CN213236330U - Double-pipe bracket vibration-damping mounting and connecting structure on concrete wall - Google Patents
Double-pipe bracket vibration-damping mounting and connecting structure on concrete wall Download PDFInfo
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- CN213236330U CN213236330U CN202021667635.4U CN202021667635U CN213236330U CN 213236330 U CN213236330 U CN 213236330U CN 202021667635 U CN202021667635 U CN 202021667635U CN 213236330 U CN213236330 U CN 213236330U
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- angle steel
- transverse
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- steel
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Abstract
The utility model provides a double-pipe bracket vibration damping mounting connection structure on a concrete wall, which comprises a wall body, a transverse angle steel, a vertical angle steel, an expansion bolt, a vibration damping pad, a stiffening angle steel, an inclined strut, a support and a pipeline; the vertical angle steel and the transverse angle steel are spliced and perpendicularly welded at an oblique angle of 45 degrees to form an L-shaped pipe support, the vertical angle steel is fixedly connected with a wall body of a concrete structure by adopting expansion bolts, stiffening angle steel is arranged on the inner side of the welding fixed position of the vertical angle steel and the transverse angle steel for reinforcing connection, an inclined strut is arranged at the bottom of the vertical angle steel and the side end of the transverse angle steel, which is opposite to the wall body, and two ends of the inclined strut are fixedly connected with the vertical angle steel and the transverse angle; 2 supports are fixedly welded on the transverse angle steel, and pipelines are fixed on the supports; damping pads are arranged between the vertical angle steel and the wall body and between the bottom of the support and the top of the horizontal angle steel, and each damping pad consists of thin steel plate surface layers on the inner surface and the outer surface and an elastic rubber pad in the middle.
Description
Technical Field
The utility model relates to a piping erection technical field especially relates to a double-barrelled conduit saddle damping erection joint structure on concrete wall.
Background
The pipeline arrangement is an essential part of a building, the current common pipelines comprise three types of air pipes, water pipes and electric pipes, and the pipeline arrangement mode is selected according to different positions; in the prior art, a pipeline is generally and directly installed on a pipe bracket formed by welding angle steel, the pipe bracket is directly installed on a wall body by adopting expansion bolts, and the pipe bracket is poor in stability and low in connection strength. The vibration that the pipeline produced and shake and have very big influence to the fixed of conduit saddle, long-time vibration leads to the conduit saddle fixing department to become flexible easily, and the conduit saddle drops even and loses the effect.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect and not enough, provide a double-barrelled conduit saddle damping erection joint structure on concrete wall, adopt the utility model discloses a structure all is provided with the damping pad between vertical angle steel and wall body, between support bottom and the horizontal angle steel top, and the vibration that significantly reduces is to the influence that the conduit saddle brought, and the cooperation has stiffening angle steel and bracing, and joint strength is better, and the fastness is high, and stability is good, is difficult not hard up.
In order to achieve the above object, the utility model adopts the following technical scheme: a double-pipe bracket vibration damping mounting connection structure on a concrete wall comprises a wall body, transverse angle steel, vertical angle steel, expansion bolts, vibration damping pads, stiffening angle steel, inclined struts, a support and a pipeline; the vertical angle steel and the transverse angle steel are spliced at an oblique angle of 45 degrees and are vertically welded to form an L-shaped pipe support, the vertical angle steel is fixedly connected with a wall of the concrete structure by expansion bolts, a stiffening angle steel is arranged on the inner side of the welding fixed position of the vertical angle steel and the transverse angle steel for reinforcing connection, two ends of the stiffening angle steel are respectively attached to the vertical angle steel and the transverse angle steel for welding and fixing, an inclined strut is arranged at the bottom of the vertical angle steel and at the side end of the transverse angle steel, which is opposite to the wall, and is a steel plate strip, and two ends of the inclined strut; 2 supports are welded and fixed on the transverse angle steel, the 2 supports are arranged at intervals, and pipelines are fixed on the supports; damping pads are arranged between the vertical angle steel and the wall body and between the bottom of the support and the top of the horizontal angle steel, and each damping pad consists of thin steel plate surface layers on the inner surface and the outer surface and an elastic rubber pad in the middle.
Preferably, the thickness of the damping pad is 20-25 mm.
Preferably, the middle part of the inclined strut can be provided with a vertical connecting plate which is connected with a transverse angle steel in a reinforcing way.
The utility model has the advantages that: adopt the utility model discloses a structure, between vertical angle steel and wall body, all be provided with the damping between support bottom and the horizontal angle steel top and fill up, the influence that the vibration that significantly reduces brought the conduit saddle, the cooperation has stiffening angle steel and bracing, and joint strength is better, and the fastness is high, and stability is good, is difficult not hard up.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention.
Fig. 1 is a schematic view of a vibration-damping mounting connection structure of a double-pipe support on a concrete wall.
Fig. 2 is a schematic cross-sectional view of a damping pad.
Wherein: 1 is a wall body, 2 is a transverse angle steel, 3 is a vertical angle steel, 4 is an expansion bolt, 5 is a vibration damping pad, 6 is a stiffening angle steel, 7 is an inclined strut, 8 is a support, 9 is a pipeline, 5-1 is a thin steel plate surface layer, and 5-2 is an elastic rubber pad.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings 1-2.
As shown in fig. 1-2, a double-pipe bracket vibration damping mounting connection structure on a concrete wall comprises a wall body 1, transverse angle steel 2, vertical angle steel 3, expansion bolts 4, vibration damping pads 5, stiffening angle steel 6, inclined struts 7, a support 8 and a pipeline 9; the vertical angle steel 3 and the transverse angle steel are spliced at an oblique angle of 45 degrees and are vertically welded to form an L-shaped pipe support, the vertical angle steel 3 is fixedly connected with a wall body 1 of a concrete structure by expansion bolts 4, a stiffening angle steel 6 is arranged on the inner side of the welding fixing position of the vertical angle steel 3 and the transverse angle steel 2 and is connected with the stiffening angle steel 6 in a reinforcing way, two ends of the stiffening angle steel 6 are respectively attached to the vertical angle steel 3 and the transverse angle steel 2 and are welded and fixed, an inclined strut 7 is arranged at the bottom of the vertical angle steel 3 and the transverse angle steel 2 and is back to the side end of the wall body 1, the inclined strut 7 is a steel plate strip; 2 support seats 8 are fixedly welded on the transverse angle steel 2, the 2 support seats 8 are arranged at intervals, and a pipeline 9 is fixed on each support seat 8; damping cushions 5 are arranged between the vertical angle steel 3 and the wall body 1 and between the bottom of the support 9 and the top of the horizontal angle steel 2, and the damping cushions 5 are composed of thin steel plate surface layers 5-1 on the inner surface and the outer surface and elastic rubber cushions 5-2 in the middle.
In specific implementation, the thickness of the damping pad 5 is 20-25 mm.
During specific implementation, the middle part of the inclined strut 7 can be provided with a vertical connecting plate which is connected with the transverse angle steel 2 in a reinforcing way.
Claims (3)
1. The utility model provides a double-barrelled conduit saddle damping installation connection structure on concrete wall, its characterized in that: the steel wall comprises a wall body, transverse angle steel, vertical angle steel, expansion bolts, vibration damping pads, stiffening angle steel, inclined struts, a support and a pipeline; the vertical angle steel and the transverse angle steel are spliced at an oblique angle of 45 degrees and are vertically welded to form an L-shaped pipe support, the vertical angle steel is fixedly connected with a wall of the concrete structure by expansion bolts, a stiffening angle steel is arranged on the inner side of the welding fixed position of the vertical angle steel and the transverse angle steel for reinforcing connection, two ends of the stiffening angle steel are respectively attached to the vertical angle steel and the transverse angle steel for welding and fixing, an inclined strut is arranged at the bottom of the vertical angle steel and at the side end of the transverse angle steel, which is opposite to the wall, and is a steel plate strip, and two ends of the inclined strut; 2 supports are welded and fixed on the transverse angle steel, the 2 supports are arranged at intervals, and pipelines are fixed on the supports; damping pads are arranged between the vertical angle steel and the wall body and between the bottom of the support and the top of the horizontal angle steel, and each damping pad consists of thin steel plate surface layers on the inner surface and the outer surface and an elastic rubber pad in the middle.
2. The vibration-damping mounting and connecting structure of the double-pipe bracket on the concrete wall body according to claim 1 is characterized in that: the thickness of the vibration damping pad is 20-25 mm.
3. The vibration-damping mounting and connecting structure of the double-pipe bracket on the concrete wall body according to claim 1 is characterized in that: the middle part of the inclined strut can be provided with a vertical connecting plate which is connected with a transverse angle steel in a reinforcing way.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021667635.4U CN213236330U (en) | 2020-08-11 | 2020-08-11 | Double-pipe bracket vibration-damping mounting and connecting structure on concrete wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021667635.4U CN213236330U (en) | 2020-08-11 | 2020-08-11 | Double-pipe bracket vibration-damping mounting and connecting structure on concrete wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213236330U true CN213236330U (en) | 2021-05-18 |
Family
ID=75894328
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021667635.4U Expired - Fee Related CN213236330U (en) | 2020-08-11 | 2020-08-11 | Double-pipe bracket vibration-damping mounting and connecting structure on concrete wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213236330U (en) |
-
2020
- 2020-08-11 CN CN202021667635.4U patent/CN213236330U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210518 |