Multi-pipe common-frame anti-seismic support and hanger structure

Abstract

The utility model relates to the technical field of building construction, in particular to a multi-pipe common-frame anti-seismic support and hanger structure which is used for connecting a building and supporting pipelines and comprises an anchoring body, a bottom support, an inclined support, a first anti-seismic connecting component and a second anti-seismic connecting component, the anchoring body is fixedly connected with the building, and one end of the first anti-seismic connecting component is in threaded connection with the anchoring body; the other end is in threaded connection with the inclined strut; one end of the second anti-seismic connecting component is in threaded connection with the inclined strut; one end of the reinforcing component is connected with the building through an anchoring body, and the other end of the reinforcing component is in threaded connection with the bottom support. According to the technical scheme, the first anti-seismic connecting component and the second anti-seismic connecting component are arranged, so that the problems of complex construction and high difficulty of a support hanger in an existing multi-pipe common-frame structure can be solved.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of building construction, and particularly relates to a multi-pipe co-arched anti-seismic support and hanger structure. BACKGROUND

[0002] In the building construction process, not only the house construction is needed, but also the pipes for the mechanical and electrical engineering settings such as fire fighting, drainage, heating and ventilation in the building are needed to be hoisted and supported, so the special multi-pipe co-arched lateral anti-seismic support and hanger structure is used to make the pipes hoisted and supported to be stable and have certain anti-seismic property, so as to improve the safety of the pipe laying.

[0003] In the prior art, the support and hanger in the multi-pipe co-arched structure for hoisting the pipes needs complicated construction and installation operation, for example, the base of the anti-seismic support and hanger is fixed by welding, so that it cannot be disassembled in the future, the construction difficulty is large, and the quality problem and safety hazard are easily caused. CONTENT OF THE UTILITY MODEL

[0004] In order to improve the problem of complicated and difficult construction of the support and hanger in the prior art multi-pipe co-arched structure, the present application provides a multi-pipe co-arched anti-seismic support and hanger structure.

[0005] The present application provides a multi-pipe co-arched anti-seismic support and hanger structure, which adopts the following technical scheme:

[0006] A multi-pipe co-arched anti-seismic support and hanger structure is used for connecting a building and hoisting a pipe, comprising an anchoring body, a bottom support, an inclined support, a first anti-seismic connecting member and a second anti-seismic connecting member, the anchoring body is fixedly connected with the building, one end of the first anti-seismic connecting member is threadedly connected with the anchoring body, and the other end is threadedly connected with the inclined support; one end of the second anti-seismic connecting member is threadedly connected with the inclined support, and the other end is hingedly connected with the bottom support; a reinforcing member is arranged on the bottom support, one end of the reinforcing member is connected with the building through the anchoring body, and the other end is threadedly connected with the bottom support.

[0007] By adopting the technical scheme, when the multi-pipe common rack anti-seismic support hanger is installed, one end of the anchoring body is inserted into the building to be fully fixed with the building; then, the second anti-seismic connecting member is connected with the bottom support in advance, and one end of the reinforcing member is connected with the anchoring body and the other end is connected with the bottom support; then, the first anti-seismic connecting member is connected with the inclined support in advance, and the first anti-seismic connecting member and the anchoring body and the second anti-seismic connecting member and the inclined support are sequentially connected; by arranging the first anti-seismic connecting member and the second anti-seismic connecting member, the problem of complex and difficult construction of the support hanger in the existing multi-pipe common rack structure can be improved; in addition, the first anti-seismic connecting member is threadedly connected with the anchoring body and the inclined support respectively, the second anti-seismic connecting member is threadedly connected with the inclined support, and the reinforcing member is threadedly connected with the bottom support and the anchoring body respectively, which is beneficial to subsequent maintenance of the bottom support and the inclined support, so that the pipe hanger can continue to maintain stability and has a certain anti-seismic property, thereby improving the safety of the pipeline.

[0008] Optionally, the pipeline and the bottom support are connected through a first pipe clamp and a second pipe clamp, the first pipe clamp wraps the pipeline, the two ends of the first pipe clamp are threadedly connected with the bottom support respectively, the body of the second pipe clamp is welded on the bottom support, the second pipe clamp wraps the pipeline, and the two ends of the second pipe clamp are threadedly connected.

[0009] By adopting the technical scheme, the first pipe clamp and the second pipe clamp are connected with the bottom support in different ways, which can adapt to the fixation of pipelines of different specifications or in different scenes and improve adaptability; when the space is relatively narrow, the second pipe clamp is used to fix the pipeline, and only the two ends of the second pipe clamp need to be connected to fix the pipe clamp, which is convenient to operate; when the pipeline is relatively long, it is relatively difficult to set the second pipe clamp, and the first pipe clamp is used to fix the pipeline, the first pipe clamp is sleeved on the pipeline, and then the two ends thereof are fixed with the bottom support.

[0010] Optionally, the first anti-seismic connecting member comprises a bottom plate and a first movable plate, one end of the bottom plate is hingedly connected with the first movable plate, and the other end is threadedly connected with the anchoring body; one end of the first movable plate is threadedly connected with the inclined support.

[0011] By adopting the technical scheme, the bottom plate plays a role in supporting the first movable plate, and the bottom plate and the first movable plate are connected through a hinged connection, which can buffer the vibration transmitted by the building during an earthquake and reduce the vibration impact force suffered by the inclined support, the bottom support and the pipeline.

[0012] Optionally, the second anti-seismic connecting member comprises a hinged plate and a second movable plate, the hinged plate is welded on the bottom support, one end of the second movable plate is hingedly connected with the hinged plate, and the other end is threadedly connected with the inclined support.

[0013] By adopting the technical scheme, the hinged plate and the second movable plate are connected in a hinged manner, so that the vibration transmitted by the building during an earthquake can be further buffered, and the vibration impact force on the diagonal brace, the bottom support and the pipeline is reduced.

[0014] Optionally, the reinforcing member comprises a reinforcing boom, one end of the reinforcing boom is threadedly connected with the anchoring body, the other end of the reinforcing boom is sequentially arranged in the hinged plate and the bottom support, and the other end of the reinforcing boom is threadedly connected with the hinged plate and the bottom support, respectively.

[0015] By adopting the technical scheme, the reinforcing boom can increase the stability of the connection between the bottom support and the diagonal brace, and reduce the occurrence of the shaking of the bottom support relative to the building.

[0016] Optionally, an included angle between the diagonal brace and a horizontal plane of the building is forty-five degrees.

[0017] By adopting the technical scheme, the included angle between the diagonal brace and the horizontal plane of the building is forty-five degrees, so that the overall rigidity, stability and anti-seismic performance of the multi-pipeline co-arched anti-seismic support and hanger structure can be increased, the lateral force can be resisted and the lateral load can be dispersed, and the deformation and vibration of the multi-pipeline co-arched anti-seismic support and hanger structure can be reduced.

[0018] Optionally, the reinforcing boom is perpendicular to the bottom support and the building, respectively, and an included angle between the diagonal brace and the reinforcing boom is forty-five degrees.

[0019] By adopting the technical scheme, the included angle between the diagonal brace and the reinforcing boom is forty-five degrees, so that the overall rigidity of the multi-pipeline co-arched anti-seismic support and hanger structure can be further improved, and the safety of the structure can be improved.

[0020] In summary, the present application has at least the following beneficial effects:

[0021] 1. By arranging the first anti-seismic connecting member and the second anti-seismic connecting member, the problems of complex and difficult construction of the support and hanger in the existing multi-pipeline co-arched structure can be improved; in addition, the first anti-seismic connecting member is threadedly connected with the anchoring body and the diagonal brace, respectively, the second anti-seismic connecting member is threadedly connected with the diagonal brace, and the reinforcing member is threadedly connected with the bottom support and the anchoring body, respectively, so that the subsequent maintenance of the bottom support and the diagonal brace can be facilitated, the pipeline hanger can continue to maintain stability and have a certain anti-seismic performance, and the safety of the pipeline can be improved.

[0022] 2. The first pipe clamp and the second pipe clamp are connected with the bottom support in different ways respectively, which can adapt to the fixing of pipes of different specifications or in different scenes, improving the adaptability; when the space is relatively narrow, the second pipe clamp is used to fix the pipe, and only the two ends of the second pipe clamp need to be connected to fix the pipe clamp, which is convenient to operate; when the pipe is relatively long, it is relatively difficult to wear the second pipe clamp, and the first pipe clamp is used to fix the pipe, the first pipe clamp is sleeved on the pipe, and then the two ends thereof are fixed with the bottom support.

[0023] 3. The bottom plate and the first movable plate are connected through hinging, which can buffer the vibration transmitted by the building during the earthquake, reducing the vibration impact force of the diagonal brace, the bottom support and the pipe.

[0024] 4. The hinge plate and the second movable plate are connected through hinging, which can further buffer the vibration transmitted by the building during the earthquake, reducing the vibration impact force of the diagonal brace, the bottom support and the pipe.

[0025] 5. The reinforcing suspender can increase the stability of the connection between the bottom support and the diagonal brace, reducing the occurrence of the shaking of the bottom support relative to the building. BRIEF DESCRIPTION OF DRAWINGS

[0026] Figure 1 is a front view of a multi-pipe shared frame anti-seismic support structure disclosed by the embodiment;

[0027] Figure 2 is a side view of a multi-pipe shared frame anti-seismic support structure disclosed by the embodiment.

[0028] BRIEF DESCRIPTION OF DRAWINGS

[0029] 1. Building; 2. Pipe; 3. Anchor; 4. Bottom support; 41. First pipe clamp; 42. Second pipe clamp; 5. Diagonal brace; 6. First anti-seismic connecting member; 61. Bottom plate; 62. First movable plate; 7. Second anti-seismic connecting member; 71. Hinge plate; 72. Second movable plate; 8. Reinforcing member; 81. Reinforcing suspender; 82. Threaded rod; 9. Bolt; 10. Nut. DETAILED DESCRIPTION

[0030] The following will be described in detail in combination with the accompanying Figures 1-2 The application will be further described in detail.

[0031] The embodiment of the application discloses a multi-pipe shared frame anti-seismic support structure, referring to Figure 1 and Figure 2This assembly, used to connect building 1 and support pipe 2, includes an anchor body 3, a base support 4, a diagonal brace 5, a first seismic connection member 6, and a second seismic connection member 7. The anchor body 3 is fixedly connected to building 1. One end of the first seismic connection member 6 is threaded to the anchor body 3, and the other end is threaded to the diagonal brace 5. One end of the second seismic connection member 7 is threaded to the diagonal brace 5, and the other end is hinged to the base support 4. A reinforcing member 8 is provided on the base support 4. One end of the reinforcing member 8 is connected to building 1 through the anchor body 3, and the other end is threaded to the base support 4.

[0032] See Figure 1 and Figure 2 Specifically, the first seismic connection member 6 includes a base plate 61 and a first movable plate 62. One end of the base plate 61 is hinged to the first movable plate 62, and the other end is threaded to the anchor body 3. One end of the first movable plate 62 is threaded to the diagonal brace 5. The first movable plate 62 and the base plate 61 are hinged by a pin. One end of the first movable plate 62 passes through the anchor body 3, and the first movable plate 62 and the anchor body 3 are fixed together by a nut 10.

[0033] See Figure 1 and Figure 2 The second seismic connection member 7 includes a hinge plate 71 and a second movable plate 72. The hinge plate 71 is welded to the bottom support 4. One end of the second movable plate 72 is hinged to the hinge plate 71, and the other end is threaded to the diagonal brace 5. The second movable plate 72 and the hinge plate 71 are hinged by a pin, and the second movable plate 72 and the diagonal brace 5 are fixed by bolts 9. The bolts 9 are sequentially inserted into the second movable plate 72 and the diagonal brace 5.

[0034] See Figure 1 and Figure 2 The reinforcing component 8 includes a reinforcing rod 81. One end of the reinforcing rod 81 is threadedly connected to the anchor body 3, and the other end is sequentially threaded through the hinge plate 71 and the bottom support 4, respectively. One end of the reinforcing rod 81 is fitted into the anchor body 3 and fixed to the anchor body 3 by bolts 9. After the bolts 9 pass through the reinforcing rod 81, they abut against the surface of the anchor body 3. A threaded rod 82 is provided on the other end of the reinforcing ceiling. One end of the threaded rod 82 is inserted into the reinforcing rod 81, and the other end is sequentially threaded through the hinge plate 71 and the bottom support 4. The threaded rod 82 is fixed to the reinforcing rod 81 by bolts 9. After the bolts 9 pass through the reinforcing rod 81, they abut against the surface of the threaded rod 82. The bottom support 4 is fixed to the reinforcing rod 81 by nuts 10 and the threaded rod 82. After the nuts 10 are screwed into the threaded rod 82, they abut against the bottom support 4, restricting the movement of the bottom support 4 along the axial direction of the threaded rod 82.

[0035] See Figure 1 and Figure 2Furthermore, the pipe 2 and the base support 4 are connected by a first pipe clamp 41 and a second pipe clamp 42. The first pipe clamp 41 wraps around the pipe 2, and both ends of the first pipe clamp 41 are threaded to the base support 4. Specifically, both ends are fixed by bolts 9. The body of the second pipe clamp 42 is welded to the base support 4, and the second pipe clamp 42 wraps around the pipe 2. Both ends of the second pipe clamp 42 are threaded to each other. Specifically, both ends are fixed by a bolt 9.

[0036] See Figure 1 and Figure 2 Furthermore, the angle between the diagonal brace 5 and the horizontal plane of the building 1 is set at 45 degrees; the reinforcing hanger 81 is perpendicular to the bottom support 4 and the building 1 respectively, and the angle between the diagonal brace 5 and the reinforcing hanger 81 is set at 45 degrees; the diagonal brace 5 is set at 45 degrees to the reinforcing hanger 81 and the building 1 respectively, which can increase the overall rigidity, stability and seismic performance of the multi-tube co-frame seismic bracing structure, as well as resist lateral forces and disperse lateral loads, and reduce the deformation and vibration of the multi-tube co-frame seismic bracing structure.

[0037] See Figure 1 and Figure 2 In this embodiment, the anchor body 3 is specifically an expansion bolt 9. The expansion part of the expansion bolt 9 is inserted into the building 1, and the threaded part of the expansion bolt 9 is respectively inserted into the first movable plate 62 and the reinforcing rod 81. The expansion bolt 9 has the characteristics of easy installation, strong anchoring force, and applicability to various foundation materials, making the installation of multi-pipe co-frame seismic support structure more convenient and faster. In other embodiments, the anchor body 3 can be an anchor rod, an anchor plate, or an anchor pile.

[0038] The working principle of the multi-tube co-frame seismic bracing structure proposed in this application is as follows:

[0039] When installing a multi-tube co-frame seismic bracing system, one end of the anchor body 3 is inserted into the building 1 to fully fix it to the building 1; then, the second seismic connection member 7 is pre-connected to the bottom support 4, that is, the combination of the hinge plate 71 and the second movable plate 72; then, one end of the reinforcing member 8 is connected to the anchor body 3, and the other end is connected to the bottom support 4, that is, one end of the reinforcing rod 81 is inserted into the anchor body 3 and the anchor body 3 is tightened by the bolt 9, and the threaded rod 82 on the other end is sequentially inserted through the hinge plate 71 and the bottom support 4, and the bottom support 4 is locked by the nut 10.

[0040] Then, the first seismic connection member 6 is connected to the diagonal brace 5 in advance, that is, the first movable plate 62 and the base plate 61 are combined, and the first movable plate 62 is connected to the diagonal brace 5 by bolts 9; then the base plate 61 is connected to the anchor body 3, and the second movable plate 72 is connected to the diagonal brace 5 in sequence; in addition, by adjusting the position of the bottom support 4 on the threaded rod 82, the angle between the diagonal brace 5 and the reinforcing rod 81 and the building 1 is 45 degrees.

[0041] The above examples are only used to illustrate the technical solutions of the present application, but not to limit the present application; although the present application has been described in detail with reference to the foregoing examples, those ordinarily skilled in the art should understand: the technical solutions recorded in the foregoing examples can still be modified, or some technical features can be replaced equivalently; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the embodiments of the present application, and should be included in the protection scope of the present application.

Claims

1. A multi-pipe co-support seismic bracing structure for connecting a building (1) and supporting pipes (2), characterized in that: The structure includes an anchor body (3), a base brace (4), a diagonal brace (5), a first seismic connection member (6), and a second seismic connection member (7). The anchor body (3) is fixedly connected to the building (1). One end of the first seismic connection member (6) is threaded to the anchor body (3), and the other end is threaded to the diagonal brace (5). One end of the second seismic connection member (7) is threaded to the diagonal brace (5), and the other end is hinged to the base brace (4). A reinforcing member (8) is provided on the base brace (4). One end of the reinforcing member (8) is connected to the building (1) through the anchor body (3), and the other end is threaded to the base brace (4).

2. The multi-tube co-frame seismic bracing structure according to claim 1, characterized in that: The pipe (2) and the base support (4) are connected by a first pipe clamp (41) and a second pipe clamp (42). The first pipe clamp (41) wraps around the pipe (2) and its two ends are threaded to the base support (4). The body of the second pipe clamp (42) is welded to the base support (4) and wraps around the pipe (2). The two ends of the second pipe clamp (42) are threaded together.

3. The multi-tube co-frame seismic bracing structure according to claim 1, characterized in that: The first seismic connection member (6) includes a base plate (61) and a first movable plate (62). One end of the base plate (61) is hinged to the first movable plate (62), and the other end is threaded to the anchor body (3). One end of the first movable plate (62) is threaded to the diagonal brace (5).

4. The multi-tube co-frame seismic bracing structure according to claim 1, characterized in that: The second seismic connection member (7) includes a hinge plate (71) and a second movable plate (72). The hinge plate (71) is welded to the bottom support (4). One end of the second movable plate (72) is hinged to the hinge plate (71), and the other end is threaded to the diagonal brace (5).

5. The multi-tube co-frame seismic bracing structure according to claim 4, characterized in that: The reinforcing member (8) includes a reinforcing rod (81), one end of which is threadedly connected to the anchor body (3), and the other end is sequentially inserted through the hinge plate (71) and the bottom support (4), and is threadedly connected to the hinge plate (71) and the bottom support (4) respectively.

6. The multi-tube co-frame seismic bracing structure according to claim 5, characterized in that: The angle between the diagonal brace (5) and the horizontal plane of the building (1) is set at forty-five degrees.

7. The multi-tube co-frame seismic bracing structure according to claim 6, characterized in that: The reinforcing rod (81) is perpendicular to the bottom support (4) and the building (1) respectively, and the angle between the diagonal brace (5) and the reinforcing rod (81) is set at a 45-degree angle.

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