CN210978758U - Multi-tube double-lateral anti-seismic support - Google Patents
Multi-tube double-lateral anti-seismic support Download PDFInfo
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- CN210978758U CN210978758U CN201922050285.0U CN201922050285U CN210978758U CN 210978758 U CN210978758 U CN 210978758U CN 201922050285 U CN201922050285 U CN 201922050285U CN 210978758 U CN210978758 U CN 210978758U
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Abstract
The utility model discloses a multitube bilateral direction antidetonation support, including supporting steel, two first full tooth screw rods of upper end fixedly connected with of supporting steel, two the outside of first full tooth screw rod all is equipped with the full tooth channel-section steel of C type rather than threaded connection, two the top of first full tooth screw rod all is equipped with the full tooth screw rod of two seconds with the full tooth channel-section steel threaded connection of C type, two all be equipped with two screw rod V type stiffening mechanisms that can swing joint in the full tooth channel-section steel of C type, just be located on the supporting steel and be equipped with two pipe clamps, two between the full tooth channel-section steel of two C types all be equipped with the pipeline between the pipe clamp, the first antidetonation connecting piece of the equal fixedly connected with in supporting steel upper end both sides. The utility model discloses rational in infrastructure, not only simple structure can carry out stable spacing to two sides of support, and the antidetonation effect is better, also can highly adjust the support steel, demand when satisfying the pipeline actual installation, and the practicality is better.
Description
Technical Field
The utility model relates to an antidetonation support technical field especially relates to a multitube bilateral direction antidetonation support.
Background
At present, in the engineering construction process, the laying of pipelines and cable bridges is often needed, the pipelines are used for conveying tap water, fire water, natural gas and the like, and the cable bridges are used for arranging cables, network cables and the like. If the pipelines are directly fixed on the wall body, the pipelines are easy to fall when an earthquake occurs, so that safety accidents are caused.
The existing anti-seismic support has a simpler structure and insufficient anti-seismic effect; secondly current antidetonation support size is fixed, and is inconvenient to highly adjusting supporting pipeline bracket, can not adapt to actual installation environment, and top part is level and smooth in the house if, and the top in the top protrusion or the sunken top in the house of other part buildings so make pipeline bracket's actual installation comparatively inconvenient, therefore we have designed a multitube bilateral direction antidetonation support and have solved above problem.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the shortcoming that exists among the prior art, and the multitube bilateral direction antidetonation support that proposes, it is simple structure not only, can carry out stable spacing to two sides of support, and the antidetonation effect is better, also can highly adjust the support steel, demand when satisfying the pipeline actual installation, and the practicality is better.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a multitube bilateral anti-seismic support, includes the support steel, two first full tooth screw rods of upper end fixedly connected with of support steel, two the outside of first full tooth screw rod all is equipped with the full tooth channel-section steel of C type rather than threaded connection, two the top of first full tooth screw rod all is equipped with the full tooth screw rod of two seconds with the full tooth channel-section steel threaded connection of C type, two all be equipped with two screw rod V type stiffening mechanisms that can swing joint in the full tooth channel-section steel of C type, just be located two full tooth channel-sections of C type on the support steel and be equipped with two pipe clamps, two all be equipped with the pipeline between the pipe clamp, the first antidetonation connecting piece of the equal fixedly connected with in support steel upper end both sides, two all rotate on the first antidetonation connecting piece and be connected with the C type channel-section steel, two the one side that the C type channel-section steel.
Preferably, screw rod V type stiffening mechanism include with the full tooth channel-section steel inner wall sliding connection's of C type sliding block, run through on the sliding block be equipped with rather than threaded connection's the bolt of putting more energy into, the screw thread end of the bolt of putting more energy into rotates and is connected with V type piece, V type piece offsets with the first full tooth screw rod of tooth and the full tooth screw rod of second.
Preferably, the C-shaped full-tooth channel steel is internally and fixedly connected with two fixing columns, and threaded holes for mounting a first full-tooth screw and a second full-tooth screw are respectively arranged on the two fixing columns in a penetrating mode.
Preferably, the upper ends of the two second full-tooth screw rods are respectively provided with a first rear expansion anti-seismic anchor bolt.
Preferably, a second rear expansion anti-seismic anchor bolt penetrates through both the two second anti-seismic connecting pieces.
Preferably, the first full-thread screw and the second full-thread screw have opposite thread directions.
Compared with the prior art, the utility model, its beneficial effect does:
the C-shaped channel steel on the two sides and the two C-shaped full-tooth channel steel are mutually assisted, so that the anti-seismic steel has a better anti-seismic effect, is simple in structure and is convenient to install; rotate the full tooth channel-section steel of C type simultaneously, can realize that first full tooth screw rod and the relative or back of the body of the full tooth screw rod of second move mutually, so can adjust the height of support steel, actual demand when satisfying the installation.
To sum up, the utility model discloses rational in infrastructure, not only simple structure can carry out stable spacing to two sides of support, and the antidetonation effect is better, also can highly adjust the support steel, demand when satisfying the pipeline actual installation, and the practicality is better.
Drawings
Fig. 1 is a schematic structural view of a multi-tube bi-lateral anti-seismic support provided by the present invention;
fig. 2 is a top view of a C-shaped full-tooth channel steel in a multi-tube bi-lateral anti-seismic bracket according to the present invention;
fig. 3 is a schematic view of the connection of the middle part structure of the multi-tube bi-lateral anti-seismic support provided by the utility model.
In the figure: the anti-seismic anchor bolt comprises 1 supporting steel, 2C-shaped full-tooth channel steel, 3 first anti-seismic connecting pieces, 4C-shaped channel steel, 5 second anti-seismic connecting pieces, 6 second full-tooth screw rods, 7 first rear expansion anti-seismic anchor bolts, 8 first full-tooth screw rods, 9 pipe clamps, 10 pipelines, 11 second rear expansion anti-seismic anchor bolts, 12 sliding blocks, 13 stiffening bolts, 14 fixing columns, 15 threaded holes and 16V-shaped blocks.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
In the description of the present invention, it should be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", "front", "rear", "both ends", "one end", "the other end", etc. indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplification of the description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
Referring to fig. 1-3, a multi-tube double-lateral anti-seismic support comprises support steel 1, wherein two first full-tooth screws 8 are fixedly connected to the upper end of the support steel 1, C-shaped full-tooth channel steel 2 in threaded connection with the two first full-tooth screws 8 are arranged on the outer sides of the two first full-tooth screws 8, two second full-tooth screws 6 in threaded connection with the C-shaped full-tooth channel steel 2 are arranged above the two first full-tooth screws 8, two fixed columns 14 are fixedly connected in the C-shaped full-tooth channel steel 2, threaded holes 15 for mounting the first full-tooth screws 8 and the second full-tooth screws 6 are respectively arranged on the two fixed columns 14 in a penetrating mode, and the two threaded holes 15 are respectively matched with threads of the first full-tooth screws 8 and the second full-tooth screws 6; the thread directions of the first full-thread screw 8 and the second full-thread screw 6 are opposite, so that the support steel 1 can move upwards or downwards by rotating the C-shaped full-thread channel steel.
All be equipped with two screw rod V type stiffening mechanisms that can swing joint in the full tooth channel-section steel 2 of two C types, screw rod V type stiffening mechanism includes sliding block 12 with the 2 inner wall sliding connection of the full tooth channel-section steel of C type, run through on sliding block 12 be equipped with rather than threaded connection's stiffening bolt 13, stiffening bolt 13's screw thread end rotates and is connected with V type piece 16, V type piece 16 offsets with first full tooth screw rod 8 and the full tooth screw rod 6 of second, can carry on spacingly to the full tooth channel-section steel 2 of C type, make it be difficult for rotating, also can increase holistic antidetonation effect.
The upper ends of the two second full-tooth screw rods 6 are respectively provided with a first rear expansion anti-seismic anchor bolt 7, so that the C-shaped full-tooth channel steel 2 can be connected with the inner top of a house; and the second post-expansion anti-seismic anchor bolts 11 are arranged on the two second anti-seismic connecting pieces 5 in a penetrating manner, and the second anti-seismic connecting pieces 5 can be connected with the top in the roof through the second post-expansion anti-seismic anchor bolts 11.
Support steel 1 is gone up and be located and be equipped with two pipe strap 9 between two full tooth channel-section steels of C type 2, all is equipped with pipeline 10 between two pipe strap 9, and the first antidetonation connecting piece 3 of the equal fixedly connected with in support steel 1 upper end both sides all rotates on two first antidetonation connecting pieces 3 and is connected with C type channel-section steel 4, and the one side that two C type channel-section steel 4 carried on the back mutually all rotates and is connected with second antidetonation connecting piece 5.
In the utility model, firstly, install first post-expansion anti-seismic anchor bolt 7 at the inner top of the roof through a tool, then rotate C-shaped channel steel 4 on both sides to make it level and abut against the inner top of the roof, fix second anti-seismic connecting piece 5 at the roof through second post-expansion anti-seismic anchor bolt 11, then rotate stiffening bolt 13 through a tool, make V-shaped block 16 abut against first full-tooth screw 8 and second full-tooth screw 6 respectively, so can limit C-shaped full-tooth channel steel 2, so realize the installation of the damping bracket, C-shaped full-tooth channel steel 2 can be assisted by C-shaped channel steel 4 on both sides to stably limit supporting steel 1, and further can stably support pipeline 10; the anti-seismic steel channel is simple in structure, the C-shaped channel steels 4 on the two sides and the two C-shaped full-tooth channel steels 2 are mutually assisted, and a better anti-seismic effect is achieved.
When the height of supporting steel 1 is adjusted to needs, the staff can rotate the full tooth channel-section steel 2 of C type simultaneously, because supporting steel 1 can't rotate under two first full tooth screw rods 8 spacing, and the screw thread opposite direction of the full tooth screw rod 6 of first full tooth screw rod 8 and second, consequently, when rotating the full tooth channel-section steel 2 of C type simultaneously, can realize that the full tooth screw rod 6 of first full tooth screw rod 8 and second is relative or move back to back mutually, so can adjust the height of supporting steel 1, actual demand when satisfying the installation.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. A multi-pipe bilateral anti-seismic support comprises support steel (1) and is characterized in that two first full-tooth screw rods (8) are fixedly connected to the upper end of the support steel (1), two C-shaped full-tooth channel steel (2) in threaded connection with the first full-tooth screw rods (8) are arranged on the outer sides of the first full-tooth screw rods (8), two second full-tooth screw rods (6) in threaded connection with the C-shaped full-tooth channel steel (2) are arranged above the two first full-tooth screw rods (8), two screw rod V-shaped stiffening mechanisms capable of being movably connected are arranged in the two C-shaped full-tooth channel steel (2), two pipe clamps (9) are arranged on the support steel (1) and between the two C-shaped full-tooth channel steel (2), a pipeline (10) is arranged between the two pipe clamps (9), and first anti-seismic connecting pieces (3) are fixedly connected to the two sides of the upper end of the support steel (1), two all rotate on first antidetonation connecting piece (3) and be connected with C type channel-section steel (4), two the one side that C type channel-section steel (4) carried on the back mutually all rotates and is connected with second antidetonation connecting piece (5).
2. A multi-pipe double-side anti-seismic support according to claim 1, wherein the screw V-shaped stiffening mechanism comprises a sliding block (12) slidably connected with the inner wall of the C-shaped full-tooth channel steel (2), a stiffening bolt (13) in threaded connection with the sliding block (12) is arranged on the sliding block (12) in a penetrating manner, a V-shaped block (16) is rotatably connected to the threaded end of the stiffening bolt (13), and the V-shaped block (16) abuts against the first full-tooth screw (8) and the second full-tooth screw (6).
3. A multi-tube double-side anti-seismic support according to claim 1, characterized in that two fixing columns (14) are fixedly connected in the C-shaped full-tooth channel steel (2), and threaded holes (15) for mounting a first full-tooth screw (8) and a second full-tooth screw (6) are respectively arranged on the two fixing columns (14) in a penetrating manner.
4. A multi-tube bi-lateral anti-seismic support according to claim 1, characterized in that the upper ends of both second full-tooth screws (6) are provided with first rear expansion anti-seismic anchors (7).
5. A multi-tube bi-lateral anti-seismic support according to claim 1, wherein a second post-expansion anti-seismic anchor (11) is provided through both of said second anti-seismic connectors (5).
6. A multi-tube double lateral anti-seismic support according to claim 1, characterized in that the first full-flight screw (8) and the second full-flight screw (6) have opposite threading directions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922050285.0U CN210978758U (en) | 2019-11-25 | 2019-11-25 | Multi-tube double-lateral anti-seismic support |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922050285.0U CN210978758U (en) | 2019-11-25 | 2019-11-25 | Multi-tube double-lateral anti-seismic support |
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| CN210978758U true CN210978758U (en) | 2020-07-10 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113217712A (en) * | 2021-06-07 | 2021-08-06 | 中铁建设集团设备安装有限公司 | Three-pipe comprehensive pipeline lateral support |
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2019
- 2019-11-25 CN CN201922050285.0U patent/CN210978758U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113217712A (en) * | 2021-06-07 | 2021-08-06 | 中铁建设集团设备安装有限公司 | Three-pipe comprehensive pipeline lateral support |
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