CN207399083U - The back-off connection structure of saddle plate roofing solar photovoltaic bracket - Google Patents
The back-off connection structure of saddle plate roofing solar photovoltaic bracket Download PDFInfo
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- CN207399083U CN207399083U CN201720767359.0U CN201720767359U CN207399083U CN 207399083 U CN207399083 U CN 207399083U CN 201720767359 U CN201720767359 U CN 201720767359U CN 207399083 U CN207399083 U CN 207399083U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/10—Photovoltaic [PV]
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
Description
技术领域technical field
本实用新型涉及建筑结构技术领域,尤其是一种马鞍板屋面太阳能光伏支架的倒扣连接结构。The utility model relates to the technical field of building structures, in particular to an undercut connection structure of a saddle board roof solar photovoltaic bracket.
背景技术Background technique
预应力混凝土马鞍形壳板(简称马鞍板),是一种新型板架合一的空间薄壁结构,用作屋盖,取代板梁(或屋架)。近年来已在我国江南各地许多建筑工程屋盖结构中普遍推广应用,取得了较好的经济技术效果。然而,马鞍板屋面不存在一个平整的平台,从而使得光伏支架的固定成为一个问题,针对这种结构的屋面,现有的连接结构需要在马鞍板上钻孔埋置膨胀螺栓,这样容易造成漏水;再者,由于考虑到光伏支架安装的稳固性,现有的马鞍板需要采用混凝土墩支座,这样造成荷载增加。Prestressed concrete saddle-shaped shell plate (referred to as saddle plate), is a new type of space thin-walled structure with plate frame integrated, used as a roof to replace plate beams (or roof trusses). In recent years, it has been popularized and applied in the roof structures of many construction projects in various places in the south of the Yangtze River, and achieved good economic and technical results. However, there is no flat platform on the saddle board roof, which makes the fixing of photovoltaic brackets a problem. For the roof of this structure, the existing connection structure needs to drill holes on the saddle board to embed expansion bolts, which is easy to cause water leakage. Furthermore, due to the consideration of the stability of the installation of the photovoltaic support, the existing saddle plate needs to use concrete pier supports, which will increase the load.
实用新型内容Utility model content
本实用新型要解决的技术问题是:克服现有技术中之不足,提供一种马鞍板屋面太阳能光伏支架的倒扣连接结构。The technical problem to be solved by the utility model is: to overcome the deficiencies in the prior art, and provide an undercut connection structure of the solar photovoltaic support on the saddle board roof.
本实用新型解决其技术问题所采用的技术方案是:一种马鞍板屋面太阳能光伏支架的倒扣连接结构,所述太阳能光伏支架安装于相邻两块马鞍板之间,相邻两块马鞍板的上端部设置有板顶槽钢,所述板顶槽钢的上方设有开口向下的弧形反光罩,板顶槽钢通过连接件连接位于板顶槽钢上方的太阳能支架的立柱,所述立柱穿过弧形采光罩,板顶槽钢下方设有板底槽钢,所述板底槽钢通过长螺杆与板顶槽钢连接,板底槽钢的左、右两端具有与两侧马鞍板相切的斜面,斜面与马鞍板之间设置有厚型橡胶垫片。板底槽钢与马鞍板之间采用厚型橡胶垫片,可以调节马鞍板沿房屋纵向的变形差。The technical scheme adopted by the utility model to solve the technical problem is: an upside-down connection structure of the solar photovoltaic support on the roof of the saddle board, the solar photovoltaic support is installed between two adjacent saddle boards, and the adjacent two saddle boards The upper end of the board top channel steel is provided with a top channel steel, and an arc-shaped reflector with an opening downward is arranged above the top top channel steel. The column passes through the arc-shaped daylighting cover, and the bottom channel steel is provided under the top channel steel. The bottom channel steel is connected with the top channel steel through a long screw rod. The side saddle board is tangent to the slope, and a thick rubber gasket is arranged between the slope and the saddle board. Thick rubber gaskets are used between the channel steel at the bottom of the board and the saddle board to adjust the deformation difference of the saddle board along the longitudinal direction of the house.
进一步地,所述弧形采光罩与立柱的接触处设置有耐候胶,其两端设有与马鞍板的预埋件相焊接的采光罩焊件。这样设置是为了保证弧形采光罩的密封性及下端的安装牢固性。Further, weather-resistant glue is provided at the contact between the arc-shaped daylighting cover and the column, and daylighting cover weldments welded to the embedded parts of the saddle plate are provided at both ends. This arrangement is to ensure the tightness of the arc-shaped daylighting cover and the installation firmness of the lower end.
进一步地,所述板顶槽钢与马鞍板接触处也设置有橡胶垫片。Further, a rubber gasket is also provided at the contact between the channel steel on the top of the board and the saddle board.
进一步地,所述连接件具体为套管,套管与立柱螺纹连接,套管焊接固定在板顶槽钢上。Further, the connecting piece is specifically a sleeve, the sleeve is threadedly connected to the column, and the sleeve is welded and fixed on the channel steel on the plate top.
本实用新型的有益效果是:本实用新型的太阳能光伏支架倒扣连接在两块马鞍板之间,板顶槽钢和板底槽钢通过长螺杆连接锁定,光伏支架安装在板顶槽钢上,该连接结构既能传递光伏支架向下的自重荷载,又能传递光伏风吸力的向上拔力;板底槽钢与马鞍板之间采用厚型橡胶垫片,可以调节马鞍板沿房屋纵向的变形差;该连接结构还克服了传统连接需要在马鞍板上钻孔埋置膨胀螺栓,造成漏水的隐患,也克服了马鞍板上采用混凝土墩支座,造成荷载增加的弊端。The beneficial effects of the utility model are: the solar photovoltaic bracket of the utility model is connected upside down between two saddle boards, the channel steel at the top of the board and the channel steel at the bottom of the board are connected and locked by a long screw, and the photovoltaic bracket is installed on the channel steel at the top of the board , the connection structure can not only transmit the downward self-weight load of the photovoltaic support, but also transmit the upward pull force of the photovoltaic wind suction; thick rubber gaskets are used between the channel steel at the bottom of the plate and the saddle plate, which can adjust the longitudinal direction of the saddle plate along the house The deformation is poor; the connection structure also overcomes the hidden danger of water leakage caused by the traditional connection that requires drilling and embedding expansion bolts on the saddle plate, and also overcomes the disadvantages of increasing the load caused by the use of concrete pier supports on the saddle plate.
附图说明Description of drawings
下面结合附图和实施方式对本实用新型进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.
图1是本实用新型的结构示意图。Fig. 1 is the structural representation of the utility model.
图2是图1中I处的放大结构示意图。Fig. 2 is a schematic diagram of an enlarged structure at I in Fig. 1 .
图中:1.马鞍板,2.板顶槽钢,3.立柱,4.弧形采光罩,5.板底槽钢,6.长螺杆,7.厚型橡胶垫片,8.橡胶垫片,9.耐候胶,10.预埋件,11.采光罩焊件,12.连接件。In the figure: 1. Saddle board, 2. Channel steel on the top of the board, 3. Upright column, 4. Arc lighting cover, 5. Channel steel at the bottom of the board, 6. Long screw, 7. Thick rubber gasket, 8. Rubber pad Sheet, 9. Weather-resistant glue, 10. Embedded parts, 11. Welding parts for lighting cover, 12. Connecting parts.
具体实施方式Detailed ways
现在结合附图对本实用新型作进一步的说明。这些附图均为简化的示意图仅以示意方式说明本实用新型的基本结构,因此其仅显示与本实用新型有关的构成。The utility model is described further in conjunction with accompanying drawing now. These drawings are simplified schematic diagrams only to illustrate the basic structure of the utility model in a schematic way, so they only show the configurations related to the utility model.
如图1所示的一种马鞍板屋面太阳能光伏支架的倒扣连接结构,太阳能光伏支架安装于相邻两块马鞍板1之间,相邻两块马鞍板1的上端部设置有板顶槽钢2,板顶槽钢2的上方设有开口向下的弧形反光罩4,板顶槽钢2通过连接件12连接位于板顶槽钢2上方的太阳能支架的立柱3,立柱3穿过弧形采光罩4,板顶槽钢2下方设有板底槽钢5,板底槽钢5通过长螺杆6与板顶槽钢5连接,板底槽钢5的左、右两端具有与两侧马鞍板1相切的斜面,斜面与马鞍板1之间设置有厚型橡胶垫片7。板顶槽钢2与马鞍板1接触处也设置有橡胶垫片8。As shown in Figure 1, an inverted connection structure of a saddle board roof solar photovoltaic support, the solar photovoltaic support is installed between two adjacent saddle boards 1, and the upper ends of the adjacent two saddle boards 1 are provided with board top grooves Steel 2, the top of the top channel steel 2 is provided with an arc-shaped reflector 4 with an opening downward, the top channel steel 2 is connected to the column 3 of the solar support above the top channel steel 2 through the connector 12, and the column 3 passes through Arc daylighting cover 4, plate top channel steel 2 below is provided with plate bottom channel steel 5, and plate bottom channel steel 5 is connected with plate top channel steel 5 by long screw rod 6, and the left and right ends of plate bottom channel steel 5 have and The tangential slopes of the saddle boards 1 on both sides are provided with thick rubber gaskets 7 between the slopes and the saddle boards 1 . A rubber gasket 8 is also provided at the contact position between the top channel steel 2 and the saddle plate 1 .
本实施例中,弧形采光罩4与立柱3的接触处设置有耐候胶9,其两端设有与马鞍板1的预埋件10相焊接的采光罩焊件11,如图2所示。连接件12具体为套管,套管与立柱3螺纹连接,套管焊接固定在板顶槽钢2上。In this embodiment, the arc-shaped daylighting cover 4 is provided with weather-resistant glue 9 at the contact point of the column 3, and its two ends are provided with a daylighting cover weldment 11 welded to the embedded part 10 of the saddle plate 1, as shown in Figure 2 . The connector 12 is specifically a sleeve, which is threadedly connected to the column 3, and the sleeve is welded and fixed on the channel steel 2 on the plate top.
本实施例的太阳能光伏支架倒扣连接在两块马鞍板1之间,板顶槽钢2和板底槽钢5通过长螺杆6连接锁定,光伏支架安装在板顶槽钢2上,该连接结构既能传递光伏支架向下的自重荷载,又能传递光伏风吸力的向上拔力;板底槽钢5与马鞍板1之间采用厚型橡胶垫片7,可以调节马鞍板1沿房屋纵向的变形差;该连接结构还克服了传统连接需要在马鞍板1上钻孔埋置膨胀螺栓,造成漏水的隐患,也克服了马鞍板1上采用混凝土墩支座,造成荷载增加的弊端。The solar photovoltaic support of this embodiment is connected upside down between two saddle plates 1, the channel steel 2 at the top of the plate and the channel steel 5 at the bottom of the plate are connected and locked by a long screw 6, and the photovoltaic support is installed on the channel steel 2 at the top of the plate. The structure can not only transmit the downward self-weight load of the photovoltaic support, but also transmit the upward pulling force of the photovoltaic wind suction; the thick rubber gasket 7 is used between the bottom channel steel 5 and the saddle plate 1, which can adjust the saddle plate 1 along the longitudinal direction of the house The deformation is poor; this connection structure also overcomes the hidden danger of water leakage caused by the traditional connection that requires drilling and embedding expansion bolts on the saddle plate 1, and also overcomes the disadvantage of increasing the load caused by the use of concrete pier supports on the saddle plate 1.
上述实施方式只为说明本实用新型的技术构思及特点,其目的在于让熟悉此项技术的人士能够了解本实用新型的内容并加以实施,并不能以此限制本实用新型的保护范围,凡根据本实用新型精神实质所作的等效变化或修饰,都应涵盖在本实用新型的保护范围内。The above-mentioned embodiments are only to illustrate the technical conception and characteristics of the present utility model. Equivalent changes or modifications made by the spirit of the present utility model shall be covered within the protection scope of the present utility model.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720767359.0U CN207399083U (en) | 2017-06-28 | 2017-06-28 | The back-off connection structure of saddle plate roofing solar photovoltaic bracket |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201720767359.0U CN207399083U (en) | 2017-06-28 | 2017-06-28 | The back-off connection structure of saddle plate roofing solar photovoltaic bracket |
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| CN207399083U true CN207399083U (en) | 2018-05-22 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112081309A (en) * | 2020-08-26 | 2020-12-15 | 常州市武进建筑设计院有限公司 | Large-span prestressed concrete shell plate with cylindrical inner wall and pouring device thereof |
-
2017
- 2017-06-28 CN CN201720767359.0U patent/CN207399083U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112081309A (en) * | 2020-08-26 | 2020-12-15 | 常州市武进建筑设计院有限公司 | Large-span prestressed concrete shell plate with cylindrical inner wall and pouring device thereof |
| CN112081309B (en) * | 2020-08-26 | 2021-09-14 | 常州市武进建筑设计院有限公司 | Pouring device for large-span prestressed concrete shell plate with cylindrical inner wall |
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Granted publication date: 20180522 |