CN201574538U - Canopy eave structural system - Google Patents
Canopy eave structural system Download PDFInfo
- Publication number
- CN201574538U CN201574538U CN2009202224711U CN200920222471U CN201574538U CN 201574538 U CN201574538 U CN 201574538U CN 2009202224711 U CN2009202224711 U CN 2009202224711U CN 200920222471 U CN200920222471 U CN 200920222471U CN 201574538 U CN201574538 U CN 201574538U
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- China
- Prior art keywords
- awning
- plate
- cornice
- shrouding
- drawknot
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- Expired - Lifetime
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- Building Awnings And Sunshades (AREA)
- Tents Or Canopies (AREA)
Abstract
A canopy cornice structural system comprises a cornice baffle, a metal drawknot folded part and an end seal plate, wherein, the end seal plate is mounted on the outer side surface of a purline of the capony; the metal drawknot folded part adopts a flat bent part; the vertical bent section of the metal drawknot bent part is mounted on the outer side surface of the end seal plate; the purline, the end seal plate and the metal drawknot bent part are in fastening connection through a fastening piece; the cornice baffle is covered at the outer end of the canopy cornice structural system; an upper baffle of the cornice baffle is covered at the extension end of the cornice of the upper plate of the canopy, and is riveted with the upper baffle on the upper plate; a lower baffle is clung to the lower surface of a horizontal bent section of the metal drawknot bent part, and is riveted with the lower baffle. The utility model has the advantages of simple structure, low cost, convenient construction and disassembly, high structural strength, can prevent rain water from splashing or intensively washing the ground, and is suitable for capony cornice structural systems with construction steel structures.
Description
Technical field
The utility model belongs to construction steel structure awning field, is specifically related to a kind of awning cornice structural system.
Background technology
At present, in the construction steel structure engineering, the awning common practices all is to adopt two-layer color steel up and down, middle make outrigger with shaped steel, the gradient is for turning forward, i.e. draining forward, and awning also recedes greatly certainly, adopt built-in gutter, be formed with and organize draining, the rainwater pipe can descend along wall.But with regard to the awning of rainwater to the front row, the overwhelming majority is direct free draining now, and outward appearance is neither attractive in appearance, and during raining, also can splash by rainwater in the awning position; Some awning, take to carry additionally a color steel gutter in awning cornice end, because awning is encorbelmented away apart from metope one segment distance, the rainwater pipe is difficult for fixing, the just direct color steel gutter two ends that have are not sealed, directly rainwater is arranged towards the awning both sides, because the direct plug-in cornice of color steel gutter, hanging point is under top plate, do not produce below and get in touch,, be the wind suction that makes progress from building wind load stressing conditions with the awning structure, rather than wind pressure down, so cornice end color steel gutter turns over unstability on easily under wind action, thereby loses the effect of cornice color steel gutter, and the two ends rainwater is concentrated discharging, and the ground of permanent position is washed away seriously.
The utility model content
In order to overcome the above deficiency of existing awning cornice structural system, the purpose of this utility model is: a kind of awning cornice structural system is provided, this awning cornice structural system is simple in structure, with low cost, easy construction, be convenient to dismounting, the structural strength height can not produce that rainwater splashes or lumped scour ground.
The technical scheme that its technical problem that solves the utility model adopts is as follows:
A kind of awning cornice structural system, it comprises awning upper plate, awning outrigger, awning lower plate and awning purlin, awning upper plate and awning lower plate are contained in the above and below of awning outrigger respectively, and the awning purlin is contained in the end face of awning outrigger, and are fastenedly connected with awning upper plate and awning lower plate.Described awning cornice structural system also comprises cornice baffle plate, metal drawknot folding part and end shrouding, described end shrouding is installed on the lateral surface of awning purlin, described metal drawknot folding part is a flat bending part, the vertical folding section of this metal drawknot folding part is contained in the lateral surface of end shrouding, by securing member awning purlin, end shrouding and metal drawknot folding part three is fastenedly connected; Described cornice shutter is in the outer end of awning cornice structural system, and fixedlys connected respectively with the cornice overhanging end of awning upper plate and the level folding section of metal drawknot folding part.
Described cornice baffle plate is bent into continuous four sections by the monoblock color steel: upper plate plate overhead gage, front baffle plate, lower baffle plate and draining board; Upper plate plate overhead gage and lower baffle plate are horizontal baffle, and the front baffle plate is a vertical baffle.Upper plate plate overhead gage covers the cornice overhanging end at the awning upper plate, rivets with upper plate plate overhead gage; Lower baffle plate is close to the soffit of metal drawknot folding part level folding section, rivets with lower baffle plate.
Compared with prior art, the beneficial effects of the utility model are:
1, simple in structure, easy construction
The main member of the utility model awning structural system is combined by being spirally connected or riveting by band steel, color steel bending and molding, and it is simple in structure, is convenient to construction.
2, structural strength height can not produce that rainwater splashes or lumped scour
Owing to used metal drawknot folding part in the utility model awning structural system, this metal drawknot folding part intensity height, make the awning cornice extention material can be because of unstability under the wind suction effect, owing to the cornice baffle plate has blocked rainwater under the suitable slope, make it can not produce to splash, can not form rainwater lumped scour ground.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is the side schematic view of the utility model awning cornice structural system.
Fig. 2 is the end shrouding schematic diagram among Fig. 1.
Fig. 3 is the cornice baffle plate schematic diagram among Fig. 1.
Fig. 4 is the metal drawknot folding part schematic diagram among Fig. 1.
Among the figure, 1. awning upper plate, 2. awning outrigger, 3. awning lower plate, 4. awning purlin, 5. foam plug, 6. self threading pin, 7. rivet, 8. cornice baffle plate, 9. metal drawknot folding part, 10. end shrouding, shrouding under the 11. upper plate plates, 12. shrouding head-on, 13. bottom shroudings turn over shrouding on 14., 15. lower plate plate upper sealing plate, knuckle on the 16. end shroudings, 21. upper plate plate overhead gages, 22. front baffle plate one, 23. front baffle plate two, 24. lower baffle plates, 25. draining board, knuckle on the 26. cornice baffle plates, 31. vertical folding sections, 32. oblique folding section, 33. level folding section, 34. knuckles, one, 35. knuckle two.
The specific embodiment
Figure 1 shows that an embodiment of the utility model awning cornice structural system, this awning cornice structural system mainly is made up of several parts such as awning upper plate 1, awning outrigger 2, awning lower plate 3, awning purlin 4, cornice baffle plate 8, metal drawknot folding part 9, end shroudings 10.Awning upper plate 1 and awning lower plate 3 are contained in the above and below of awning outrigger 2 respectively, and awning purlin 4 is contained in the end face of awning outrigger 2, and are fastenedly connected with awning upper plate 1 and awning lower plate 3.
As shown in Figure 2, end shrouding 10 is by monoblock color steel bending and molding, be bent into continuous five sections, be respectively shrouding 11 under the upper plate plate, head-on shrouding 12, bottom shrouding 13, on turn over shrouding 14 and lower plate plate upper sealing plate 15, by shrouding 11 under the upper plate plate, head-on the space that forms of shrouding 12 and lower plate plate upper sealing plate 15 just can be buckled on the awning purlin 4, end shrouding 10 is installed on the lateral surface of awning purlin 4.On turn over the height of the height of shrouding 14 more than or equal to awning lower plate 3, the width of bottom shrouding 13 is 20～50mm, the optimum width of bottom shrouding 13 is 30mm.By the angle of knuckle 16 on shrouding 11 under the upper plate plate and the end shrouding that head-on forms between the shrouding 12 greater than 90 °.
As shown in Figure 3, cornice baffle plate 8 is bent into continuous four sections by monoblock color steel bending and molding, is respectively upper plate plate overhead gage 21, front baffle plate, lower baffle plate 24 and draining board 25; Upper plate plate overhead gage 21 and lower baffle plate 24 are horizontal baffle, and the front baffle plate is a vertical baffle, and according to the requirement of monolithic architecture style, the front baffle plate can be divided into step-like two vertical baffles 22,23, also can be same perpendicular or circular-arc baffle plate.
Cornice baffle plate 8 covers in the outer end of awning cornice structural system, and the upper plate plate overhead gage 21 of this cornice baffle plate 8 covers the cornice overhanging end at awning upper plate 1, rivets by rivet 7 with upper plate plate overhead gage 21; Lower baffle plate 24 is close to the soffit of the metal drawknot folding part level folding section 33 among Fig. 4, with lower baffle plate 24 riveted joints.Angle between upper plate plate overhead gage 21 and the front baffle plate, promptly on the cornice baffle plate angle of knuckle 26 greater than 90 °.
As shown in Figure 4, metal drawknot folding part 9 is the thick band steel bending and molding of 3.0mm, be bent into continuous three sections, be respectively vertical folding section 31, oblique folding section 32 and level folding section 33, the knuckle 2 35 between knuckle 1 between vertical folding section 31 and the oblique folding section 32 and level folding section 33 and the oblique folding section 32 is the obtuse angle; Oblique folding section 32 can be linear and also can be arc; The width of this metal drawknot folding part 9 is 25～50mm, and arrangement pitch is 250mm～1000mm.Optimum width is 40mm, and arrangement pitch is 500mm.
The vertical folding section 31 of metal drawknot folding part 9 is contained in the lateral surface of end shrouding 10, by self threading pin 6 awning purlin 4, end shrouding 10 and metal drawknot folding part 9 threes is fastenedly connected.
When the utility model awning is installed, installing awning outrigger 2 and awning purlin 4, and awning upper plate 1 and awning lower plate 3 be not when also installing, end shrouding 10 is buckled on the awning purlin 4, awning upper plate 1 is installed then, inserting the foam plug 5 identical with awning upper plate 1 template under the upper plate plate of awning upper plate 1 and end shrouding 10 between the shrouding 11, drift bolt is on the top flange of awning purlin 4 from the top down with self threading pin 6, and self threading pin 6 is holed on the crest of awning upper plate 1 herein; Awning lower plate 3 is pushed down the lower plate plate upper sealing plate 15 of end shrouding 10 up, and upwards drift bolt is on the bottom flange of awning purlin 4 with self threading pin 6 then, and self threading pin is drilled in awning lower plate 3 troughs herein; Subsequently, with self threading pin the vertical folding section 31 of metal drawknot folding part 9 is attached to head-on shrouding 12 outsides of end shrouding 10, nail is on the web of awning purlin 4; At last, the upper plate plate overhead gage 21 of cornice baffle plate 8 is covered cornice overhanging end at awning upper plate 1, with two row rivets 7 or suturing nails together upper plate plate overhead gage 21 rivetings of the crest of awning upper plate 1 and cornice baffle plate 8, the lower baffle plate 24 of cornice baffle plate 8 is close to level folding section 33 soffits of metal drawknot folding part 9, from bottom to top lower baffle plate 24 and level are rolled over section 33 rivetings together with rivet 7, promptly formed the utility model awning cornice structural system.
Claims (7)
1. awning cornice structural system, it comprises awning upper plate (1), awning outrigger (2), awning lower plate (3) and awning purlin (4), awning upper plate (1) and awning lower plate (3) are contained in the above and below of awning outrigger (2) respectively, awning purlin (4) is contained in the end face of awning outrigger (2), and be fastenedly connected with awning upper plate (1) and awning lower plate (3), it is characterized in that: described awning cornice structural system also comprises cornice baffle plate (8), metal drawknot folding part (9) and end shrouding (10), described end shrouding (10) is installed on the lateral surface of awning purlin (4); Described metal drawknot folding part (9) is a flat bending part, the vertical folding section (31) of this metal drawknot folding part (9) is contained in the lateral surface of end shrouding (10), by securing member awning purlin (4), end shrouding (10) and metal drawknot folding part (9) three is fastenedly connected; Described cornice baffle plate (8) covers in the outer end of awning cornice structural system, and fixedlys connected respectively with the cornice overhanging end of awning upper plate (1) and the level folding section (33) of metal drawknot folding part (9).
2. awning cornice structural system according to claim 1, it is characterized in that: described metal drawknot folding part (9) is the band steel bending and molding, be bent into continuous three sections, be respectively vertical folding section (31), oblique folding section (32) and level folding section (33), the knuckle two (35) between knuckle one (34) between vertical folding section (31) and the oblique folding section (32) and level folding section (33) and the oblique folding section (32) is the obtuse angle; Oblique folding section (32) can be linear and also can be arc; The width of this metal drawknot folding part (9) is 25～50mm, and arrangement pitch is 250mm～1000mm.
3. awning cornice structural system according to claim 1, it is characterized in that: described end shrouding (10) is by monoblock color steel bending and molding, be bent into continuous five sections, be respectively shrouding under the upper plate plate (11), shrouding (12) heads on, bottom shrouding (13), on turn over shrouding (14) and lower plate plate upper sealing plate (15), by shrouding (11) under the upper plate plate, head-on the space of shrouding (12) and lower plate plate upper sealing plate (15) formation just can be buckled on the awning purlin (4), on turn over the height of the height of shrouding (14) more than or equal to awning lower plate (3), the width of bottom shrouding (13) is 20～50mm.
4. awning cornice structural system according to claim 1, it is characterized in that: described cornice baffle plate (8) is by monoblock color steel bending and molding, be bent into continuous four sections, be respectively upper plate plate overhead gage (21), front baffle plate, lower baffle plate (24) and draining board (25); Upper plate plate overhead gage (21) and lower baffle plate (24) are horizontal baffle, and the front baffle plate is a vertical baffle, and it can be divided into step-like two vertical baffles (22), (23), also can be same perpendicular or circular-arc baffle plate; The upper plate plate overhead gage (21) of this cornice baffle plate (8) covers the cornice overhanging end at awning upper plate (1), rivets with upper plate plate overhead gage (21); Lower baffle plate (24) is close to the soffit of metal drawknot folding part level folding section (33), rivets with lower baffle plate (24).
5. awning cornice structural system according to claim 2 is characterized in that: the width of described metal drawknot folding part (9) is 40mm, and arrangement pitch is 500mm.
6. awning cornice structural system according to claim 3 is characterized in that: in described end shrouding (10), by the angle of knuckle (16) on shrouding (11) under the upper plate plate and the end shrouding that head-on forms between the shrouding (12) greater than 90 °; The width of bottom shrouding (13) is 30mm.
7. awning cornice structural system according to claim 1 is characterized in that: inserting foam plug (5) between the shrouding (11) under the upper plate plate of awning upper plate (1) and end shrouding (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202224711U CN201574538U (en) | 2010-02-23 | 2010-02-23 | Canopy eave structural system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202224711U CN201574538U (en) | 2010-02-23 | 2010-02-23 | Canopy eave structural system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201574538U true CN201574538U (en) | 2010-09-08 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202224711U Expired - Lifetime CN201574538U (en) | 2010-02-23 | 2010-02-23 | Canopy eave structural system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201574538U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677832A (en) * | 2011-03-10 | 2012-09-19 | 宝山钢铁股份有限公司 | Roof deformation joint cornice structure for water resistance and construction method for roof deformation joint cornice structure |
| CN102776991A (en) * | 2012-08-03 | 2012-11-14 | 浙江精工钢结构有限公司 | Steel structure canopy and construction method |
| CN109989538A (en) * | 2019-04-22 | 2019-07-09 | 北京市第三建筑工程有限公司 | A kind of ancient architecture flying-rafter structure and its construction method constructed with metal plate |
| CN110130480A (en) * | 2019-05-20 | 2019-08-16 | 杭州申昊科技股份有限公司 | Splice house top and the splicing room with it |
-
2010
- 2010-02-23 CN CN2009202224711U patent/CN201574538U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677832A (en) * | 2011-03-10 | 2012-09-19 | 宝山钢铁股份有限公司 | Roof deformation joint cornice structure for water resistance and construction method for roof deformation joint cornice structure |
| CN102677832B (en) * | 2011-03-10 | 2014-05-07 | 宝山钢铁股份有限公司 | Roof deformation joint cornice structure for water resistance and construction method for roof deformation joint cornice structure |
| CN102776991A (en) * | 2012-08-03 | 2012-11-14 | 浙江精工钢结构有限公司 | Steel structure canopy and construction method |
| CN109989538A (en) * | 2019-04-22 | 2019-07-09 | 北京市第三建筑工程有限公司 | A kind of ancient architecture flying-rafter structure and its construction method constructed with metal plate |
| CN110130480A (en) * | 2019-05-20 | 2019-08-16 | 杭州申昊科技股份有限公司 | Splice house top and the splicing room with it |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: BEIJING NORTH SPACE BUILDING TECHNOLOGY CO., LTD. Free format text: FORMER NAME: BEIJING NORTH SPACE STEEL STRUCTURE CO., LTD. |
|
| CP03 | Change of name, title or address |
Address after: 100013, 401, 403, 38, sunshine road, Beijing, Haidian District Patentee after: BEIJING NORTH SPACE ARCHITECTURAL TECHNOLOGY CO., LTD. Address before: 100000, 401, 403, 38, sunshine road, Beijing, Haidian District Patentee before: Beijing North Space Steel Structre Co., Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20100908 |
|
| CX01 | Expiry of patent term |