Steel structure overhanging type canopy

Abstract

The utility model provides a steel structure overhanging type canopy. The steel structure overhanging type canopy comprises a steel structure body and a glass panel. The steel structure main body comprises a plurality of longitudinal beams which are arranged at intervals in the transverse direction, the longitudinal beams are obliquely arranged, the higher ends of the longitudinal beams are connected to a transverse main beam, and the lower ends of the longitudinal beams are connected to a transverse drainage groove; the top of the longitudinal beam is provided with a first protruding strip arranged in the length direction of the longitudinal beam, the two sides of the first protruding strip are respectively provided with a second protruding strip, a first groove body is formed between the first protruding strip and the second protruding strip, and a second groove body is formed in the drainage groove. The glass panels are arranged between every two adjacent longitudinal beams and erected on the tops of the second protruding strips, and adhesive layers are arranged between the glass panels and the second protruding strips. According to the steel structure overhanging type canopy, the installation complexity of the glass panel is reduced, and the maintenance frequency is reduced.

Description

TECHNICAL FIELD

[0001] The utility model relates to canopy technical field especially relates to a steel structure overhanging type canopy. BACKGROUND

[0002] At present, the steel structure canopy is mainly composed of a steel structure frame and a glass panel for rain shelter. On the steel structure frame, a component called glass claw (or called adapter claw) is equipped to stabilize the glass panel (such as prior art CN104481088A). However, this installation method requires to drill holes in the glass panel in advance, then to assemble the adapter part of the glass claw in the holes, and at the same time, to install the support structure of the glass claw on the steel structure frame. Finally, the adapter part on the glass panel needs to be aligned and installed with the support structure, in this way, the glass panel is fixed to the steel structure frame. This series of installation steps is quite cumbersome and inefficient.

[0003] In addition, after the installation of the glass panel is completed, glue needs to be applied between the adjacent two panels to fill the gap. However, with the passage of time, especially under the action of direct sunlight and rain erosion, the glue between the glass panels will age, causing water leakage problems, so regular glue maintenance is required. This maintenance work is not only frequent, but also quite inconvenient. SUMMARY

[0004] Therefore, the utility model provides a steel structure overhanging type canopy, aiming to reduce the installation complexity of the glass panel and reduce the maintenance frequency.

[0005] The technical scheme of the utility model is implemented as follows:

[0006] A steel structure overhanging type canopy, comprising:

[0007] a steel structure main body and a glass panel;

[0008] The steel structure main body comprises a plurality of longitudinal beams arranged in a transverse direction, the longitudinal beams are arranged obliquely, the higher end of the longitudinal beam is connected to a transversely arranged main beam, and the lower end of the longitudinal beam is connected to a transversely arranged drainage groove; the top of the longitudinal beam is provided with a first protruding strip arranged in the length direction thereof, the two sides of the first protruding strip are respectively provided with a second protruding strip, and a first groove body is formed between the first protruding strip and the second protruding strip; and the drainage groove is provided with a second groove body;

[0009] The glass panel is arranged between two adjacent longitudinal beams, the glass panel is arranged on the top of the second protruding strip, and a glue layer is arranged between the glass panel and the second protruding strip.

[0010] As a further optional scheme, the second groove body of the drainage groove is arranged obliquely in the transverse direction, and a drainage opening is formed in the lower end of the drainage groove.

[0011] As a further optional solution, two angle codes are respectively welded on both sides of the higher end of the longitudinal beam, and the angle codes are fixedly connected with the main beam through a bolt assembly.

[0012] As a further optional solution, a first strip-shaped hole is formed on the angle code in a vertical direction, a second strip-shaped hole is formed on the main beam in a horizontal direction, and a bolt assembly is connected between the first strip-shaped hole and the second strip-shaped hole to realize the fixation between the angle code and the main beam.

[0013] As a further optional solution, the main beam comprises a C-shaped body, and the second strip-shaped hole is arranged on the C-shaped body; two flange plates are respectively extended from both sides of the C-shaped body, and a plurality of rib plates are arranged between the C-shaped body and the flange plates, and a mounting hole is formed on the flange plate.

[0014] As a further optional solution, the steel structure body further comprises a plurality of cross beams, and a through hole is formed on the longitudinal beam in a horizontal direction, and the cross beam is arranged in the through hole.

[0015] As a further optional solution, the steel structure body further comprises two inclined support rods, and the two inclined support rods are respectively arranged below the two longitudinal beams located at the edge position, and a first connecting plate and a second connecting plate are respectively arranged at two ends of the inclined support rod, and the second connecting plate is bolted with the bottom of the longitudinal beam.

[0016] As a further optional solution, the inclination angle of the longitudinal beam is 2-5°.

[0017] The steel structure overhanging rain shed of the present application has at least the following beneficial effects relative to the prior art:

[0018] The steel structure overhanging rain shed changes the connection structure between the glass panel and the steel structure body, and the adhesive layer is arranged between the glass panel and the second convex strip of the longitudinal beam. The adhesive layer is shielded by the glass panel, so that rainwater cannot directly fall on the adhesive layer, the aging speed of the adhesive layer is delayed, and the frequency of adhesive maintenance is reduced. At the same time, the above structure makes the rainwater flow into the first groove from the edge of the glass panel and be guided away even if a gap appears between the glass panel and the second convex strip, and the rainwater cannot seep from the gap between the glass panel and the second convex strip (even if there is a small amount), avoiding the situation that a large amount of rainwater seeps through the rain shed. BRIEF DESCRIPTION OF DRAWINGS

[0019] In order to more clearly illustrate the technical solutions in the embodiments of the present application or the prior art, the following will briefly introduce the drawings needed to be used in the embodiments or prior art description. Obviously, the drawings described below are only some of the embodiments of the present application, and not all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative labor are within the scope of protection of the present application.

[0020] Figure 1 It is a structural schematic diagram of a steel structure overhanging type canopy of the present application.

[0021] Figure 2 It is a side view schematic diagram of the steel structure body.

[0022] Figure 3 It is an explosion schematic diagram of the steel structure body.

[0023] Figure 4 It is a connection structure schematic diagram of the main beam and the longitudinal beam.

[0024] Figure 5 It is a side view schematic diagram of a steel structure overhanging type canopy of the present application.

[0025] Figure 6 It is a connection structure schematic diagram of the glass panel and the longitudinal beam.

[0026] Figure 7 It is a connection structure schematic diagram of the drainage groove and the longitudinal beam.

[0027] In the figure: 1, steel structure body; 11, longitudinal beam; 111, first convex strip; 112, second convex strip; 113, first groove body; 114, angle code; 1141, first strip-shaped hole; 115, perforation; 12, main beam; 121, C-shaped body; 1211, second strip-shaped hole; 122, flange plate; 1221, mounting hole; 123, rib plate; 13, drainage groove; 131, second groove body; 14, cross beam; 15, inclined strut; 151, first connecting plate; 152, second connecting plate; 2, glass panel; 3, adhesive layer. DETAILED DESCRIPTION

[0028] The technical solutions in the embodiments of the present application will be described clearly and completely below. Obviously, the described embodiments are only some of the embodiments of the present application, and not all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative labor are within the scope of protection of the present application.

[0029] In the description of the utility model, it is understood that the terms "upper", "lower", "front", "rear", "vertical", "horizontal", "inner", "outer" and the like indicate the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the utility model and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the utility model.

[0030] In the utility model, unless otherwise expressly specified and limited, the terms "mounting", "connection", "connection", "fixing" and the like should be understood broadly, for example, can be fixedly connected, or can be detachably connected, or can be integrated; can be mechanically connected, or can be electrically connected; can be directly connected, or can be indirectly connected through an intermediate medium, can be the communication inside two elements or the interaction relationship of two elements. For ordinary skilled persons in the art, the specific meaning of the above terms in the utility model can be understood according to the specific circumstances.

[0031] Reference Figures 1-7 The utility model one embodiment shows a kind of steel structure overhanging type canopy, including steel structure main body 1 and glass panel 2;The steel structure main body 1 includes multiple longitudinal beams 11 being arranged along transverse direction interval, the longitudinal beam 11 is obliquely arranged, the higher end of the longitudinal beam 11 is connected to a transversely arranged main beam 12, the lower end of the longitudinal beam 11 is connected to a transversely arranged drainage groove 13;The top of the longitudinal beam 11 is equipped with the first rib 111 being arranged along its length direction, the two sides of the first rib 111 are equipped with the second rib 112 respectively, first groove body 113 is formed between the first rib 111 and the second rib 112, second groove body 131 is equipped in the drainage groove 13;The glass panel 2 is arranged between two adjacent longitudinal beams 11, the glass panel 2 is erected on the top of the second rib 112, and the glass panel 2 is equipped with adhesive layer 3 between the second rib 112.

[0032] As shown in the above scheme, Figures 5-7 When rainwater falls on the top surface of canopy, rainwater will flow along the inclined upper surface of glass panel 2, or rainwater will enter the first groove body 113 and flow along the first groove body 113, under the guidance of glass panel 2 and the first groove body 113, rainwater finally flows into the second groove body 131 of the drainage groove 13.

[0033] Among them, glass panel 2 is fixed on the second rib 112 of longitudinal beam 11 through adhesive layer 3, glass panel 2 does not need to be processed, such as opening hole, and also does not need to install glass claw, reduces the cumbersome installation, improves construction efficiency.

[0034] The steel structure cantilevered rain shelter changes the connection structure between the glass panel 2 and the steel structure body 1. The adhesive layer 3 is arranged between the glass panel 2 and the second convex strip 112 of the longitudinal beam 11. The adhesive layer 3 is shielded by the glass panel 2, so that rainwater cannot directly fall on the adhesive layer 3, the aging speed of the adhesive layer 3 is delayed, and the frequency of glue repair and maintenance is reduced. At the same time, the above structure makes the gap between the glass panel 2 and the second convex strip 112. Rainwater flows into the first groove 113 from the edge of the glass panel 2 and is guided away. Rainwater cannot seep from the gap between the glass panel 2 and the second convex strip 112 (even if it does, it is a small amount), avoiding the situation that rainwater seeps through the rain shelter.

[0035] In order to facilitate the glass panel 2 and the first groove 113 to effectively guide the rainwater, in the embodiment, the inclination angle of the longitudinal beam 11 is 2-5°.

[0036] In addition, in order to facilitate the drainage groove 13 to drain the rainwater, the second groove 131 of the drainage groove 13 is inclined in the transverse direction, and the lower end of the drainage groove 13 is provided with a drainage port (not shown). The inclination angle of the drainage groove 13 can be 2-5°. In the embodiment, the rainwater in the drainage groove 13 directly flows out from the drainage port; in other embodiments, the drainage port can be connected to a drainage pipe (not shown), and the rainwater is guided to a specific position for drainage by the drainage pipe.

[0037] In some embodiments, as shown in Figure 4 The higher end of the longitudinal beam 11 is respectively welded with an angle code 114 on both sides, and the angle code 114 is fixedly connected with the main beam 12 through a bolt assembly.

[0038] Preferably, a first strip-shaped hole 1141 is arranged on the angle code 114 in the vertical direction, and a second strip-shaped hole 1211 is arranged on the main beam 12 in the transverse direction. The first strip-shaped hole 1141 and the second strip-shaped hole 1211 are connected by a bolt assembly to realize the fixation between the angle code 114 and the main beam 12. In this way, by arranging the first strip-shaped hole 1141 and the second strip-shaped hole 1211, the installation position of the longitudinal beam 11 on the main beam 12 can be adjusted, avoiding that multiple longitudinal beams 11 cannot be aligned due to inaccurate hole position on the main beam 12. Of course, in other embodiments, the longitudinal beam 11 and the main beam 12 can be welded.

[0039] Preferably, the main beam 12 comprises a C-shaped body 121, the second strip-shaped hole 1211 is arranged on the C-shaped body 121, two sides of the C-shaped body 121 extend flange plates 122 respectively, a plurality of rib plates 123 are arranged between the C-shaped body 121 and the flange plates 122, and mounting holes 1221 are arranged on the flange plates 122. In this way, the C-shaped body 121 can provide a space for bolt connection with the longitudinal beam 11, the flange plates 122 can be used for connection to the building, and the rib plates 123 can ensure the structural stability between the C-shaped body 121 and the flange plates 122. As shown in Figure 5 the mounting holes 1221 can be fixed to the outer wall of the building by expansion bolts.

[0040] In some embodiments, as shown in Figure 2 and Figure 3 the steel structure body 1 further comprises a plurality of cross beams 14, the longitudinal beams 11 are provided with through holes 115 penetrating in the transverse direction, and the cross beams 14 are arranged in the through holes 115. Among them, the cross beams 14 can help to maintain the structural stability between the plurality of longitudinal beams 11, facilitate the maintenance of parallelism between the plurality of longitudinal beams 11, and facilitate the installation of the glass panel 2.

[0041] In some embodiments, in order to further improve the stability of the steel structure body 1, as shown in Figure 4 the steel structure body 1 further comprises two inclined struts 15, the two inclined struts 15 are arranged below the two longitudinal beams 11 located at the edge position respectively, the two ends of the inclined struts 15 are respectively provided with first connecting plates 151 and second connecting plates 152, and the second connecting plates 152 are bolted to the bottom of the longitudinal beams 11. In this way, a stable triangular support structure is formed between the inclined struts 15, the longitudinal beams 11 and the outer wall of the building, so that the cantilever structure of the longitudinal beams 11 is more stable.

[0042] In the above embodiments, the description of each embodiment has its own emphasis, and the parts not described in detail in a certain embodiment can be referred to the related description of other embodiments.

[0043] The above only describes the preferred embodiments of the present application, and is not intended to limit the present application, and any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims

1. A steel structure overhanging type canopy, characterized in that, The utility model relates to a steel structure main body and glass panel, and belongs to the field of steel structure. The steel structure main body comprises a plurality of longitudinal beams arranged in a transverse direction, the longitudinal beams are arranged in an inclined manner, the higher end of the longitudinal beam is connected to a transversely arranged main beam, and the lower end of the longitudinal beam is connected to a transversely arranged drainage groove; the top of the longitudinal beam is provided with a first protruding strip arranged in the length direction of the longitudinal beam, the two sides of the first protruding strip are respectively provided with a second protruding strip, a first groove body is formed between the first protruding strip and the second protruding strip, and a second groove body is arranged in the drainage groove. The glass panel is arranged between two adjacent longitudinal beams, the glass panel is arranged on the top of the second protruding strip, and a glue layer is arranged between the glass panel and the second protruding strip. The second groove body of the drainage groove is arranged in an inclined manner in the transverse direction, and a drainage opening is formed in the lower end of the drainage groove.

2. The steel structure overhanging canopy according to claim 1, characterized in that, Angle brackets are respectively welded on the two sides of the higher end of the longitudinal beam, and the angle brackets are fixedly connected to the main beam through a bolt assembly.

3. The steel structure overhanging canopy according to claim 1, characterized in that, A first strip-shaped hole is formed in the angle bracket in the vertical direction, a second strip-shaped hole is formed in the main beam in the transverse direction, and a bolt assembly is arranged between the first strip-shaped hole and the second strip-shaped hole to fix the angle bracket and the main beam.

4. The steel structure overhanging canopy according to claim 3, characterized in that, The main beam comprises a C-shaped body, the second strip-shaped hole is arranged on the C-shaped body, flange plates are respectively arranged on the two sides of the C-shaped body, a plurality of rib plates are arranged between the flange plates and the C-shaped body, and mounting holes are formed in the flange plates.

5. The steel structure overhanging canopy according to claim 4, characterized in that, The steel structure main body further comprises a plurality of cross beams, the longitudinal beam is provided with a through hole penetrating in the transverse direction, and the cross beam is arranged in the through hole.

6. The steel structure cantilevered canopy according to any one of claims 3-5, characterized in that, The steel structure main body further comprises two inclined support rods, the two inclined support rods are arranged below two longitudinal beams arranged at the edge position, respectively, first connecting plates and second connecting plates are arranged at the two ends of the inclined support rod, respectively, and the second connecting plate is bolted to the bottom of the longitudinal beam.

7. The steel structure overhanging canopy according to claim 6, characterized in that, The inclination angle of the longitudinal beam is 2-5 degrees.

8. The steel structure overhanging canopy according to claim 1, characterized in that, ​

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