CN214246281U - Anti wind snow additional strengthening of metal roofing - Google Patents
Anti wind snow additional strengthening of metal roofing Download PDFInfo
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- CN214246281U CN214246281U CN202023019365.9U CN202023019365U CN214246281U CN 214246281 U CN214246281 U CN 214246281U CN 202023019365 U CN202023019365 U CN 202023019365U CN 214246281 U CN214246281 U CN 214246281U
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Abstract
The utility model relates to an anti snow additional strengthening of metal roofing, support superimposed shingle and be located including the multilayer the shingle lower extreme just supports in the wall board on ground, the shingle is the slope form, the shingle lower extreme is provided with the connecting plate that the polylith is vertical form side by side, many confessions have been seted up to wall board upper end connecting plate male spread groove, wall board side has spread into the reference column, the reference column passes a plurality of spread grooves and connecting plate in proper order. The application has the characteristics of firmness, long service life and the like.
Description
Technical Field
The application relates to the technical field of building construction, in particular to a wind and snow resistant reinforcing structure for a metal roof.
Background
At present, with the acceleration of the modern construction speed of our country, the application of metal roofs in industrial and civil buildings is more and more extensive, and a large number of metal roof panel systems are adopted in buildings such as airport terminal buildings, large-scale factory buildings, railway stations, rainsheds and the like. Because the roof structure dead weight is light, and the design is often the roofing of overlength super wide. The roof system has large wind area and complex wind condition, and the actual positive and negative wind pressure of the roof system can not be accurately calculated, so the roof system is designed by adopting a test verification mode. However, with the continuous emergence of severe weather, particularly under the condition of extreme weather such as typhoon, the accidents of falling off and turning over of the metal roof panels are frequent, and the problem of weak wind resistance is increasingly prominent.
The prior patent grant publication number: CN209637119U discloses a die mould metal roof boarding anti-wind strengthening rib subassembly, including die mould metal roof boarding, "L" shape angle sign indicating number connecting piece, anti-wind collet, anti-wind strengthening rib and a plurality of "T" shape support arm of falling, its characterized in that: the wind-resistant reinforcing rib is of a long-strip metal plate plane structure, and two ends of the wind-resistant reinforcing rib are fixedly connected with vertical side plate ribs of the profiled metal roof plate through L-shaped connecting corner connectors and wind-resistant locking clamps; the lower side plane of the wind-resistant reinforcing rib is provided with a plurality of inverted T-shaped supporting arms, and the supporting surfaces of the inverted T-shaped supporting arms are connected with the wave trough plane of the profiled metal roof panel and are longitudinally arranged along the wave trough plane.
The inventor thinks that the metal roof is enough in self structural strength on one hand and firm in connection with the wall surface of the house on the other hand when bearing strong wind and keeping stable, and the metal roof in the scheme is enough in self strength but not well connected with the wall body of the house, so that the metal roof is not firm enough when in use.
SUMMERY OF THE UTILITY MODEL
In order to promote the firm degree when metal roofing uses, this application provides a metal roofing anti wind snow additional strengthening.
The above object of the present application is achieved by the following technical solutions:
the utility model provides a metal roofing anti wind snow additional strengthening, includes that the multilayer supports superimposed shingle and is located the shingle lower extreme and support in the wall body board on ground, the shingle is the slope form, the shingle lower extreme is provided with the polylith side by side and is the connecting plate of vertical form, wall body board upper end is seted up many confession the connecting plate male spread groove, wall body board side spreads into has the reference column, the reference column passes a plurality of spread grooves and connecting plate in proper order.
Through adopting above-mentioned technical scheme, when putting up the house through this metal roofing additional strengthening, with the wall body board firmly fixed subaerial, then align roof board lower extreme connecting plate and insert in the spread groove of wall body board upper end, then bond together through concrete slurry, penetrate the reference column again and fix to make wall body board and roof board fixed together, and then promote the firm degree when metal roofing uses, prolong the life of metal roofing.
Preferably, the wall body plates are provided with connecting nets on two side walls of the connecting grooves, the connecting nets abut against two side ends of the connecting plates, and concrete slurry is poured into the connecting nets.
Through adopting above-mentioned technical scheme, the both sides end subsides of connecting plate are established the connecting network, with connecting plate and connecting network together peg graft into the spread groove in, the concrete slurry has been filled in the connecting network to strengthen the inseparable degree of connection of spread groove inner wall on connecting plate and the wall body board, and then strengthen the firm degree of connection, promote the firm degree when metal roofing uses.
Preferably, the roof panel is provided with a plurality of ventilation holes inclined upward on the outer side of the wall body panel.
By adopting the technical scheme, after the roof plate and the wall body plate are connected together, once the roof plate is turned over, the part of the roof plate with the largest bearing force is the part extending out of the wall body plate on the roof plate, and the part is very easy to blow by wind power.
Preferably, the lower end of the roof plate is rotatably provided with a first connecting rod, and the outer side of the wall body plate is rotatably provided with a second connecting rod fixedly connected with the first connecting rod.
Through adopting above-mentioned technical scheme, rotate at the shingle lower extreme and set up the head rod, the outer wall of wall body rotates and sets up the second connecting rod, be in the same place head rod and second connecting rod are fixed to draw the shingle downwards through head rod and second connecting rod slope, when the shingle bore the power of upwards lifting, head rod and second connecting rod provide certain pulling force, reduce the probability of being lifted, thereby effectual improvement metal roofing firm degree when using.
Preferably, the ends, close to each other, of the first connecting rod and the second connecting rod are in staggered sliding abutting joint, the outer peripheral sides of the first connecting rod and the second connecting rod are respectively provided with a connecting half thread, and the first connecting rod and the second connecting rod are rotatably sleeved with a locking thread sleeve at the staggered positions through threads.
Through adopting above-mentioned technical scheme, the mutual butt of head rod and second connecting rod side, then rotate the locking thread bush and overlap at head rod and second connecting rod side and with connect half-thread and cooperate, rotate the locking thread bush and can make head rod and second connecting rod move in opposite directions to it is taut with the shingle, make and conveniently adjust the tautness after using for a long time, thereby guarantee that the shingle can tightly support tightly in wall body board upper end, promote firm degree.
Preferably, criss-cross reinforcing ribs are arranged at the lower end of the roof plate.
Through adopting above-mentioned technical scheme, the peace of welfare sets up the strengthening rib under the shingle, promotes the structural strength of shingle self to firm degree when promoting the metal roofing and using.
Preferably, the first connecting rod and the second connecting rod are located between adjacent ventilation holes.
Through adopting above-mentioned technical scheme, head rod and second connecting rod are all that the metal is made, and after head rod and second connecting rod are blown by the wind for a long time and drenched, the surface will be corroded to self nature changes, causes phenomenons such as collapse easily, sets up head rod and second connecting rod between adjacent ventilative hole in this scheme, thereby reduces the contact of head rod and second connecting rod with the rainwater, increase of service life.
Preferably, the bottom of the roof plate is provided with a heavy weight block.
By adopting the technical scheme, the heavy weight block is arranged at the bottom of the roof plate, so that the downward pressure of the bottom of the roof plate is improved, and the roof plate can bear larger wind force without being blown over.
To sum up, the beneficial technical effect of this application does:
1. the wall body plate is firmly fixed on the ground, then the connecting plate at the lower end of the roof plate is aligned with the connecting groove at the upper end of the wall body plate and inserted, then the connecting plate is bonded together through concrete slurry, and then the connecting plate penetrates through the positioning column for fixing, so that the wall body plate and the roof plate are fixed together, the firmness of the metal roof in use is improved, and the service life of the metal roof is prolonged;
2. the part of the roof plate extending out of the wall body plate is provided with an inclined ventilation hole, so that part of wind can be blown out obliquely from the ventilation hole directly when strong wind blows to the lower part of the roof plate, and further the pressure born by the roof plate is reduced;
3. the locking thread sleeve is rotated to enable the first connecting rod and the second connecting rod to move in opposite directions, so that the roof plate is tensioned, the tension degree can be conveniently adjusted after the roof plate is used for a long time, the roof plate can be tightly abutted to the upper end of the wall plate, and the firmness degree is improved.
Drawings
FIG. 1 is a schematic structural diagram of a wind and snow resisting reinforcing structure of a metal roof;
FIG. 2 is a partial exploded view of the wind and snow resistant reinforcing structure of the metal roof;
FIG. 3 is an enlarged view of FIG. 2 at A;
fig. 4 is a schematic view of the construction of the wall panel.
In the figure: 1. a roof deck; 2. a wall plate; 3. reinforcing ribs; 4. a connecting plate; 5. connecting grooves; 6. connecting a net; 7. a positioning column; 8. a ventilation hole; 9. a first connecting rod; 10. connecting half threads; 11. a second connecting rod; 12. locking the threaded sleeve; 13. heavy weight block.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
Referring to fig. 1 and 2, the wind and snow resisting reinforcement structure for the metal roof comprises a plurality of layers of superposed roof plates 1 and wall body plates 2 which are positioned at the lower ends of the roof plates 1 and supported on the ground.
Referring to fig. 3 and 4, roof board 1 self is the slope and arranges, the lower extreme welding of roof board 1 has vertically and horizontally staggered's strengthening rib 3, roof board 1's lower extreme an organic whole is provided with the connecting plate 4 that is vertical form, the total polylith of connecting plate 4, be parallel to each other between the polylith connecting plate 4 and the interval between adjacent the same, the upper end of wall body board 2 is slope form and butt at roof board 1's lower extreme, a plurality of spread grooves 5 that are vertical form have been seted up to wall body board 2's upper end, when roof board 1 and wall body board 2 assemble, connecting plate 4 is vertical to be pegged graft to in the spread groove 5.
Each subsides of both sides end of connecting plate 4 are equipped with one deck connecting network 6, when connecting plate 4 inserts in the spread groove 5, connecting network 6 inserts together, pour into concrete mud in the looks spread groove 5 between inserting, make and insert back concrete mud and can annotate connecting network 6, thereby promote the firm in connection degree of connecting plate 4 and spread groove 5 inner wall, adopt polylith connecting plate 4 to insert simultaneously and make there is not the gap in roof board 1 and wall body board 2 junction, thereby can not be windy blow in indoor along between roof board 1 and the wall body board 2, the heat preservation effect is better.
The side end level of wall body board 2 has penetrated reference column 7, and reference column 7 passes wall body board 2, spread groove 5 and connecting plate 4 in proper order to fixed by concrete mud.
The roof board 1 has evenly seted up ventilative hole 8 in the outside of wall body board 2, and ventilative hole 8 inclines to the top by the bottom of degree roof for when strong wind blows to roof board 1 bottom, wind can directly upwards blow out along ventilative hole 8 slope, reduces the power that roof board 1 bore.
The lower end of the roof plate 1 is rotatably connected with a first connecting rod 9 between adjacent ventilation holes 8 through a rotating shaft, one end of the first connecting rod 9, which is far away from the roof plate 1, is in a semi-cylindrical shape, a connecting half thread 10 is arranged on the outer circumferential side of the first connecting rod 9, the outer end of the wall body plate 2 is rotatably connected with a second connecting rod 11 through the rotating shaft, one end of the second connecting rod 11, which is far away from the wall body plate 2, is in a semi-cylindrical shape, a connecting half thread 10 is also arranged on the outer circumferential side of the second connecting rod 11, the side ends of the first connecting rod 9 and the second connecting rod 11 are in sliding and abutting connection, locking thread sleeves 12 are sleeved on the circumferential sides of the first connecting rod 9 and the second connecting rod 11, the locking thread sleeves 12 are in threaded connection with the connecting half thread 10 on the side ends of the first connecting rod 9 and the second connecting rod 11, so that the locking thread sleeves 12 are rotated to enable the first connecting rod 9 and the second connecting rod 11 to slide in opposite directions, thereby pulling the roof panel 1 downwards.
A plurality of heavy weight blocks 13 are fixed on the bottommost part of the roof plate 1 through bolts, and the downward pressure of the roof plate 1 is enhanced through the heavy weight blocks 13.
The implementation principle of the embodiment is as follows:
when building a house through this metal roofing additional strengthening, firmly fix wall body board 2 subaerial, connect the net 6 in the both sides end bonding of connecting plate 4 of roof board 1 lower extreme, pour into concrete mud in the spread groove 5 of wall body board 2 upper end, then align connecting plate 4 and connecting net 6 in the spread groove 5 of wall body board 2 upper end and insert, make wall body board 2 and roof board 1 bond together through concrete mud, it fixes to penetrate reference column 7 again, rotate head rod 9 and second connecting rod 11, cover locking thread bush 12 all around at head rod 9 and second connecting rod 11, make locking thread bush 12 and head rod 9 and the connecting half-thread 10 threaded connection of 11 all sides of second connecting rod, rotate locking thread bush 12, make head rod 9 and second connecting rod 11 be taut state.
The embodiments of the present invention are preferred embodiments of the present application, and the scope of protection of the present application is not limited by the embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a metal roofing anti wind snow additional strengthening which characterized in that: the roof plate comprises a plurality of layers of roof plates (1) which are supported and overlapped and wall body plates (2) which are located at the lower ends of the roof plates (1) and supported on the ground, wherein the roof plates (1) are inclined, a plurality of connecting plates (4) which are vertical are arranged at the lower ends of the roof plates (1) side by side, a plurality of connecting grooves (5) for inserting the connecting plates (4) are formed in the upper ends of the wall body plates (2), a positioning column (7) is introduced into the side end of each wall body plate (2), and the positioning column (7) sequentially penetrates through the connecting grooves (5) and the connecting plates (4).
2. The metal roofing snow and wind resistant reinforcement structure of claim 1, wherein: the wall body plate (2) are in connecting groove (5) both sides wall is provided with connecting network (6), connecting network (6) butt in connecting plate (4) both sides end, the concrete slurry has been poured into in connecting network (6).
3. The metal roof snow and wind resistant reinforcing structure according to claim 2, wherein: the roof plate (1) is provided with a plurality of ventilation holes (8) which are inclined upwards on the outer side of the wall body plate (2).
4. The metal roofing wind and snow resistant reinforcement structure of claim 3, wherein: the lower end of the roof plate (1) is rotatably provided with a first connecting rod (9), and the outer side of the wall body plate (2) is rotatably provided with a second connecting rod (11) fixedly connected with the first connecting rod (9).
5. The metal roof snow and wind resistant reinforcing structure according to claim 4, wherein: the connecting structure is characterized in that one ends, close to each other, of the first connecting rod (9) and the second connecting rod (11) are in staggered sliding butt joint, connecting half threads (10) are respectively arranged on the outer peripheral sides of the first connecting rod (9) and the second connecting rod (11), and locking thread sleeves (12) are sleeved on the staggered positions of the first connecting rod (9) and the second connecting rod (11) through thread rotation.
6. The metal roofing wind and snow resistant reinforcement structure of claim 5, wherein: the lower end of the roof plate (1) is provided with criss-cross reinforcing ribs (3).
7. The metal roofing wind and snow resistant reinforcement structure of claim 6, wherein: the first connecting rod (9) and the second connecting rod (11) are positioned between the adjacent ventilation holes (8).
8. The metal roofing snow and wind resistant reinforcement structure of claim 1, wherein: the bottom of the roof plate (1) is provided with a heavy weight block (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023019365.9U CN214246281U (en) | 2020-12-14 | 2020-12-14 | Anti wind snow additional strengthening of metal roofing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023019365.9U CN214246281U (en) | 2020-12-14 | 2020-12-14 | Anti wind snow additional strengthening of metal roofing |
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| Publication Number | Publication Date |
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| CN214246281U true CN214246281U (en) | 2021-09-21 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202023019365.9U Active CN214246281U (en) | 2020-12-14 | 2020-12-14 | Anti wind snow additional strengthening of metal roofing |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115434478A (en) * | 2022-09-14 | 2022-12-06 | 辽宁美耐金属建筑系统有限公司 | Wind-resistant snow-blocking mechanism for metal roof |
-
2020
- 2020-12-14 CN CN202023019365.9U patent/CN214246281U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115434478A (en) * | 2022-09-14 | 2022-12-06 | 辽宁美耐金属建筑系统有限公司 | Wind-resistant snow-blocking mechanism for metal roof |
| CN115434478B (en) * | 2022-09-14 | 2024-01-19 | 辽宁美耐金属建筑系统有限公司 | Anti-windshield snow mechanism for metal roof |
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