CN212900100U - Double-barrelled conduit saddle is at concrete wall body erection joint structure - Google Patents
Double-barrelled conduit saddle is at concrete wall body erection joint structure Download PDFInfo
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- CN212900100U CN212900100U CN202021667726.8U CN202021667726U CN212900100U CN 212900100 U CN212900100 U CN 212900100U CN 202021667726 U CN202021667726 U CN 202021667726U CN 212900100 U CN212900100 U CN 212900100U
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Abstract
The utility model provides a double-pipe bracket installing and connecting structure on a concrete wall, which comprises a wall body, vertical angle steel, transverse angle steel, expansion bolts, stiffening angle steel, inclined struts, connecting plates, additional angle steel, 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 wall of the concrete structure with the vertical angle steel attached to the vertical angle steel is fixedly connected through 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 and is connected in a reinforcing mode, two ends of the stiffening angle steel are respectively attached to the vertical angle steel and are welded and fixed with the transverse angle steel, additional angle steel is arranged at the end part, close to the wall, of the transverse angle steel, an inclined strut is arranged at the bottom of the vertical angle steel and is opposite to the side end of the transverse angle steel, two ends of the inclined strut; and 2 supports are welded and fixed on the transverse angle steel, and pipelines are fixed on the supports.
Description
Technical Field
The utility model relates to a piping erection technical field especially relates to a double-barrelled conduit saddle 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 directly installed on a pipe support formed by welding angle steel, and the pipe support is directly installed on a wall body by adopting an expansion bolt. The vibration that the pipeline produced has very big influence to the fixed of conduit saddle, especially two tubular forms, and the outside pipeline has higher requirement to the fixed stability of conduit saddle, and the conduit saddle is difficult not hard up, even does not play the supporting role to the pipeline.
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 erection joint structure on concrete wall, adopt the utility model discloses a structure adopts stiffening angle steel enhancement to the conduit saddle that adopts the angle steel welding to form, and cooperation bracing, connecting plate and additional angle steel support the conduit saddle and strengthen, and connection structure intensity is higher, 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 mounting and connecting structure on a concrete wall comprises a wall body, vertical angle steel, transverse angle steel, expansion bolts, stiffening angle steel, inclined struts, connecting plates, additional angle steel, a support and a pipeline; the vertical angle steel and the horizontal angle steel are spliced and vertically welded to form an L-shaped pipe bracket by a 45-degree oblique angle, the wall body of the concrete structure jointed by the vertical angle steel is fixedly connected by expansion bolts, a stiffening angle steel is arranged at the inner side of the welding fixed part of the vertical angle steel and the horizontal angle steel for reinforcing connection, two ends of the stiffening angle steel are respectively jointed by the vertical angle steel and the horizontal angle steel for welding fixation, the side end part of the horizontal angle steel close to the wall body is provided with an additional angle steel, one end of the additional angle steel is fixedly welded with the top part of the horizontal angle steel, the other end of the additional angle steel is fixed on the wall body by the expansion bolts, the bottom part of the vertical angle steel and the side end part of the horizontal angle steel, which is opposite to the wall body, are provided with an inclined strut which is a steel plate, the other end is fixedly connected with the transverse angle steel by bolts; and 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.
Preferably, the additional angle steel can be arranged in a full length mode, and the additional angle steel is fixedly connected with the adjacent pipe brackets with the same height.
Preferably, the connecting plates are steel plate strips, the length of each connecting plate is set according to the vertical distance between each inclined strut and each transverse angle steel, and 2-3 connecting plates can be arranged.
The utility model has the advantages that: adopt the utility model discloses a structure adopts stiffening angle steel enhancement to the conduit saddle that adopts the angle steel welding to form and connects, and cooperation bracing, connecting plate and additional angle steel support the conduit saddle and strengthen, and connection structure intensity is higher, and stability is good, and 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 structure for installing and connecting a double-pipe bracket on a concrete wall.
Wherein: the steel pipe is characterized in that the steel pipe 1 is a wall body, the steel pipe 2 is vertical angle steel, the steel pipe 3 is transverse angle steel, the steel pipe 4 is an expansion bolt, the steel pipe 5 is stiffening angle steel, the steel pipe 6 is an inclined strut, the steel pipe 7 is a connecting plate, the steel pipe 8 is additional angle steel, the steel pipe 9 is a support, and the steel pipe 10 is a pipeline.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in the figure, the double-pipe bracket mounting and connecting structure on the concrete wall comprises a wall body 1, vertical angle steel 2, transverse angle steel 3, expansion bolts 4, stiffening angle steel 5, inclined struts 6, connecting plates 7, additional angle steel 8, a support 9 and a pipeline 10; the vertical angle steel 2 and the horizontal angle steel are spliced at an oblique angle of 45 degrees and vertically welded to form an L-shaped pipe support, the vertical angle steel 2 is fixedly connected with a wall body 1 of a concrete structure by adopting expansion bolts 4, a stiffening angle steel 5 is arranged at the inner side of the welding fixed part of the vertical angle steel 2 and the horizontal angle steel 3 and is connected with the stiffening angle steel 5 in a reinforcing way, two ends of the stiffening angle steel 5 are respectively attached to the vertical angle steel 2 and the horizontal angle steel 3 and are welded and fixed, an additional angle steel 8 is arranged at the end part of the horizontal angle steel 3 close to the wall body, one end of the additional angle steel 8 is welded and fixed with the top part of the horizontal angle steel 3, the other end of the additional angle steel 8 is fixed on the wall body 1 by adopting the expansion bolts 4, an inclined strut 6 is arranged at the bottom of the vertical angle steel 2 and the horizontal angle steel 3 and is arranged at the, one end of the connecting plate 7 is fixedly connected with the inclined strut 6 by bolts, and the other end of the connecting plate is fixedly connected with the transverse angle steel 3 by bolts; and 2 support seats 9 are welded and fixed on the transverse angle steel 3, the 2 support seats 9 are arranged at intervals, and a pipeline 10 is fixed on the support seat 9.
In specific implementation, the additional angle steel 8 can be arranged in a full length mode, and the additional angle steel 8 is fixedly connected with the adjacent pipe brackets with the same height.
During specific implementation, the connecting plates 7 are steel plate strips, the length of the connecting plates 7 is set according to the vertical distance between the inclined strut 6 and the transverse angle steel 3, and 2-3 connecting plates 7 can be arranged.
Claims (3)
1. The utility model provides a double-barrelled conduit saddle erection joint structure on concrete wall which characterized in that: the wall comprises a wall body, vertical angle steels, transverse angle steels, expansion bolts, stiffening angle steels, inclined struts, connecting plates, additional angle steels, supports and pipelines; the vertical angle steel and the horizontal angle steel are spliced and vertically welded to form an L-shaped pipe bracket by a 45-degree oblique angle, the wall body of the concrete structure jointed by the vertical angle steel is fixedly connected by expansion bolts, a stiffening angle steel is arranged at the inner side of the welding fixed part of the vertical angle steel and the horizontal angle steel for reinforcing connection, two ends of the stiffening angle steel are respectively jointed by the vertical angle steel and the horizontal angle steel for welding fixation, the side end part of the horizontal angle steel close to the wall body is provided with an additional angle steel, one end of the additional angle steel is fixedly welded with the top part of the horizontal angle steel, the other end of the additional angle steel is fixed on the wall body by the expansion bolts, the bottom part of the vertical angle steel and the side end part of the horizontal angle steel, which is opposite to the wall body, are provided with an inclined strut which is a steel plate, the other end is fixedly connected with the transverse angle steel by bolts; and 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.
2. The double-pipe bracket installation and connection structure on the concrete wall body according to claim 1, characterized in that: the additional angle steel can be arranged in a full-length mode and is fixedly connected with the adjacent pipe brackets with the same height.
3. The double-pipe bracket installation and connection structure on the concrete wall body according to claim 1, characterized in that: the connecting plates are steel plate strips, the length of each connecting plate is set according to the vertical distance between each inclined strut and each transverse angle steel, and 2-3 connecting plates can be arranged.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202021667726.8U CN212900100U (en) | 2020-08-11 | 2020-08-11 | Double-barrelled conduit saddle is at concrete wall body erection joint structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN202021667726.8U CN212900100U (en) | 2020-08-11 | 2020-08-11 | Double-barrelled conduit saddle is at concrete wall body erection joint structure |
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CN212900100U true CN212900100U (en) | 2021-04-06 |
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CN202021667726.8U Active CN212900100U (en) | 2020-08-11 | 2020-08-11 | Double-barrelled conduit saddle is at concrete wall body erection joint structure |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115961719A (en) * | 2023-03-14 | 2023-04-14 | 中铁建设集团北京工程有限公司 | Prefabricated shear wall system and construction method thereof |
-
2020
- 2020-08-11 CN CN202021667726.8U patent/CN212900100U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115961719A (en) * | 2023-03-14 | 2023-04-14 | 中铁建设集团北京工程有限公司 | Prefabricated shear wall system and construction method thereof |
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