CN201507076U - Bearing of standing-seam roof slab - Google Patents
Bearing of standing-seam roof slab Download PDFInfo
- Publication number
- CN201507076U CN201507076U CN2009202088810U CN200920208881U CN201507076U CN 201507076 U CN201507076 U CN 201507076U CN 2009202088810 U CN2009202088810 U CN 2009202088810U CN 200920208881 U CN200920208881 U CN 200920208881U CN 201507076 U CN201507076 U CN 201507076U
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- CN
- China
- Prior art keywords
- roof panel
- bearing
- roof
- lock seaming
- rib
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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Abstract
The utility model discloses a bearing of a standing-seam roof slab, comprising a bearing code with inverted T-shaped cross section, the upper end of the standing portion of the bearing code being all fastened in the hook type turned edges of the standing seams of two adjacent roof slabs; a fixed seat fixed on the major structure of a roof and provided with a runner arranged along the extending direction of the rib of the roof slab, the lower end portion of the supporting code freely slidably adapted in the runner. According to the utility model, a rib clamper is used in the double-layer roof, and when the rib clamper is directly connected with the inverted T-shaped supporting code, the rib clamper can perfectly solves the problem of the telescopic displacement of the roof slab due to the change of the temperature.
Description
Technical field
The utility model relates to a kind of roof panel bearing, particularly a kind of upright lock seaming roof panel bearing.
Background technology
In the field of the roofworks of large-scale utilities building, particularly relate in the roofworks of split double-layer decorative panel system, roof waterproof is the most important thing of engineering always, its waterproof effect is one of most important index of workmanship the most intuitively.
The template of roof panel is to the waterproof effect important influence of roofing, and the rainfall that the roofing of particularly large-scale utilities building engineering is long, the gradient is delayed, born is big, so just higher to the requirement of roof panel.The general metal sheet that all adopts upright lock seaming formula is as roof panel, because the rib of slab of this roof panel is upright, so the wide all effectively drainings of its whole plate, the draining cross section of having improved roof panel greatly.In addition, the fixed form of roofing metal sheet also has very significant effects to the waterproof effect of roofing, and common engineering all adopts advanced hidden discount lock seaming formula fixed form.
The roof panel fixed form that is existing standard illustrated in figures 1 and 2, this fixed form adopt aluminium alloys fixedly T sign indicating number 1 ' roof panel is fixed, wherein Figure 1 shows that the fixedly cross sectional representation of T sign indicating number 1 ' under the confined state, and Figure 2 shows that the fixedly longitudinal section schematic diagram of T sign indicating number 1 ' under the confined state.As shown in the figure, fixedly the cross section of T sign indicating number 1 ' is an inverted T-shaped, block in the coupling type crimping 21 ', 31 ' that is assigned in adjacent two roof panel 2 ', 3 ' upright lock seaming simultaneously the upper end of its vertical portion 11 ', and its horizontal part 12 ' then is fixedly arranged on the roofing agent structure 5 ' by screw 4 '.This fixed form can solve the flexible problem of temperature of roof panel well, that is: when roof panel because the change of temperature and when the bearing of trend of its rib of slab produces telescopic displacement, because fixedly the vertical portion of T sign indicating number is in the coupling type crimping of the card upright lock seaming that is assigned in adjacent two roof panel, and this card prescription formula can't be locked mutually fixing with fixing T sign indicating number and corresponding roof panel, thereby all roof panel all can be along the bearing of trend of its rib of slab with respect to corresponding fixedly vertical portion moderately free displacement under different temperature of T sign indicating number.So this existing roof panel fixed form not only can realize well secured to roof panel, can also solve the temperature flex effect of roof panel well.
But, still there is disadvantage in the above-mentioned employing fixedly roof panel fastener system of T sign indicating number, be the bearing capacity low excessively (experiment value of single-spot testing only is 1.2KN) of the upright lock seaming of roof panel, this defective can cause certain problem in the roofworks of double-layer decorative panel system.For example: the roofworks of Expo performing art centre has promptly adopted the Roof system of upright lock seaming, the internal layer waterproof of roof structure adopts the thick upright lock seaming roof panel system of 0.9mm, and outer decoration panel is the thick cellular board of 20mm, the fixing of outer field decoration cellular board must be finished by the aluminium alloys anchor clamps 6 ' of locker on roof panel is uprightly lockstitched a border rib of slab, still as depicted in figs. 1 and 2.In the roof structure of this double face slab system, the single-point draft that the upright lock seaming of internal layer roof panel will be carried will be up to 16.6KN, only relies on existing upright lock seaming roof panel system can't satisfy force request.Carry hypodynamic problem at upright lock seaming, general in the industry the employing solved (shown in Figure 2 be with aluminium alloys anchor clamps 6 ' locker in roof panel uprightly lockstitch a border be not provided with the fixedly situation of the position of T sign indicating number of rib of slab) at uprightly the lockstitch a border fixing T sign indicating number of being provided with of rib of slab of roof panel with the position that provides support with aluminium alloys anchor clamps 6 ' locker, can increase the bearing capacity of upright lock seaming preferably by the fixing supporting role of T sign indicating number like this.Yet, this fixed form has caused following problem again immediately: the powerful locker power of anchor clamps can make roof panel and corresponding fixedly T sign indicating number be fixed by locked, when roof panel takes place to stretch under temperature change, necessary telescopic displacement can't be swimmingly takes place with respect to fixing T sign indicating number in it, thereby causes the reliability of whole roof structure is produced damage effect.
The utility model content
The technical problems to be solved in the utility model is the defective that maybe can't solve the temperature flex effect of roof panel for the bearing capacity deficiency of upright lock seaming in the roof panel fixed form that overcomes prior art, and a kind of upright lock seaming roof panel bearing that not only can improve the upright bearing capacity while of lockstitching a border of roof panel but also can solve the temperature flex effect of roof panel is provided.
The utility model solves above-mentioned technical problem by following technical proposals:
A kind of upright lock seaming roof panel bearing, its characteristics are that it comprises: a cross section is the supporting sign indicating number of inverted T-shaped, block in the coupling type crimping of the upright lock seaming that is assigned in adjacent two roof panel simultaneously the upper end of the vertical portion of this supporting sign indicating number; One is fixedly arranged on the holder on the roofing agent structure, and this holder is provided with a chute that is provided with along the bearing of trend of roof panel rib of slab, and the bottom of this supporting yard can adapt in this chute with being free to slide.
Preferably, this holder is fixedly arranged on the roofing agent structure by bolt.Than the fixed form of original employing screw, bolt can strengthen the bonding strength between holder and the roofing agent structure significantly.
Preferably, this chute is the C type, so that the slip of bottom in this chute of this supporting sign indicating number is more reliable, prevents the generation of this bottom situation of unexpected slippage from this chute under the special state.
Preferably, the material of this supporting sign indicating number and this holder is an aluminium alloys, has certain intensity with the overall structure of guaranteeing this bearing, thereby helps strengthening the single-point bearing capacity of upright lock seaming of roof panel and the firm degree that improves whole roof structure.
Positive progressive effect of the present utility model is: adopted this bearing of the present utility model to carry out after the fixing of roof panel, the roof structure of bigger single-point bearing capacity can be provided at the upright lock seaming that needs roof panel, for example adopt the roofworks of double-layer decorative panel system, still can adopt the bearing capacity problem that solves upright lock seaming with the similar scheme of prior art, the aluminium alloys anchor clamps locker that is about to be used for fixing outer decoration panel is in the internal layer roof panel position of being provided with of rib of slab this bearing of the present utility model to provide support of uprightly lockstitching a border, thereby improves the single-point draft that upright lock seaming can be carried.But unlike the prior art be, the flexible problem of original insurmountable roof panel temperature can not appear in above-mentioned roof structure again, this has benefited from distinctive supporting sign indicating number that can be free to slide relatively and holder design in this bearing of the present utility model, at this moment, when roof panel when the bearing of trend of its rib of slab of temperature action lower edge produces telescopic displacement, though the powerful locker power of anchor clamps still can be locked fixing with the supporting sign indicating number of roof panel and corresponding bearing, but, just ideally solved the ill effect of the temperature telescopic displacement of roof panel by bottom being free to slide in the chute of this holder of this supporting sign indicating number.
Description of drawings
Fig. 1 is the cross sectional representation of existing fixed T sign indicating number under confined state.
Fig. 2 is the longitudinal section schematic diagram of existing fixed T sign indicating number under confined state.
Fig. 3 is the cross sectional representation of upright lock seaming roof panel bearing of the present utility model under confined state.
Fig. 4 is the longitudinal section schematic diagram of upright lock seaming roof panel bearing of the present utility model under confined state.
The specific embodiment
Provide the utility model preferred embodiment below in conjunction with accompanying drawing, to describe the technical solution of the utility model in detail.
The roof panel bearing of should uprightly lockstitching a border of the present utility model be applicable to that the upright lock seaming that both needs roof panel provided bigger single-point bearing capacity, need to solve simultaneously the engineering occasion of the flexible problem of temperature of roof panel again, the roofworks of double-layer decorative panel system for example, at this moment, the internal layer of roof structure is upright lock seaming roof panel, skin then is a decoration panel, in order to make the upright lock seaming of the internal layer roof panel required bigger bearing capacity of outer decoration panel that can provide support, the aluminium alloys anchor clamps locker that will be used for fixing outer decoration panel is in the internal layer roof panel position of being provided with of rib of slab this bearing of the present utility model to provide support of uprightly lockstitching a border.
As shown in Figure 3 and Figure 4, this bearing of the present utility model comprises: a cross section is the supporting sign indicating number 1 of inverted T-shaped, block in the coupling type crimping 21,31 of the upright lock seaming that is assigned in adjacent two roof panel 2,3 simultaneously the upper end of the vertical portion 11 of this supporting sign indicating number 1, to form the support of roof panel 2,3 and fixing; One is fixedly arranged on the holder 5 on the roofing agent structure 4, it (is the direction of vertical paper among Fig. 3 that this holder 5 is provided with a bearing of trend along the roof panel rib of slab, and the horizontal direction among Fig. 4) chute 51 of She Zhiing, the bottom 12 of this supporting sign indicating number 1 can adapt in this chute 51 with being free to slide.Wherein, the material of this supporting sign indicating number 1 and this holder 5 all can the aluminium alloy, have certain intensity with the overall structure of guaranteeing this bearing of the present utility model, thereby help strengthening the single-point bearing capacity of upright lock seaming of roof panel and the firm degree that improves whole roof structure.
In addition, can select this holder 5 by bolt 6, for example a T type bolt is fixedly arranged on the roofing agent structure 4, fixed form than original employing screw, bolt 6 can strengthen the bonding strength between holder 5 and the roofing agent structure 4 significantly, thereby improves the firm degree of whole roof structure.
In addition, this chute 51 can adopt C type structure, so that the slip of bottom 12 in this chute 51 of this supporting sign indicating number 1 is more reliable, prevents the generation of this bottom 12 situation of unexpected slippage from this chute 51 under the special state.
Since the aluminium alloys anchor clamps 7 that are used for fixing outer decoration panel by locker in the internal layer roof panel position of being provided with of rib of slab this bearing of the present utility model of uprightly lockstitching a border to provide support, the powerful locker power of anchor clamps 7 can be locked fixing with the supporting sign indicating number 1 of roof panel and corresponding bearing, but supporting sign indicating number 1 and holder 5 are still can utilize the design of chute 51 and freely relative slip, therefore, when roof panel when the bearing of trend of its rib of slab of temperature action lower edge produces telescopic displacement, its bottom 12 that can drive supporting sign indicating number 1 is free to slide in the chute 51 of holder 5, thereby solves the adverse effect that the temperature flex effect of roof panel brings the integrally-built reliability of roofing well.
In sum, this bearing of the present utility model makes under the situation that has adopted anchor clamps with the bearing capacity that improves the upright lock seaming of roof panel, still can ideally solve the ill effect that the temperature telescopic displacement of roof panel is caused.
Though more than described the specific embodiment of the present utility model, but those skilled in the art is to be understood that, these only illustrate, and under the prerequisite that does not deviate from principle of the present utility model and essence, can make numerous variations or modification to these embodiments.Therefore, protection domain of the present utility model is limited by appended claims.
Claims (4)
1. upright lock seaming roof panel bearing is characterized in that it comprises:
One cross section is the supporting sign indicating number of inverted T-shaped, and block in the coupling type crimping of the upright lock seaming that is assigned in adjacent two roof panel simultaneously the upper end of the vertical portion of this supporting sign indicating number;
One is fixedly arranged on the holder on the roofing agent structure, and this holder is provided with a chute that is provided with along the bearing of trend of roof panel rib of slab, and the bottom of this supporting yard can adapt in this chute with being free to slide.
2. upright lock seaming roof panel bearing as claimed in claim 1 is characterized in that this holder is fixedly arranged on the roofing agent structure by bolt.
3. upright lock seaming roof panel bearing as claimed in claim 1 or 2 is characterized in that this chute is the C type.
4. upright lock seaming roof panel bearing as claimed in claim 1 or 2 is characterized in that, the material of this supporting sign indicating number and this holder is an aluminium alloys.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202088810U CN201507076U (en) | 2009-09-18 | 2009-09-18 | Bearing of standing-seam roof slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202088810U CN201507076U (en) | 2009-09-18 | 2009-09-18 | Bearing of standing-seam roof slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201507076U true CN201507076U (en) | 2010-06-16 |
Family
ID=42468205
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202088810U Expired - Lifetime CN201507076U (en) | 2009-09-18 | 2009-09-18 | Bearing of standing-seam roof slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201507076U (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296756A (en) * | 2010-06-25 | 2011-12-28 | 上海宝冶集团有限公司 | Strong wind-resistant hidden connection mechanism for metal roofing system and construction method thereof |
| CN102304959A (en) * | 2011-05-16 | 2012-01-04 | 广东保威新能源有限公司 | Color steel roof panel clamp |
| CN102691384A (en) * | 2012-06-14 | 2012-09-26 | 上海精锐金属建筑系统有限公司 | Reinforced profiling metal plate rib clip |
| CN102704626A (en) * | 2012-06-12 | 2012-10-03 | 广西南南铝箔有限责任公司 | Roof sunlight plate and mounting method |
| CN102733550A (en) * | 2012-04-09 | 2012-10-17 | 浙江东南网架股份有限公司 | Metal roof board system |
| CN102877597A (en) * | 2012-08-29 | 2013-01-16 | 百安力钢结构应用科技有限公司 | Roof panel fixture and metal roof system |
| CN105908906A (en) * | 2016-06-17 | 2016-08-31 | 中铁第四勘察设计院集团有限公司 | Roof panel capable of improving wind uplift resistance |
| CN105926866A (en) * | 2016-06-17 | 2016-09-07 | 中铁第四勘察设计院集团有限公司 | Roof panel support switch over device |
| CN105926868A (en) * | 2016-06-17 | 2016-09-07 | 中铁第四勘察设计院集团有限公司 | Roof panel fixing device |
| CN105952067A (en) * | 2016-06-17 | 2016-09-21 | 中铁第四勘察设计院集团有限公司 | Roof panel connection component |
| CN107780599A (en) * | 2017-11-10 | 2018-03-09 | 上海安特迈思建筑系统科技有限公司 | A kind of roof boarding hold-down support |
| CN110984483A (en) * | 2019-12-03 | 2020-04-10 | 兰州理工大学 | Metal roofing system wind-resistant connecting piece with movable web plate |
| CN113404224A (en) * | 2021-06-30 | 2021-09-17 | 中建科工集团有限公司 | Roof panel fixing device and roof panel system with same |
-
2009
- 2009-09-18 CN CN2009202088810U patent/CN201507076U/en not_active Expired - Lifetime
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296756A (en) * | 2010-06-25 | 2011-12-28 | 上海宝冶集团有限公司 | Strong wind-resistant hidden connection mechanism for metal roofing system and construction method thereof |
| CN102304959A (en) * | 2011-05-16 | 2012-01-04 | 广东保威新能源有限公司 | Color steel roof panel clamp |
| CN102733550A (en) * | 2012-04-09 | 2012-10-17 | 浙江东南网架股份有限公司 | Metal roof board system |
| CN102704626A (en) * | 2012-06-12 | 2012-10-03 | 广西南南铝箔有限责任公司 | Roof sunlight plate and mounting method |
| CN102691384A (en) * | 2012-06-14 | 2012-09-26 | 上海精锐金属建筑系统有限公司 | Reinforced profiling metal plate rib clip |
| CN102877597A (en) * | 2012-08-29 | 2013-01-16 | 百安力钢结构应用科技有限公司 | Roof panel fixture and metal roof system |
| CN105908906A (en) * | 2016-06-17 | 2016-08-31 | 中铁第四勘察设计院集团有限公司 | Roof panel capable of improving wind uplift resistance |
| CN105926866A (en) * | 2016-06-17 | 2016-09-07 | 中铁第四勘察设计院集团有限公司 | Roof panel support switch over device |
| CN105926868A (en) * | 2016-06-17 | 2016-09-07 | 中铁第四勘察设计院集团有限公司 | Roof panel fixing device |
| CN105952067A (en) * | 2016-06-17 | 2016-09-21 | 中铁第四勘察设计院集团有限公司 | Roof panel connection component |
| CN107780599A (en) * | 2017-11-10 | 2018-03-09 | 上海安特迈思建筑系统科技有限公司 | A kind of roof boarding hold-down support |
| CN110984483A (en) * | 2019-12-03 | 2020-04-10 | 兰州理工大学 | Metal roofing system wind-resistant connecting piece with movable web plate |
| CN110984483B (en) * | 2019-12-03 | 2021-04-13 | 兰州理工大学 | Metal roofing system wind-resistant connecting piece with movable web plate |
| CN113404224A (en) * | 2021-06-30 | 2021-09-17 | 中建科工集团有限公司 | Roof panel fixing device and roof panel system with same |
| CN113404224B (en) * | 2021-06-30 | 2022-06-21 | 中建科工集团有限公司 | Roof panel fixing device and roof panel system with same |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: JANGHO GROUP CO., LTD. Free format text: FORMER OWNER: SHANGHAI JIANGHE WALL SYSTEM ENGINEERING CO., LTD. Effective date: 20130905 Free format text: FORMER OWNER: JANGHO GROUP CO., LTD. Effective date: 20130905 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| C56 | Change in the name or address of the patentee | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 201601 SONGJIANG, SHANGHAI TO: 101300 SHUNYI, BEIJING |
|
| CP01 | Change in the name or title of a patent holder |
Address after: High tech road high tech Zone of Songjiang District Sijing town 201601 Shanghai City No. 8 Lane 385 Patentee after: SHANGHAI JANGHO CURTAIN WALL SYSTEM ENGINEERING Co.,Ltd. Patentee after: JANGHO GROUP Co.,Ltd. Address before: High tech road high tech Zone of Songjiang District Sijing town 201601 Shanghai City No. 8 Lane 385 Patentee before: SHANGHAI JANGHO CURTAIN WALL SYSTEM ENGINEERING Co.,Ltd. Patentee before: Beijing Jangho Curtain Wall Co.,Ltd. |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20130905 Address after: 101300 Beijing City, Shunyi District, the north of cattle, No. five street, No. 5 Patentee after: JANGHO GROUP Co.,Ltd. Address before: High tech road high tech Zone of Songjiang District Sijing town 201601 Shanghai City No. 8 Lane 385 Patentee before: SHANGHAI JANGHO CURTAIN WALL SYSTEM ENGINEERING Co.,Ltd. Patentee before: JANGHO GROUP Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100616 |