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CN221837861U - A mounting counter-support platform and roof overhanging aluminum plate structure - Google Patents

A mounting counter-support platform and roof overhanging aluminum plate structure Download PDF

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Publication number
CN221837861U
CN221837861U CN202323401029.4U CN202323401029U CN221837861U CN 221837861 U CN221837861 U CN 221837861U CN 202323401029 U CN202323401029 U CN 202323401029U CN 221837861 U CN221837861 U CN 221837861U
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China
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frame
steel
roof
support platform
mounting counter
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CN202323401029.4U
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刘辉
董晓刚
俞佳航
吴彪
蔡立东
刘胜尧
林乐
许甘泉
阮清辉
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First Construction Co Ltd of China Construction Third Engineering Division
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First Construction Co Ltd of China Construction Third Engineering Division
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B10/00Integration of renewable energy sources in buildings
    • Y02B10/10Photovoltaic [PV]

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Abstract

本实用新型提供了一种挂载反支撑平台和屋顶挑檐铝板结构。挂载反支撑平台包括:操作平台;以及支撑框架,其上设置有操作平台;以及第一连接组件,其一端与支撑框架的一端连接,第一连接组件的另一端与屋顶挑檐钢结构的一端连接;以及第二连接组件,其一端与支撑框架的另一端连接,第二连接组件的另一端与屋顶挑檐钢结构的另一端连接。本申请中设置第一连接组件和第二连接组件以及支撑框架将屋顶挑檐钢结构与操作平台固定连接在一起,连接跨度较大,使得挂载反支撑平台适用于屋顶挑檐悬挑长度大的铝板安装施工。

The utility model provides a mounting counter-support platform and a roof overhang aluminum plate structure. The mounting counter-support platform includes: an operating platform; and a supporting frame, on which the operating platform is arranged; and a first connecting assembly, one end of which is connected to one end of the supporting frame, and the other end of the first connecting assembly is connected to one end of the roof overhang steel structure; and a second connecting assembly, one end of which is connected to the other end of the supporting frame, and the other end of the second connecting assembly is connected to the other end of the roof overhang steel structure. In the present application, the first connecting assembly and the second connecting assembly as well as the supporting frame are arranged to fix the roof overhang steel structure and the operating platform together, and the connection span is large, so that the mounting counter-support platform is suitable for the installation and construction of aluminum plates with large overhang lengths of roof overhangs.

Description

一种挂载反支撑平台和屋顶挑檐铝板结构A mounting anti-support platform and roof overhanging aluminum plate structure

技术领域Technical Field

本实用新型涉及建筑工程设备技术领域,尤其涉及一种挂载反支撑平台和屋顶挑檐铝板结构。The utility model relates to the technical field of construction engineering equipment, in particular to a mounting counter-support platform and a roof overhanging aluminum plate structure.

背景技术Background Art

随着建筑行业的发展,对建筑外观新颖性的追求逐步提升,建筑外立面造型呈现出多元化、多样化态势。目前,建筑屋顶挑檐多采用钢结构、外包铝板的形式,挑檐常规悬挑长度为0.5~2m,施工方便高效,质量易于控制。为了追求新颖的外立面造型,屋顶挑檐悬挑长度逐渐增加,悬挑长度达到5~10m,并且施工高度达45m以上,由于超长悬挑高度、内收的外立面造型、措施费用投入大、影响外立面穿插施工以及施工工期紧等的影响,无法使用外架进行铝板安装,导致其铝板安装施工效率低,施工质量难以把控,施工安全风险较大,尤其存在铝单板无法收口问题。因此,为提高屋顶超长悬挑长度的挑檐铝板安装的安全性、经济性及高效性,需要一种新型措施来满足现场施工的需求。With the development of the construction industry, the pursuit of novelty in building appearance has gradually increased, and the building facade modeling has shown a diversified and diversified trend. At present, the roof eaves of buildings are mostly in the form of steel structure and external aluminum plate. The conventional cantilever length of the eaves is 0.5 to 2m, which is convenient and efficient in construction and easy to control in quality. In order to pursue a novel facade shape, the cantilever length of the roof eaves has gradually increased, reaching 5 to 10m, and the construction height has reached more than 45m. Due to the influence of the super-long cantilever height, the inward-retracted facade shape, the large investment in measures, the impact on the interlaced construction of the facade, and the tight construction period, it is impossible to use the external frame for aluminum plate installation, resulting in low efficiency of aluminum plate installation construction, difficult to control construction quality, and high construction safety risks, especially the problem that the aluminum single plate cannot be closed. Therefore, in order to improve the safety, economy and efficiency of the installation of eaves aluminum plates with super-long cantilever lengths on roofs, a new measure is needed to meet the needs of on-site construction.

以上也就是说,现有技术中屋顶超长悬挑长度的挑檐铝板安装存在安全性、经济性及高效性较低的问题。That is to say, the installation of aluminum eaves panels with super-long cantilever lengths on roofs in the prior art has problems of low safety, economy and efficiency.

实用新型内容Utility Model Content

本实用新型为解决上述技术问题提供一种挂载反支撑平台和屋顶挑檐铝板结构,解决了挑檐铝板安装时的安全性、经济性及高效性较低的问题。The utility model provides a mounting counter-support platform and a roof overhanging aluminum plate structure to solve the above-mentioned technical problems, thereby solving the problems of low safety, economy and efficiency during installation of the overhanging aluminum plate.

本实用新型提供一种挂载反支撑平台,挂载反支撑平台用于屋顶挑檐铝板的安装,其包括:操作平台;以及支撑框架,其上设置有操作平台;以及第一连接组件,其一端与支撑框架的一端连接,第一连接组件的另一端与屋顶挑檐钢结构的一端连接;以及第二连接组件,其一端与支撑框架的另一端连接,第二连接组件的另一端与屋顶挑檐钢结构的另一端连接。The utility model provides a mounting counter-support platform, which is used for installing a roof overhanging aluminum plate, and comprises: an operating platform; and a supporting frame, on which the operating platform is arranged; and a first connecting component, one end of which is connected to one end of the supporting frame, and the other end of the first connecting component is connected to one end of the roof overhanging steel structure; and a second connecting component, one end of which is connected to the other end of the supporting frame, and the other end of the second connecting component is connected to the other end of the roof overhanging steel structure.

在一个实施方式中,支撑框架包括:框架钢龙骨,其一端与第一连接组件连接;以及围护钢龙骨,其设置在框架钢龙骨上,围护钢龙骨用于加强支撑框架的连接强度;其中,框架钢龙骨的另一端与第二连接组件连接。In one embodiment, the support frame includes: a frame steel keel, one end of which is connected to a first connecting component; and a protective steel keel, which is arranged on the frame steel keel and is used to strengthen the connection strength of the support frame; wherein the other end of the frame steel keel is connected to a second connecting component.

在一个实施方式中,框架钢龙骨包括:底框,其上设置有操作平台;以及第一立框,其设置在底框的一端上;以及第二立框,其设置在底框的另一端上,第二立框与第一立框在第一方向上间隔设置;以及边框,其与第一立框和第二立框连接;其中,围护钢龙骨设置在边框和操作平台之间,第一连接组件的一端与第一立框连接,第二连接组件的一端与第二立框连接。In one embodiment, the frame steel keel includes: a bottom frame, on which an operating platform is arranged; and a first vertical frame, which is arranged on one end of the bottom frame; and a second vertical frame, which is arranged on the other end of the bottom frame, and the second vertical frame is arranged at an interval with the first vertical frame in a first direction; and a frame, which is connected to the first vertical frame and the second vertical frame; wherein the enclosing steel keel is arranged between the frame and the operating platform, one end of the first connecting component is connected to the first vertical frame, and one end of the second connecting component is connected to the second vertical frame.

在一个实施方式中,底框、第一立框、第二立框和边框为矩形框,第一立框的高度大于第二立框的高度。In one embodiment, the bottom frame, the first vertical frame, the second vertical frame and the border are rectangular frames, and the height of the first vertical frame is greater than the height of the second vertical frame.

在一个实施方式中,围护钢龙骨包括:第一八字梁,其设置在边框和操作平台之间;以及第二八字梁,其设置在边框和操作平台之间,第二八字梁与第一八字梁间隔设置;其中,第一八字梁位于框架钢龙骨的第一平面内,第二八字梁位于框架钢龙骨的第二平面内。In one embodiment, the enclosing steel keel includes: a first S-shaped beam, which is arranged between the frame and the operating platform; and a second S-shaped beam, which is arranged between the frame and the operating platform, and the second S-shaped beam is arranged at an interval from the first S-shaped beam; wherein the first S-shaped beam is located in a first plane of the frame steel keel, and the second S-shaped beam is located in a second plane of the frame steel keel.

在一个实施方式中,第一八字梁和第二八字梁的结构相同。In one embodiment, the first splayed beam and the second splayed beam have the same structure.

在一个实施方式中,第一连接组件包括U型锚固件和螺纹紧固件,U型锚固件设置在第一立框上,螺纹紧固件穿设在U型锚固件和屋顶挑檐钢结构的一端上,用于将U型锚固件固定在屋顶挑檐钢结构的一端上。In one embodiment, the first connecting assembly includes a U-shaped anchor and a threaded fastener, the U-shaped anchor is arranged on the first vertical frame, and the threaded fastener is passed through the U-shaped anchor and one end of the roof eaves steel structure, and is used to fix the U-shaped anchor to one end of the roof eaves steel structure.

在一个实施方式中,第二连接组件包括U型锚固件和螺纹紧固件,U型锚固件设置在第二立框上,螺纹紧固件穿设在U型锚固件和屋顶挑檐钢结构的另一端上,用于将U型锚固件固定在屋顶挑檐钢结构的另一端上。In one embodiment, the second connecting assembly includes a U-shaped anchor and a threaded fastener, the U-shaped anchor is arranged on the second vertical frame, and the threaded fastener is passed through the U-shaped anchor and the other end of the roof eaves steel structure, and is used to fix the U-shaped anchor to the other end of the roof eaves steel structure.

在一个实施方式中,U型锚固件为焊接件,其包括:第一型钢;以及第二型钢,与第一型钢间隔设置;以及第三型钢,焊接在第一型钢与第二型钢之间;其中,第一型钢、第二型钢和第三型钢构造成“U”字型,第一型钢、第二型钢和第三型钢上设置有连接孔,连接孔用于穿设螺纹紧固件。In one embodiment, the U-shaped anchor is a welded part, which includes: a first steel section; and a second steel section, which is spaced apart from the first steel section; and a third steel section, which is welded between the first steel section and the second steel section; wherein the first steel section, the second steel section and the third steel section are constructed in a "U" shape, and the first steel section, the second steel section and the third steel section are provided with connecting holes, which are used to pass threaded fasteners.

本实用新型还提供了一种屋顶挑檐铝板结构,包括:屋顶挑檐钢结构;以及屋顶挑檐铝单板,其设置在屋顶挑檐钢结构上;以及上述的挂载反支撑平台,其设置在屋顶挑檐钢结构上。The utility model also provides a roof cantilever aluminum plate structure, comprising: a roof cantilever steel structure; and a roof cantilever aluminum single plate, which is arranged on the roof cantilever steel structure; and the above-mentioned mounting anti-support platform, which is arranged on the roof cantilever steel structure.

与现有技术相比,本实用新型的有益效果为:设置第一连接组件和第二连接组件以及支撑框架将屋顶挑檐钢结构与操作平台固定连接在一起,连接跨度较大,使得挂载反支撑平台适用于屋顶挑檐悬挑长度大的铝板安装施工,这样通过单独设置挂载反支撑平台提高了挑檐铝板安装时的安全性、经济性及高效性。Compared with the prior art, the beneficial effects of the utility model are as follows: a first connecting component and a second connecting component and a supporting frame are arranged to fixedly connect the roof cantilever steel structure and the operating platform together, and the connection span is large, so that the mounting counter-support platform is suitable for the installation and construction of aluminum plates with large cantilever lengths on roof cantilevers. In this way, the safety, economy and efficiency of the installation of the cantilever aluminum plates are improved by separately arranging a mounting counter-support platform.

附图说明BRIEF DESCRIPTION OF THE DRAWINGS

图1为本实用新型实施例中挂载反支撑平台的结构组成示意图;FIG1 is a schematic diagram of the structure of a mounting counter-support platform in an embodiment of the utility model;

图2为图1中挂载反支撑平台A处的放大视图;FIG2 is an enlarged view of the mounting anti-support platform A in FIG1 ;

图3为图1中挂载反支撑平台B处的放大视图;FIG3 is an enlarged view of the mounting counter-support platform B in FIG1 ;

图4为图1中挂载反支撑平台的侧视图;FIG4 is a side view of the mounting counter-support platform in FIG1 ;

图5为图1中挂载反支撑平台的仰视图;FIG5 is a bottom view of the mounting anti-support platform in FIG1 ;

图6为图1中U型锚固件的结构示意图。FIG. 6 is a schematic structural diagram of the U-shaped anchor member in FIG. 1 .

图中:1、框架钢龙骨;2、围护钢龙骨;3、U型锚固件;31、第一型钢;32、第二型钢;33、第三型钢;4、操作平台;5、螺纹紧固件;6、方管冲螺栓孔;7、镀锌方管;8、屋顶挑檐钢结构;9、屋顶挑檐铝单板;10、木模板;11、拦腰防护杆。In the figure: 1. Frame steel keel; 2. Enclosure steel keel; 3. U-shaped anchor; 31. First type steel; 32. Second type steel; 33. Third type steel; 4. Operating platform; 5. Threaded fasteners; 6. Square tube bolt holes; 7. Galvanized square tube; 8. Roof cantilever steel structure; 9. Roof cantilever aluminum panel; 10. Wooden formwork; 11. Waist protection rod.

具体实施方式DETAILED DESCRIPTION

以下结合附图和具体实施例对本实用新型作进一步的详细描述。The present invention is further described in detail below in conjunction with the accompanying drawings and specific embodiments.

需要说明的是,本申请的第一平面和第二平面为图1中框架钢龙骨的前后外立面,即第一平面为前外立面,第二平面为后外立面。It should be noted that the first plane and the second plane of the present application are the front and rear facades of the frame steel keel in Figure 1, that is, the first plane is the front facade and the second plane is the rear facade.

如图1所示,本实用新型提供一种挂载反支撑平台,挂载反支撑平台用于屋顶挑檐铝板的安装,其包括操作平台4、支撑框架、第一连接组件和第二连接组件。其中,支撑框架,其上设置有操作平台4;第一连接组件,其一端与支撑框架的一端连接,第一连接组件的另一端与屋顶挑檐钢结构8的一端连接;第二连接组件,其一端与支撑框架的另一端连接,第二连接组件的另一端与屋顶挑檐钢结构8的另一端连接,屋顶挑檐钢结构8上设置有屋顶挑檐铝单板9。As shown in Figure 1, the utility model provides a mounting counter-support platform, which is used for the installation of roof overhang aluminum plates, and includes an operating platform 4, a supporting frame, a first connecting assembly, and a second connecting assembly. The supporting frame is provided with an operating platform 4; the first connecting assembly is connected at one end to one end of the supporting frame, and the other end of the first connecting assembly is connected to one end of the roof overhang steel structure 8; the second connecting assembly is connected at one end to the other end of the supporting frame, and the other end of the second connecting assembly is connected to the other end of the roof overhang steel structure 8, and the roof overhang aluminum plate 9 is provided on the roof overhang steel structure 8.

上述设置中,设置第一连接组件和第二连接组件以及支撑框架将屋顶挑檐钢结构8与操作平台4固定连接在一起,连接跨度较大,使得挂载反支撑平台适用于屋顶挑檐悬挑长度大的铝板安装施工,这样通过单独设置挂载反支撑平台提高了挑檐铝板安装时的安全性、经济性及高效性。In the above-mentioned setting, the first connecting component and the second connecting component and the supporting frame are arranged to fix the roof cantilever steel structure 8 and the operating platform 4 together. The connection span is large, so that the mounting counter-support platform is suitable for the installation and construction of aluminum plates with large cantilever lengths on roof cantilevers. In this way, the safety, economy and efficiency of the installation of the cantilever aluminum plates are improved by separately setting up the mounting counter-support platform.

需要说明的是,本申请中挂载反支撑平台本身构造简单,可现场预制加工,措施投入成本较低,承载能力好,安全可靠,能够有效解决屋顶挑檐悬挑高度过大、铝板高空难以收口、安全隐患大等问题,适用于所有屋顶挑檐铝板安装施工。It should be noted that the anti-support platform mounted in this application has a simple structure and can be prefabricated on site. The measure has low investment cost, good load-bearing capacity, safety and reliability, and can effectively solve problems such as excessive roof overhang height, difficulty in closing aluminum panels at high altitudes, and major safety hazards. It is suitable for all roof overhang aluminum panel installation and construction.

具体地,如图1所示,在一个实施例中,支撑框架包括框架钢龙骨1和围护钢龙骨2。其中,框架钢龙骨1,其一端与第一连接组件连接;围护钢龙骨2,其设置在框架钢龙骨1上,围护钢龙骨2用于加强支撑框架的连接强度;框架钢龙骨1的另一端与第二连接组件连接。Specifically, as shown in Fig. 1, in one embodiment, the support frame includes a frame steel keel 1 and a surrounding steel keel 2. Among them, one end of the frame steel keel 1 is connected to the first connection component; the surrounding steel keel 2 is arranged on the frame steel keel 1, and the surrounding steel keel 2 is used to strengthen the connection strength of the support frame; the other end of the frame steel keel 1 is connected to the second connection component.

具体地,如图1和图4所示,在一个实施例中,框架钢龙骨1包括底框、第一立框和第二立框以及边框。其中,第一立框,其设置在底框的一端上;第二立框,其设置在底框的另一端上,第二立框与第一立框在第一方向上间隔设置;边框,其与第一立框和第二立框连接;围护钢龙骨2设置在边框和操作平台4之间,第一连接组件的一端与第一立框连接,第二连接组件的一端与第二立框连接。Specifically, as shown in Figures 1 and 4, in one embodiment, the frame steel keel 1 includes a bottom frame, a first vertical frame, a second vertical frame, and a frame. The first vertical frame is arranged on one end of the bottom frame; the second vertical frame is arranged on the other end of the bottom frame, and the second vertical frame and the first vertical frame are arranged at intervals in the first direction; the frame is connected to the first vertical frame and the second vertical frame; the enclosure steel keel 2 is arranged between the frame and the operating platform 4, one end of the first connecting component is connected to the first vertical frame, and one end of the second connecting component is connected to the second vertical frame.

具体地,如图1、图4和图5所示,在一个实施例中,底框、第一立框、第二立框和边框为矩形框,第一立框的高度大于第二立框的高度。Specifically, as shown in FIG. 1 , FIG. 4 and FIG. 5 , in one embodiment, the bottom frame, the first vertical frame, the second vertical frame and the border are rectangular frames, and the height of the first vertical frame is greater than the height of the second vertical frame.

具体地,如图1所示,在一个实施例中,围护钢龙骨2包括第一八字梁和第二八字梁。其中,第一八字梁,其设置在边框和操作平台4之间;第二八字梁,其设置在边框和操作平台4之间,第二八字梁与第一八字梁间隔设置;第一八字梁位于框架钢龙骨1的第一平面内,第二八字梁位于框架钢龙骨1的第二平面内。Specifically, as shown in FIG1 , in one embodiment, the enclosure steel keel 2 includes a first splayed beam and a second splayed beam. The first splayed beam is disposed between the frame and the operating platform 4; the second splayed beam is disposed between the frame and the operating platform 4, and the second splayed beam is spaced apart from the first splayed beam; the first splayed beam is located in a first plane of the frame steel keel 1, and the second splayed beam is located in a second plane of the frame steel keel 1.

具体地,如图1所示,在一个实施例中,第一八字梁和第二八字梁的结构相同。Specifically, as shown in FIG. 1 , in one embodiment, the first splayed beam and the second splayed beam have the same structure.

具体地,如图1所示,在一个实施例中,包括两根相对设置的型钢,呈八字布置。Specifically, as shown in FIG. 1 , in one embodiment, two steel sections are disposed opposite to each other and are arranged in an “eight” shape.

具体地,如图1和图2所示,在一个实施例中,第一连接组件包括U型锚固件3和螺纹紧固件5,U型锚固件3设置在第一立框上,螺纹紧固件5穿设在U型锚固件3和屋顶挑檐钢结构8的一端上,用于将U型锚固件3固定在屋顶挑檐钢结构8的一端上。Specifically, as shown in Figures 1 and 2, in one embodiment, the first connecting component includes a U-shaped anchor 3 and a threaded fastener 5, the U-shaped anchor 3 is arranged on the first vertical frame, and the threaded fastener 5 is passed through the U-shaped anchor 3 and one end of the roof eaves steel structure 8, and is used to fix the U-shaped anchor 3 on one end of the roof eaves steel structure 8.

具体地,如图1和图3所示,在一个实施例中,第二连接组件包括U型锚固件3和螺纹紧固件5,U型锚固件3设置在第二立框上,螺纹紧固件5穿设在U型锚固件3和屋顶挑檐钢结构8的另一端上,用于将U型锚固件3固定在屋顶挑檐钢结构8的另一端上。Specifically, as shown in Figures 1 and 3, in one embodiment, the second connecting assembly includes a U-shaped anchor 3 and a threaded fastener 5, the U-shaped anchor 3 is arranged on the second vertical frame, and the threaded fastener 5 is passed through the U-shaped anchor 3 and the other end of the roof eaves steel structure 8, and is used to fix the U-shaped anchor 3 to the other end of the roof eaves steel structure 8.

具体地,如图6所示,在一个实施例中,U型锚固件3为焊接件,其包括第一型钢31、第二型钢32和第三型钢33。其中,第二型钢32,与第一型钢31间隔设置;第三型钢33,焊接在第一型钢31与第二型钢32之间;第一型钢31、第二型钢32和第三型钢33构造成“U”字型,第一型钢31、第二型钢32和第三型钢33上设置有连接孔,连接孔用于穿设螺纹紧固件5。Specifically, as shown in FIG6 , in one embodiment, the U-shaped anchor 3 is a welded part, which includes a first steel 31, a second steel 32 and a third steel 33. The second steel 32 is spaced apart from the first steel 31; the third steel 33 is welded between the first steel 31 and the second steel 32; the first steel 31, the second steel 32 and the third steel 33 are configured to form a "U" shape, and the first steel 31, the second steel 32 and the third steel 33 are provided with connection holes, which are used to pass the threaded fasteners 5.

具体地,如图1所示,在一个实施例中,螺纹紧固件5包括不锈钢螺栓、垫片和螺母。不锈钢螺栓穿设在U型锚固件3和框架钢龙骨1上。其穿出端套设有垫片,螺母与穿出端配合,以将垫片压紧在框架钢龙骨1上。Specifically, as shown in Fig. 1, in one embodiment, the threaded fastener 5 includes a stainless steel bolt, a washer and a nut. The stainless steel bolt is inserted through the U-shaped anchor 3 and the frame steel keel 1. The outgoing end thereof is sleeved with a washer, and the nut cooperates with the outgoing end to press the washer onto the frame steel keel 1.

具体地,如图1所示,在一个实施例中,支撑框架为焊接件,采用多根镀锌方管7焊接而成。Specifically, as shown in FIG. 1 , in one embodiment, the support frame is a welded part formed by welding a plurality of galvanized square tubes 7 .

具体地,如图1所示,在一个实施例中,第一型钢31、第二型钢32和第三型钢33均采用镀锌方管。Specifically, as shown in FIG. 1 , in one embodiment, the first steel section 31 , the second steel section 32 and the third steel section 33 are all galvanized square tubes.

具体地,在一个实施例中,操作平台采用木模板10铺设于框架钢龙骨底面,位于底侧框架钢龙骨内侧,通过螺栓固定至框架钢龙骨。Specifically, in one embodiment, the operating platform is laid on the bottom surface of the frame steel keel using a wooden formwork 10, is located on the inner side of the bottom frame steel keel, and is fixed to the frame steel keel by bolts.

需要说明的是,利用镀锌方管制作框架钢龙骨,镀锌方管尺寸为50mm×50mm×5mm,底面采用两个横向长镀锌方管,三个纵向短镀锌方管焊接;侧立面采用两个纵向长镀锌方管、两个横向短镀锌方管焊接,其中一个横向镀锌方向为拦腰防护杆11;正立面采用一个纵向短镀锌方管、一个横向长镀锌方管焊接,其中横向镀锌方管为拦腰防护杆11。同理,利用镀锌方管制作围护钢龙骨,侧面采用两个斜向镀锌方管焊接。底面框架钢龙骨上铺设木模板10作为操作平台,木模板通过螺栓与钢龙骨连接。U型锚固件采用镀锌方管制作,每个U型锚固件均采用3个镀锌方管焊接,且U型锚固件镀锌方管上设置有冲螺栓孔,用于后续不锈钢螺栓连接施工。It should be noted that the frame steel keel is made of galvanized square tubes, the size of which is 50mm×50mm×5mm. Two horizontal long galvanized square tubes are used for the bottom surface, and three vertical short galvanized square tubes are welded; two vertical long galvanized square tubes and two horizontal short galvanized square tubes are welded for the side elevation, and one horizontal galvanized direction is the waist protection rod 11; one vertical short galvanized square tube and one horizontal long galvanized square tube are welded for the front elevation, and the horizontal galvanized square tube is the waist protection rod 11. Similarly, the enclosure steel keel is made of galvanized square tubes, and two oblique galvanized square tubes are welded on the side. A wooden formwork 10 is laid on the bottom frame steel keel as an operating platform, and the wooden formwork is connected to the steel keel by bolts. The U-shaped anchor is made of galvanized square tubes, and each U-shaped anchor is welded with 3 galvanized square tubes, and punch bolt holes are set on the galvanized square tube of the U-shaped anchor for subsequent stainless steel bolt connection construction.

本实用新型的实施步骤如下:The implementation steps of the utility model are as follows:

待屋顶挑檐钢结构全部吊装完成后,再进行屋顶挑檐铝单板安装。首先进行屋顶挑檐铝单板分格排布,在地面组装铝板板块小单元,在屋顶挑檐钢结构上布置卷扬机,牵引单元板块至安装高度后,人工紧固安装至原结构屋顶钢梁,单元板块之间收口板块区域,采用卷扬机提升挂载反支撑平台,并将支撑平台的U型锚固件通过不锈钢螺栓连接至屋顶挑檐钢结构双梁上,作业人员可在挂载反支撑平台进行铝板区间收口作业,待收口完成之后通过卷扬机拆除,周转至下一个收口铝板区间再次安装,如此循环直至铝板完成收口作业。After the roof eaves steel structure is fully hoisted, the roof eaves aluminum veneer can be installed. First, the roof eaves aluminum veneer is arranged in grids, and small units of aluminum panels are assembled on the ground. A winch is arranged on the roof eaves steel structure. After the unit panels are pulled to the installation height, they are manually fastened and installed to the original structure roof steel beams. The closing panel area between the unit panels is lifted by a winch to mount the anti-support platform, and the U-shaped anchors of the support platform are connected to the double beams of the roof eaves steel structure through stainless steel bolts. The operator can perform the closing operation of the aluminum plate section on the mounting anti-support platform. After the closing is completed, it is removed by the winch and transferred to the next closing aluminum plate section for reinstallation. This cycle is repeated until the aluminum plate is completed.

在本实用新型中,术语“第一”、“第二”、“第三”仅用于描述的目的,而不能理解为指示或暗示相对重要性;术语“多个”则指两个或两个以上,除非另有明确的限定。术语“安装”、“相连”、“连接”、“固定”等术语均应做广义理解,例如,“连接”可以是固定连接,也可以是可拆卸连接,或一体地连接;“相连”可以是直接相连,也可以通过中间媒介间接相连。对于本领域的普通技术人员而言,可以根据具体情况理解上述术语在本实用新型中的具体含义。In the present invention, the terms "first", "second", and "third" are used for descriptive purposes only and should not be understood as indicating or implying relative importance; the term "plurality" refers to two or more, unless otherwise clearly defined. The terms "installed", "connected", "connected", "fixed" and the like should be understood in a broad sense. For example, "connected" can be a fixed connection, a detachable connection, or an integral connection; "connected" can be a direct connection or an indirect connection through an intermediate medium. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to the specific circumstances.

本实用新型的描述中,需要理解的是,术语“上”、“下”、“左”、“右”、“前”、“后”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的装置或单元必须具有特定的方向、以特定的方位构造和操作,因此,不能理解为对本实用新型的限制。In the description of the present invention, it is necessary to understand that the directions or positional relationships indicated by terms such as "up", "down", "left", "right", "front" and "back" are based on the directions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or unit referred to must have a specific direction, be constructed and operated in a specific orientation, and therefore, cannot be understood as a limitation on the present invention.

在本说明书的描述中,术语“一个实施例”、“一些实施例”、“具体实施例”等的描述意指结合该实施例或示例描述的具体特征、结构、材料或特点包含于本实用新型的至少一个实施例或示例中。在本说明书中,对上述术语的示意性表述不一定指的是相同的实施例或实例。而且,描述的具体特征、结构、材料或特点可以在任何的一个或多个实施例或示例中以合适的方式结合。In the description of this specification, the description of the terms "one embodiment", "some embodiments", "specific embodiments", etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the utility model. In this specification, the schematic representation of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner.

以上仅是本实用新型的优选实施方式,本实用新型的保护范围并不仅局限于上述实施例,凡属于本实用新型思路下的技术方案均属于本实用新型的保护范围。应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理前提下的若干改进和润饰,同样也应视为本实用新型的保护范围。The above are only preferred implementations of the utility model. The protection scope of the utility model is not limited to the above embodiments. All technical solutions under the idea of the utility model belong to the protection scope of the utility model. It should be pointed out that for ordinary technicians in this technical field, some improvements and modifications without departing from the principle of the utility model should also be regarded as the protection scope of the utility model.

Claims (10)

1. The utility model provides a reverse supporting platform of mount, its characterized in that, reverse supporting platform of mount is used for roof cornice aluminum plate's installation, and it includes:
An operating platform; and
A support frame on which the operation platform is provided; and
One end of the first connecting component is connected with one end of the supporting frame, and the other end of the first connecting component is connected with one end of the roof cornice steel structure; and
And one end of the second connecting component is connected with the other end of the supporting frame, and the other end of the second connecting component is connected with the other end of the roof cornice steel structure.
2. The mounting counter-support platform according to claim 1, wherein the support frame comprises:
One end of the frame steel keel is connected with the first connecting component; and
The enclosure steel keels are arranged on the frame steel keels and are used for reinforcing the connection strength of the supporting frame;
and the other end of the frame steel keel is connected with the second connecting component.
3. The mounting counter-support platform of claim 2, wherein the frame steel keel comprises:
A bottom frame on which the operation platform is arranged; and
A first standing frame arranged on one end of the bottom frame; and
The second vertical frame is arranged at the other end of the bottom frame, and the second vertical frame and the first vertical frame are arranged at intervals in the first direction; and
The frame is connected with the first vertical frame and the second vertical frame;
The enclosure steel joist is arranged between the frame and the operation platform, one end of the first connecting component is connected with the first vertical frame, and one end of the second connecting component is connected with the second vertical frame.
4. The mounting counter-support platform of claim 3, wherein the bottom frame, the first upright frame, the second upright frame, and the side frame are rectangular frames, and the first upright frame has a height greater than the second upright frame.
5. The mounting counter-support platform of claim 4, wherein the containment steel keel comprises:
the first splayed beam is arranged between the frame and the operation platform; and
The second splayed beam is arranged between the frame and the operation platform, and is arranged at intervals with the first splayed beam;
The first splayed beam is located in a first plane of the frame steel joist, and the second splayed beam is located in a second plane of the frame steel joist.
6. The mounting counter-support platform of claim 5, wherein the first splayed beam and the second splayed beam are identical in structure.
7. A mounting counter support platform according to claim 3 wherein the first connection assembly comprises a U-shaped anchor provided on the first upright frame and a threaded fastener threaded through the U-shaped anchor and one end of the roof rail structure for securing the U-shaped anchor to one end of the roof rail structure.
8. A mounting counter support platform according to claim 3, wherein the second connection assembly comprises a U-shaped anchor provided on the second upright frame and a threaded fastener threaded through the U-shaped anchor and the other end of the roof cornice steel structure for securing the U-shaped anchor to the other end of the roof cornice steel structure.
9. The mounting counter support platform of claim 7 or 8, wherein the U-shaped anchor is a weld comprising:
a first section steel; and
The second section steel is arranged at intervals with the first section steel; and
A third section steel welded between the first section steel and the second section steel;
The first section steel, the second section steel and the third section steel are configured into U shapes, connecting holes are formed in the first section steel, the second section steel and the third section steel, and the connecting holes are used for penetrating threaded fasteners.
10. Roof cornice aluminum plate structure, its characterized in that includes:
Roof cornice steel structure; and
The roof cornice aluminum veneer is arranged on the roof cornice steel structure; and
A mounting counter-support platform according to any one of claims 1 to 9, provided on the roof cornice steel structure.
CN202323401029.4U 2023-12-13 2023-12-13 A mounting counter-support platform and roof overhanging aluminum plate structure Active CN221837861U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202323401029.4U CN221837861U (en) 2023-12-13 2023-12-13 A mounting counter-support platform and roof overhanging aluminum plate structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202323401029.4U CN221837861U (en) 2023-12-13 2023-12-13 A mounting counter-support platform and roof overhanging aluminum plate structure

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CN221837861U true CN221837861U (en) 2024-10-15

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