Temporary reinforcing structure for tip of large-span bionic blade metal roof

Abstract

The utility model discloses a temporary reinforcing structure for the tip end of a large-span bionic blade metal roof. The temporary reinforcing structure comprises a vertical buried plate, a horizontal buried plate, a first reinforcing rod, a second reinforcing rod and a tie rod. The pair of vertical buried plates is installed on the outer side vertical face of a civil engineering main body structure, the pair of horizontal buried plates is installed on the inner side horizontal face of the civil engineering main body structure, one ends of the pair of first reinforcing rods are fixedly connected with the pair of vertical buried plates, and the other ends of the pair of first reinforcing rods obliquely extend towards the upper portion of the tip end of the large-span bionic blade metal roof and are correspondingly connected with the pair of horizontal buried plates. The pair of first reinforcing rods are connected and fixed through a tie rod; one end of each second reinforcing rod is fixedly connected with the tie rod, and the other end of each second reinforcing rod is fixedly connected to the tip end of the large-span bionic blade metal roof. The utility model relates to the technical field of building construction, and can solve the problems that the tip of a large-span bionic blade metal roof easily swings under the action of wind load and the tip of the blade metal roof displaces greatly in the prior art.

Description

TECHNICAL FIELD

[0001] The utility model relates to building construction technical field especially relates to a large span bionic blade metal roof tip's temporary reinforcing structure. BACKGROUND

[0002] In a building construction project, the roof modeling is special, adopts the metal roof of bionic bamboo leaf modeling, because bamboo leaf metal roof span is larger, will produce swing under the action of wind load, and will produce relatively larger displacement in bamboo leaf modeling roof tip, has the great influence to the scene construction.

[0003] The roof reinforcing structure of prior art is mostly used for plane metal roof, because bamboo leaf metal roof modeling is less seen, is not applicable to bamboo leaf shape metal roof and other large span bionic blade metal roof, cannot effectively reinforce large span bionic blade metal roof. Therefore, need to provide a kind of large span bionic blade metal roof tip's temporary reinforcing structure, can solve the problem that large span bionic blade metal roof tip is easy to swing under the action of wind load and blade metal roof tip displacement is large in prior art. SUMMARY

[0004] The utility model discloses a kind of large span bionic blade metal roof tip's temporary reinforcing structure, can solve the problem that large span bionic blade metal roof tip is easy to swing under the action of wind load and blade metal roof tip displacement is large in prior art.

[0005] The utility model is realized as follows:

[0006] A kind of large span bionic blade metal roof tip's temporary reinforcing structure, including vertical embedded plate, horizontal embedded plate, first reinforcing rod, second reinforcing rod and draw-in rod;A pair of vertical embedded plate is installed on the outer side elevation of civil main body structure with interval, a pair of horizontal embedded plate is installed on the inner side horizontal plane of build main body structure with interval, and a pair of horizontal embedded plate is located at the inner side of a pair of vertical embedded plate respectively;One end of a pair of first reinforcing rod is fixedly connected with a pair of vertical embedded plate respectively, the other end of a pair of first reinforcing rod extends obliquely above the tip of large span bionic blade metal roof, and a pair of first reinforcing rod is correspondingly connected with a pair of horizontal embedded plate respectively, a pair of first reinforcing rod is arranged mutually parallel and is connected and fixed by several draw-in rods;One end of several second reinforcing rods is fixedly connected on the draw-in rod away from vertical embedded plate, the other end of several second reinforcing rods is fixedly connected on the tip of large span bionic blade metal roof.

[0007] Each vertical embedded plate includes inner side vertical embedded plate and outer side vertical embedded plate, and the inner side vertical embedded plate and the outer side vertical embedded plate are respectively attached to the inner side and the outer side of the outer side elevation of the civil main body structure, and are connected and fixed by mechanical anchor bolt.

[0008] The first connecting plate is fixedly connected to the inner vertical embedded plate, and one end of the first reinforcing rod is fixedly connected to the first connecting plate, so that the one end of the first reinforcing rod is fixedly connected to the vertical embedded plate.

[0009] Each of the horizontal embedded plates comprises a horizontal embedded plate body and embedded rods, the embedded rods are embedded in an inner horizontal plane of the civil main structure, and the horizontal embedded plate body is embedded on a surface of the inner horizontal plane of the civil main structure and is fixedly connected to the embedded rods perpendicularly.

[0010] The second connecting plate is fixedly connected to the horizontal embedded plate body, and one end side of the first reinforcing rod is fixedly connected to the second connecting plate, so that the first reinforcing rod is fixedly connected to the horizontal embedded plate.

[0011] The lower end of the first reinforcing rod and the lower end of the second reinforcing rod are located at the same horizontal height, so that the first reinforcing rod, the second reinforcing rod and the plane where the tip of the large-span biomimetic blade metal roof is located form a triangular structure.

[0012] Compared with the prior art, the utility model has the following beneficial effects:

[0013] 1、The utility model discloses a first reinforcing rod, second reinforcing rod and draw bar are set up, the first reinforcing rod is fixedly connected on the civil main structure, and the second reinforcing rod is connected between the draw bar of the first reinforcing rod and the large-span biomimetic blade metal roof, so that the large-span biomimetic blade metal roof is fixedly connected on the civil main structure, guarantees the stability of the large-span biomimetic blade metal roof under the wind load working condition, avoids the tip of the large-span biomimetic blade metal roof to have greater horizontal displacement, transverse displacement and vertical deflection, provides favorable condition for the subsequent construction, effectively solves the problem that the tip of the bamboo leaf shaped large-span biomimetic blade metal roof swings too much.

[0014] 2、The utility model discloses a vertical embedded plate and horizontal embedded plate are set up, the vertical embedded plate is fixed on the outer vertical surface of the civil main structure, and the horizontal embedded plate is fixed on the inner horizontal plane of the civil main structure and is fixedly connected with the first reinforcing rod through the first connecting plate and the second connecting plate, guarantees the reliable connection and force transmission between the first reinforcing rod and the civil main structure. BRIEF DESCRIPTION OF DRAWINGS

[0015] Figure 1 It is the top view of the temporary reinforcing structure of the tip of the large-span biomimetic blade metal roof of the utility model,

[0016] Figure 2 It is the front view of the temporary reinforcing structure of the tip of the large-span biomimetic blade metal roof of the utility model,

[0017] Figure 3It is the temporary reinforcing structure's perspective view of the utility model large span bionic blade metal roof tip.

[0018] In the drawing, 1 vertical embedded plate, 101 mechanical anchor bolt, 2 horizontal embedded plate, 3 first reinforcing rod, 4 second reinforcing rod, 5 tie rod, 6 outside vertical surface of the main body structure of civil engineering, 7 inside horizontal surface of the main body structure of civil engineering, 8 large span bionic blade metal roof, 9 first connecting plate, 10 second connecting plate. DETAILED DESCRIPTION

[0019] The utility model will be further described below in combination with the drawings and specific embodiments.

[0020] Please see the attached Figure 1 to the attached Figure 3 A kind of temporary reinforcing structure of large span bionic blade metal roof tip, including vertical embedded plate 1, horizontal embedded plate 2, first reinforcing rod 3, second reinforcing rod 4 and tie rod 5;A pair of vertical embedded plate 1 is installed on the outside vertical surface 6 of the main body structure of civil engineering with interval, a pair of horizontal embedded plate 2 is installed on the inside horizontal surface 7 of the main body structure of civil engineering with interval, and a pair of horizontal embedded plate 2 is located at the inside of a pair of vertical embedded plate 1 respectively;The one end of a pair of first reinforcing rod 3 is fixedly connected with a pair of vertical embedded plate 1 respectively, the other end of a pair of first reinforcing rod 3 extends obliquely above the tip of large span bionic blade metal roof 8, and a pair of first reinforcing rod 3 is connected with a pair of horizontal embedded plate 2 respectively, a pair of first reinforcing rod 3 is arranged mutually parallel and is connected and fixed by several tie rods 5;The one end of several second reinforcing rods 4 is fixedly connected on the tie rod 5 away from vertical embedded plate 1, and the other end of several second reinforcing rods 4 is fixedly connected on the tip of large span bionic blade metal roof 8.

[0021] Preferably, first reinforcing rod 3, second reinforcing rod 4 and tie rod 5 can be made of square steel pipe, the square steel pipe specification of first reinforcing rod 3 is greater than the square steel pipe specification of second reinforcing rod 4, and the square steel pipe specification of second reinforcing rod 4 is greater than the square steel pipe specification of tie rod 5. Vertical embedded plate 1 and horizontal embedded plate 2 can be made of steel plate, first reinforcing rod 3 is fixedly connected with the main body structure of civil engineering by vertical embedded plate 1 and horizontal embedded plate 2, second reinforcing rod 4 is connected between the tie rod 5 between first reinforcing rod 3 and large span bionic blade metal roof 8, forms temporary reinforcing steel structure, for effectively fixedly connecting large span bionic blade metal roof 8 with the main body structure of civil engineering, and the wind load that large span bionic blade metal roof 8 receives is transferred to the main body structure of civil engineering, avoids large span bionic blade metal roof 8 to sway or displace.

[0022] Preferably, the number of temporary reinforcing structures can be adjusted adaptively according to actual reinforcing requirements to ensure reliable fixation between the large-span biomimetic blade metal roof 8 and the main building structure. The number of vertical embedded plates 1, horizontal embedded plates 2, first reinforcing rods 3, second reinforcing rods 4 and tie rods 5 in each group of temporary reinforcing structures can also be adjusted adaptively according to actual reinforcing requirements.

[0023] Please refer to the attached Figure 1 to the attached Figure 3 Each of the vertical embedded plates 1 comprises an inner vertical embedded plate and an outer vertical embedded plate, which are respectively arranged on the inner side and the outer side of the outer side elevation 6 of the main building structure and are connected and fixed by mechanical anchors 101.

[0024] Preferably, the inner vertical embedded plate and the outer vertical embedded plate are both made of steel plates, and the size and specification of the inner vertical embedded plate and the outer vertical embedded plate can be adaptively selected according to actual installation requirements and strength requirements.

[0025] The inner vertical embedded plate and the outer vertical embedded plate are fixedly connected by the mechanical anchors 101 penetrating through the outer side elevation 6 of the main building structure, so as to ensure the installation firmness of the vertical embedded plate 1 on the outer side elevation 6 of the main building structure, thereby ensuring the reliable connection between the first reinforcing rod 3 and the main building structure.

[0026] Please refer to the attached Figure 1 to the attached Figure 3 The inner vertical embedded plate is fixedly connected with a first connecting plate 9, and one end of the first reinforcing rod 3 is fixedly connected to the first connecting plate 9, so that the one end of the first reinforcing rod 3 is fixedly connected with the vertical embedded plate 1.

[0027] Preferably, the first connecting plate 9 can be made of a steel plate, which is used to connect the inner vertical embedded plate and the first reinforcing rod 3, and the inner vertical embedded plate, the first reinforcing rod 3 and the first connecting plate 9 are fixed by full welding to ensure the connection reliability.

[0028] Please refer to the attached Figure 2 and the attached Figure 3 Each of the horizontal embedded plates 2 comprises a horizontal embedded plate body and embedded rods, the embedded rods are embedded in the inner horizontal surface 7 of the main building structure, and the horizontal embedded plate body is embedded on the surface of the inner horizontal surface 7 of the main building structure and is fixedly connected with the embedded rods perpendicularly.

[0029] Preferably, the horizontal embedded plate body can be made of a steel plate, and the embedded rods can be made of steel bars, and the size and specification of the horizontal embedded plate body and the embedded rods can be adaptively selected according to actual installation requirements and strength requirements. The horizontal embedded plate 2 provides further reinforcement for the lower part of the first reinforcing rod 3, thereby ensuring the connection reliability between the first reinforcing rod 3 and the main building structure.

[0030] Please refer to the attached Figure 1 to the attached Figure 3 The horizontal embedded plate body is fixedly connected with the second connecting plate 10, and one end side of the first reinforcing rod 3 is fixedly connected with the second connecting plate 10, so that the first reinforcing rod 3 is fixedly connected with the horizontal embedded plate 2.

[0031] Preferably, the second connecting plate 10 is made of a steel plate and is used for connecting the horizontal embedded plate body and the first reinforcing rod 3.

[0032] Please refer to the attached Figure 2 The lower end of the first reinforcing rod 3 and the lower end of the second reinforcing rod 4 are located at the same horizontal height, so that the first reinforcing rod 3, the second reinforcing rod 4 and the plane where the tip of the large-span bionic blade metal roof 8 is located form a triangular structure.

[0033] The triangular structure has high stability and can transmit the wind load received by the large-span bionic blade metal roof 8 to the civil main structure, so as to ensure the stability of the large-span bionic blade metal roof 8 and avoid large displacement of the tip of the large-span bionic blade metal roof 8, including horizontal displacement, transverse displacement and vertical deflection.

[0034] Please refer to the attached Figure 1 to the attached Figure 3 The construction method of the utility model is as follows:

[0035] First, the inner vertical embedded plate and the outer vertical embedded plate of the vertical embedded plate 1 are installed on the outer side vertical surface 6 of the civil main structure through mechanical anchoring 101, and the horizontal embedded plate body is installed on the inner side horizontal surface 7 of the civil main structure through embedded rod to form the horizontal embedded plate 2.

[0036] The first connecting plate 9 is welded on the inner vertical embedded plate and is composed of a steel plate and an angle steel, one end of the steel plate is welded on the inner vertical embedded plate, one end of the angle steel is welded on the steel plate, and the other end of the angle steel is used for connecting the first reinforcing rod 3. The first reinforcing rod 3 extends upwards to the tip of the large-span bionic blade metal roof 8 and is fixed on the other end of the angle steel on the horizontal embedded plate body. The vertical embedded plate 1 and the horizontal embedded plate 2 ensure the connection reliability of the first reinforcing rod 3 and the civil main structure.

[0037] The installation mode of the pair of vertical embedded plates 1, the pair of horizontal embedded plates 2 and the pair of first reinforcing bars 3 is the same, and is not repeated here. The pair of first reinforcing bars 3 are arranged in parallel with each other and are connected into a whole through the tie bars 5, preferably, one tie bar 5 can be arranged at the bottom, lower part and top of the pair of first reinforcing bars 3, the tie bar 5 and the first reinforcing bar 3 can be directly welded or welded into a whole through the angle steel, so as to ensure the firmness and stability of the whole structure.

[0038] The two second reinforcing bars 4 are arranged at intervals, the upper ends of the two second reinforcing bars 4 are welded on the tie bars 5 at the top of the first reinforcing bars 3 respectively, the lower ends of the two second reinforcing bars 4 are welded on the tips of the large-span biomimetic blade metal roof 8 respectively, and the lower ends of the second reinforcing bars 4 are located at the same horizontal level as the lower ends of the first reinforcing bars 3, so that the second reinforcing bars 4, the first reinforcing bars 3, the tips of the large-span biomimetic blade metal roof 8 and the extension planes thereof form a triangular structure.

[0039] The triangular structure is used to connect the large-span biomimetic blade metal roof 8 and the main building structure into a whole, so as to ensure that the large-span biomimetic blade metal roof 8 remains stable under the action of wind load, and the tips of the large-span biomimetic blade metal roof 8 do not have large horizontal displacement, transverse displacement and vertical deflection, which provides favorable conditions for the subsequent construction of the large-span biomimetic blade metal roof 8.

[0040] The above is only a preferred embodiment of the present application, and is not used to limit the protection scope of the present application, therefore, any modification, equivalent replacement, improvement and the like within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims

1. A temporary reinforcement structure for the tip of a large-span biomimetic blade-shaped metal roof, characterized by: It includes vertical embedded plates (1), horizontal embedded plates (2), first reinforcing rods (3), second reinforcing rods (4), and tie rods (5); a pair of vertical embedded plates (1) are installed at intervals on the outer facade (6) of the main civil engineering structure, and a pair of horizontal embedded plates (2) are installed at intervals on the inner horizontal surface (7) of the main civil engineering structure, and the pair of horizontal embedded plates (2) are respectively located inside the pair of vertical embedded plates (1); one end of the pair of first reinforcing rods (3) is fixedly connected to the pair of vertical embedded plates (1), and the pair of first reinforcing rods (3) The other end extends obliquely upwards towards the tip of the large-span bionic blade metal roof (8), and a pair of first reinforcing rods (3) are respectively connected to a pair of horizontal embedded plates (2). The pair of first reinforcing rods (3) are arranged parallel to each other and connected and fixed by several tie rods (5). One end of several second reinforcing rods (4) is fixedly connected to a tie rod (5) away from the vertical embedded plate (1), and the other end of several second reinforcing rods (4) is fixedly connected to the tip of the large-span bionic blade metal roof (8).

2. The temporary reinforcement structure for the tip of a large-span biomimetic blade metal roof according to claim 1, characterized in that: each The vertical embedded plates (1) mentioned above all include an inner vertical embedded plate and an outer vertical embedded plate. The inner vertical embedded plate and the outer vertical embedded plate are respectively attached to the inner side and the outer side of the outer facade (6) of the main civil engineering structure and are connected and fixed by mechanical anchor bolts (101).

3. The temporary reinforcement structure for the tip of a large-span biomimetic blade metal roof according to claim 2, characterized in that: A first connecting plate (9) is fixedly connected to the inner vertical embedded plate, and one end of the first reinforcing rod (3) is fixedly connected to the first connecting plate (9), so that one end of the first reinforcing rod (3) is fixedly connected to the vertical embedded plate (1).

4. The temporary reinforcement structure for the tip of a large-span biomimetic blade metal roof according to claim 1, characterized in that: Each of the aforementioned horizontal embedded plates (2) includes a horizontal embedded plate body and embedded rods. Several embedded rods are embedded in the inner horizontal plane (7) of the civil engineering main structure. The horizontal embedded plate body is embedded on the surface of the inner horizontal plane (7) of the civil engineering main structure and is vertically fixed to several embedded rods.

5. The temporary reinforcement structure for the tip of a large-span biomimetic blade metal roof according to claim 4, characterized in that: A second connecting plate (10) is fixedly connected to the main body of the horizontal embedded plate, and one end of the first reinforcing rod (3) is fixedly connected to the second connecting plate (10), so that the first reinforcing rod (3) is fixedly connected to the horizontal embedded plate (2).

6. The temporary reinforcement structure for the tip of a large-span biomimetic blade metal roof according to claim 1, 3, or 5, characterized in that: The lower ends of the first reinforcing rod (3) and the second reinforcing rod (4) are at the same horizontal height, so that the plane containing the tip of the first reinforcing rod (3), the second reinforcing rod (4) and the large-span bionic blade metal roof (8) forms a triangular structure.

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