cornice base plate, an outer plug is arranged between the modulus back plate and the roof boards, and a modulus back plate is arranged below the outer plug. The wind pressure resistant support has the advantages that the wave height is larger than 75mm, and the wind pressure resistant step, the umbrella-shaped lock edge, the vertical rib, the integrally formed energy dissipation support and other technical characteristics are added, so that the wind pressure resistant performance is greatly improved, the appearance is attractive, and the cost is low.
Description
Technical Field
The invention relates to a roofing system, in particular to a high-wave high-bearing capacity roofing system.
Background
The existing roofing system is almost a conventional sliding roofing, and a combined support is adopted as a support. The sliding roof has too many field control points, troublesome manufacturing and processing, increased cost, incapability of ensuring the installation quality and great theoretical and practical difference. The joint of the sliding sheet and the base in the combined support is a weak stress part, so that the sliding sheet is easy to separate under high wind pressure. And the existing roofing system can not meet the requirements of high wind pressure areas in width, thickness and wave height, such as JR4, JR6 and other roofing systems, can be used in the high wind pressure areas only by using wind-resistant clips or sandal bars for encryption, thereby greatly increasing the construction difficulty and increasing the cost.
Accordingly, the present invention is set forth.
Disclosure of Invention
Aiming at the technical problems in the prior art, the invention aims to provide a high-wave high-bearing capacity roof system, the wave height of which is more than 75mm, and the technical characteristics of wind-resistant steps, umbrella-shaped lock edges, vertical ribs, integrally-formed energy-consuming supports and the like are added, so that the wind pressure resistance is greatly improved, and the roof system is attractive in appearance and low in cost.
In order to achieve the purpose, the invention is realized by the following technical scheme:
a high-wave high-bearing-capacity roof system comprises an eave base plate, wherein a plurality of roof boards are connected onto the eave base plate, the roof boards are connected with one another, a support is arranged below the joint of the roof boards, a pressing strip is arranged above the roof boards, a modulus backboard is arranged below the roof boards, an inner plug is arranged between the roof boards and the eave base plate, an outer plug is arranged between the modulus backboard and the roof boards, and a modulus backboard is arranged below the outer plug; the roof panel is provided with vertical reinforcing ribs, wind-resistant steps and an umbrella-shaped locking seam structure, the wind-resistant steps are positioned on two sides of the vertical reinforcing ribs, the umbrella-shaped locking seam structure is a locking seam of 465-495 degrees, and the support is positioned below the umbrella-shaped locking seam structure; 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.
The wave height of the roof panel is larger than 75mm.
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 inner plug comprises an upper part and a lower part, the upper part and the lower part are both trapezoidal, the height of the upper part of the inner plug is greater than that of the lower part of the inner plug, and an inner plug hole is reserved in the lower part of the inner plug; the outer plug is inverted trapezoid, the inner portion of the outer plug is hollow, a first step and a second step are arranged on two sides of the outer plug, a mounting groove is formed in the bottom of the outer plug, and the mounting groove is matched with the vertical reinforcing ribs.
The pressing strip comprises a pressing strip body, the pressing strip body is provided with a plurality of pressing strip assemblies, each pressing strip assembly comprises a transverse strip, two ends of each transverse strip are respectively provided with a first inclined strip and a second inclined strip, water grooves are formed below the transverse strips, the first inclined strips and the second inclined strips, an included angle between the first inclined strips and the second inclined strips is an obtuse angle, the upper bottom and the lower bottom of each pressing strip assembly are combined to form a hexagon without protrusions, and a pressing strip hole is formed in the hexagon.
The pressing strip is provided with vertical reinforcing rib clamping positions, the vertical reinforcing rib clamping positions are arranged in the middle of the transverse strip, and a vacant position is formed between every two vertical reinforcing rib clamping positions; and pressing strip connecting parts are arranged at two ends of the pressing strip and are Z-shaped.
The module back plate comprises a supporting part and a back plate connecting part which are connected with each other, the width of the back plate connecting part is larger than that of the supporting part, a reinforcing rib is arranged in the back plate connecting part, the reinforcing rib is arranged along the periphery of the back plate connecting part, and two ends of the reinforcing rib are connected with the supporting part; the backboard connecting part is provided with a strip-shaped groove which is positioned in the middle of the reinforcing rib.
The cornice base plate comprises a first base plate, a second base plate, a third base plate and a fourth base plate which are connected with each other, the first base plate and the second base plate are vertically connected, two ends of the third base plate are respectively connected with the second base plate and the fourth base plate, an included angle between the third base plate and the second base plate is an obtuse angle, an included angle between the third base plate and the fourth base plate is an obtuse angle, and the second base plate is parallel to the fourth base plate; the second backing plate on the same pitch be provided with a plurality of trompil one, the fourth backing plate on the same pitch be provided with a plurality of trompil two, the interval of trompil two is greater than the interval of trompil one.
The invention has the following beneficial effects:
the roof system with high wave height and bearing capacity of the invention has the advantages that the wave height of the roof plate is more than 75mm, the longitudinal wave crests are on the same straight line during pressurization, the transverse wave crests are on the same plane, and the roof system can successfully pass the air pressure strength test of 105psf (5.0 Kpa) under the condition of not adding a wind-resistant clamp, is equivalent to 17-level typhoon, and has more excellent wind-resistant and deformation-resistant capabilities. 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 support in the invention is integrally formed, can fully exert the tensile property (8 KN) of steel, so that the effective width of the roof panel is more than 560mm, the thickness is 0.6-1.0mm, the strength is Q345-Q355, the roof panel is not a sliding roof and has no lap joint, and the wind resistance and the tensile property are further improved.
Drawings
FIG. 1 is a schematic view of the mounting structure of an roof panel, a cornice base plate and an inner plug in the present invention;
fig. 2 is a schematic view of an installation structure of a roof panel, a modulus back plate and an outer plug in the invention;
FIG. 3 is a schematic view of the mounting structure of the roof panel, the batten and the inner plug of the present invention;
fig. 4 is a schematic view of an installation structure of a roof panel and a support in the present invention;
fig. 5 is a schematic structural view of a roof panel according to the invention;
FIG. 6 is a schematic view of the structure of the stand according to the present invention;
FIG. 7 is a schematic structural view of an inner plug according to the present invention;
FIG. 8 is a schematic structural view of an outer plug according to the present invention;
FIG. 9 is a schematic front view of the bead of the present invention;
FIG. 10 is a schematic top view of the bead of the present invention;
FIG. 11 isbase:Sub>A schematic cross-sectional view taken along line A-A of FIG. 10;
FIG. 12 is a schematic cross-sectional view taken along line B-B of FIG. 10;
FIG. 13 is a schematic top view of the modular backplane of the present invention;
FIG. 14 is a schematic front view of the modular backplane of the present invention;
FIG. 15 is a schematic view of the construction of the cornice mat of the present invention;
FIG. 16 is a schematic side view of the cornice insert of the present invention;
wherein, 1 is a cornice backing plate, 11 is a first backing plate, 12 is a second backing plate, 13 is a third backing plate, 14 is a fourth backing plate, 15 is a first hole, and 16 is a second hole;
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 an inner plug, 31 is the upper part of the inner plug, 32 is the lower part of the inner plug, and 33 is an inner plug hole;
4 is a pressing strip, 41 is a pressing strip body, 42 is a transverse strip, 43 is a slant strip I, 44 is a slant strip II, 45 is a pressing strip hole, 46 is a vertical reinforcing rib clamping position, 47 is a pressing strip connecting part, and 48 is a water tank;
5 is a modulus back plate, 51 is a supporting part, 52 is a back plate connecting part, 53 is a reinforcing rib and 54 is a groove;
6 is an outer plug, 61 is a step I, 62 is a step II, and 63 is an installation groove;
7 is a support, 71 is a support, 72 is a base, 73 is a connecting piece, 74 is a stress piece, 75 is a reinforcing piece, and 76 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 to 16, the high-wave high-bearing-capacity roof system of the present invention includes a cornice base plate 1, a plurality of roof panels 2 are connected to the cornice base plate 1, the roof panels 2 are connected to each other, a support 7 is provided below the joint of the roof panels 2, a batten 4 is provided above the roof panels 2, a modulus back plate 5 is provided below the roof panels 2, an inner plug 3 is provided between the roof panels 2 and the cornice base plate 1, an outer plug 6 is provided between the modulus back plate 5 and the roof panels 2, and the modulus back plate 5 is provided below the outer plug 6.
The roof panel 2 is equipped with vertical strengthening rib 21, wind-resistant step 22 and umbrella type lock seam structure 23, and wind-resistant step 22 is located the both sides of vertical strengthening rib 21, and umbrella type lock seam structure 23 is 465-495 lock seam, has extremely strong wind-resistant performance when the lock seam is 465, and the wind-resistant performance is strengthened on the reinforce when the lock seam reaches 495. The special umbrella-shaped lock seam structure has extremely superior lock seam strength and rigidity, and provides sufficient strength and rigidity support for anti-damage of a wind test.
The wave height of the roof panel 2 is more than 75mm, and the roof panel can successfully pass a 105psf (5.0 Kpa) air pressure strength test under the condition of not adding a wind-resistant clamp, which is equivalent to 17-grade typhoon.
The support 7 is positioned below the umbrella-shaped lock seam structure 23, the support 7 comprises a support part 71, a base 72 is arranged below the support part 71, a connecting part 73 is arranged above the support part 71, two stress parts 74 are arranged above the connecting part 73, and the two stress parts 74 are respectively positioned at two sides of the connecting part 73. A reinforcing part 75 is arranged between the supporting part 71 and the base 72, a transition part 76 is arranged between the supporting part 71 and the connecting part 73, the force-bearing part 74 is perpendicular to the connecting part 73, the connecting part 73 is perpendicular to the transition part 76, the transition part 76 is perpendicular to the supporting part 71, and the reinforcing part 75 is perpendicular to the base 72. The base 72, the reinforcing part 75, the supporting part 71, the transition part 76, the connecting part 73 and the stressed part 74 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 inner plug 3 comprises an upper portion 31 and a lower portion 32, both the upper portion 31 and the lower portion 32 are trapezoidal, the upper portion 31 is higher than the lower portion 32, and an inner plug hole 33 is reserved in the lower portion 32; the outer plug 6 is in an inverted trapezoid shape and is hollow inside, a first step 61 and a second step 62 are arranged on two sides of the outer plug 6, an installation groove 63 is formed in the bottom of the outer plug 6, and the installation groove 63 is matched with the vertical reinforcing rib 21.
The batten 4 comprises a batten body 41, the batten body 41 is provided with a plurality of batten components, each batten component comprises a transverse strip 42, two ends of each transverse strip 42 are respectively provided with a first inclined strip 43 and a second inclined strip 44, and water grooves 48 are formed below the transverse strips 42, the first inclined strips 43 and the second inclined strips 44, so that water in a roof area 2 can be effectively drained, long-term water accumulation between the batten 4 and a roof panel 2 is avoided, the possibility that accumulated water corrodes a coating of the roof panel 2 and the batten 4 is effectively reduced, and the hidden danger of roof water leakage after long-term corrosion is reduced.
An included angle between the first oblique strip 43 and the second oblique strip 44 is an obtuse angle, the end parts of the two pressing strip assemblies are combined to form a hexagon without protrusions at the upper bottom and the lower bottom, and a pressing strip hole 45 is formed in the hexagon. The pressing strip 4 is provided with a vertical reinforcing rib clamping position 46 for clamping the vertical reinforcing rib 21 of the roof panel 2, so that seamless connection between the pressing strip 4 and the roof panel 2 is realized. The vertical reinforcing rib blocking positions 46 are arranged in the middle of the transverse bar 42, and a vacant position is formed between every two vertical reinforcing rib blocking positions 46; the two ends of the pressing strip 4 are provided with pressing strip connecting parts 47, and the pressing strip connecting parts 47 are Z-shaped.
The module back plate 5 comprises a supporting part 51 and a back plate connecting part 52 which are connected with each other, the width of the back plate connecting part 52 is larger than that of the supporting part 51, a reinforcing rib 53 is arranged in the back plate connecting part 52, the reinforcing rib 53 is arranged along the periphery of the back plate connecting part 52, and two ends of the reinforcing rib 53 are connected with the supporting part 51, so that the sealing performance with a roof panel is further improved, and the wind resistance and tensile strength of the whole roof system are also improved. The back plate connection part 52 is provided with an elongated groove 54, and the groove 54 is located in the middle of the reinforcing rib 53.
The cornice backing plate 1 comprises a first backing plate 11, a second backing plate 12, a third backing plate 13 and a fourth backing plate 14 which are connected with each other, wherein the first backing plate 22 is vertically connected with the second backing plate 23, two ends of the third backing plate 13 are respectively connected with the second backing plate 12 and the fourth backing plate 14, an included angle between the third backing plate 13 and the second backing plate 12 is an obtuse angle, an included angle between the third backing plate 13 and the fourth backing plate 14 is an obtuse angle, and the second backing plate 12 is parallel to the fourth backing plate 14; a plurality of first holes 15 are formed in the second base plate 12 at equal intervals, a plurality of second holes 16 are formed in the fourth base plate 14 at equal intervals, and the interval between the second holes 16 is larger than that between the first holes 15.
The roof panel, the inner plug, the outer plug, the pressing strip, the modulus backboard, the cornice base plate and the like are all pre-punched holes in a factory, and are in modulus precise connection, so that the wind resistance is further improved.
The above-mentioned embodiments are only used for explaining the inventive concept of the present invention, and do not limit the protection of the claims of the present invention, and any insubstantial modifications of the present invention using this concept shall fall within the protection scope of the present invention.
Claims (8)
1. A roofing system of high ripples height bearing capacity which characterized in that: the eave base plate is connected with a plurality of roof boards, the roof boards are connected with one another, a support is arranged below the joint of the roof boards, a pressing strip is arranged above the roof boards, a modulus backboard is arranged below the roof boards, an inner plug is arranged between the roof boards and the eave base plate, an outer plug is arranged between the modulus backboard and the roof boards, and a modulus backboard is arranged below the outer plug;
the roof panel is provided with vertical reinforcing ribs, wind-resistant steps and an umbrella-shaped locking seam structure, the wind-resistant steps are positioned on two sides of the vertical reinforcing ribs, the umbrella-shaped locking seam structure is 465-495-degree locking seam, and the support is positioned below the umbrella-shaped locking seam structure;
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.
2. The high wave height load bearing roofing system of claim 1, wherein: the wave height of the roof panel is larger than 75mm.
3. The high wave height load bearing roofing system of claim 1, 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; the base, the reinforcing piece, the supporting piece, the transition piece, the connecting piece and the stressed piece are all integrally formed, the stressed 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.
4. The high wave height load bearing roofing system of claim 1, wherein: the inner plug comprises an upper part and a lower part, the upper part and the lower part are both trapezoidal, the height of the upper part of the inner plug is greater than that of the lower part of the inner plug, and an inner plug hole is reserved in the lower part of the inner plug; the outer plug is in an inverted trapezoid shape and is hollow inside, the two sides of the outer plug are provided with a first step and a second step, the bottom of the outer plug is provided with a mounting groove, and the mounting groove is matched with the vertical reinforcing ribs.
5. The high wave height load bearing roofing system of claim 1, wherein: the pressing strip comprises a pressing strip body, the pressing strip body is provided with a plurality of pressing strip assemblies, each pressing strip assembly comprises a transverse strip, two ends of each transverse strip are respectively provided with a first inclined strip and a second inclined strip, water grooves are formed below the transverse strips, the first inclined strips and the second inclined strips, an included angle between the first inclined strips and the second inclined strips is an obtuse angle, the upper bottom and the lower bottom of each pressing strip assembly are combined to form a hexagon without protrusions, and a pressing strip hole is formed in the hexagon.
6. The high wave height load bearing roofing system of claim 5, wherein: the pressing strip is provided with vertical reinforcing rib clamping positions, the vertical reinforcing rib clamping positions are arranged in the middle of the transverse strip, and a vacant position is formed between every two vertical reinforcing rib clamping positions; and pressing strip connecting parts are arranged at two ends of the pressing strip and are Z-shaped.
7. The high wave height load bearing roofing system of claim 1, wherein: the module back plate comprises a supporting part and a back plate connecting part which are connected with each other, the width of the back plate connecting part is larger than that of the supporting part, a reinforcing rib is arranged in the back plate connecting part, the reinforcing rib is arranged along the periphery of the back plate connecting part, and two ends of the reinforcing rib are connected with the supporting part; the backboard connecting part is provided with a strip-shaped groove which is positioned in the middle of the reinforcing rib.
8. The high wave height load bearing roofing system of claim 1, wherein: the cornice base plate comprises a first base plate, a second base plate, a third base plate and a fourth base plate which are connected with each other, the first base plate and the second base plate are vertically connected, two ends of the third base plate are respectively connected with the second base plate and the fourth base plate, an included angle between the third base plate and the second base plate is an obtuse angle, an included angle between the third base plate and the fourth base plate is an obtuse angle, and the second base plate is parallel to the fourth base plate; the second backing plate is provided with a plurality of first holes at equal intervals, the fourth backing plate is provided with a plurality of second holes at equal intervals, and the intervals of the second holes are larger than the intervals of the first holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210949294.7A CN115182510A (en) | 2022-08-09 | 2022-08-09 | High-wave high-bearing-capacity roof system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210949294.7A CN115182510A (en) | 2022-08-09 | 2022-08-09 | High-wave high-bearing-capacity roof system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN115182510A true CN115182510A (en) | 2022-10-14 |
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ID=83522462
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210949294.7A Pending CN115182510A (en) | 2022-08-09 | 2022-08-09 | High-wave high-bearing-capacity roof system |
Country Status (1)
| Country | Link |
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| CN (1) | CN115182510A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115182508A (en) * | 2022-08-09 | 2022-10-14 | 精工工业建筑系统集团有限公司 | Method for mounting high-wave high-bearing-capacity roof panel |
| CN115182509A (en) * | 2022-08-09 | 2022-10-14 | 精工工业建筑系统集团有限公司 | Installation method of high-wave high-bearing-capacity ridge |
| CN115306084A (en) * | 2022-08-09 | 2022-11-08 | 精工工业建筑系统集团有限公司 | High-wave high-bearing-capacity roof panel |
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| CN108678294A (en) * | 2018-05-29 | 2018-10-19 | 精工工业建筑系统有限公司 | A kind of assembling-type metal roof ridge node and its installation method |
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| CN112482639A (en) * | 2019-09-12 | 2021-03-12 | 黄冈师范学院 | Assembled roof |
| CN115182509A (en) * | 2022-08-09 | 2022-10-14 | 精工工业建筑系统集团有限公司 | Installation method of high-wave high-bearing-capacity ridge |
| CN218149280U (en) * | 2022-08-09 | 2022-12-27 | 精工工业建筑系统集团有限公司 | High-wave high-bearing-capacity roof system |
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| US6050030A (en) * | 1998-06-03 | 2000-04-18 | Wax, Sr.; Roger D. | Rain gutter system for overlapping corrugated roof panels |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115182508A (en) * | 2022-08-09 | 2022-10-14 | 精工工业建筑系统集团有限公司 | Method for mounting high-wave high-bearing-capacity roof panel |
| CN115182509A (en) * | 2022-08-09 | 2022-10-14 | 精工工业建筑系统集团有限公司 | Installation method of high-wave high-bearing-capacity ridge |
| CN115306084A (en) * | 2022-08-09 | 2022-11-08 | 精工工业建筑系统集团有限公司 | High-wave high-bearing-capacity roof panel |
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