CN209781872U - Single-tube longitudinal anti-seismic support - Google Patents
Single-tube longitudinal anti-seismic support Download PDFInfo
- Publication number
- CN209781872U CN209781872U CN201822266098.1U CN201822266098U CN209781872U CN 209781872 U CN209781872 U CN 209781872U CN 201822266098 U CN201822266098 U CN 201822266098U CN 209781872 U CN209781872 U CN 209781872U
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- Prior art keywords
- bearing base
- damping
- bolt
- base
- seismic support
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- Expired - Fee Related
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
the utility model discloses a single-tube longitudinal anti-seismic support, which comprises a first bearing base, wherein a second bearing base is arranged below the first bearing base, the first bearing base and the second bearing base are fixedly connected through bolts at two sides, bolt mounting holes corresponding to the bolts are formed in the first bearing base and the second bearing base, and a damping silica gel pad is bonded on the inner wall of the first bearing base by glue; the fixed base is arranged on the single-tube longitudinal anti-seismic support, the single-tube longitudinal anti-seismic support is more firm to fix on a building, metal welding glue is arranged on the upper surface of the fixed base, the fixed base is prevented from falling off from the building when a limiting bolt on the fixed base is not flexible, a damping spring is arranged on the fixed base, the damping effect of the single-tube longitudinal anti-seismic support is better, a damping silica gel pad is arranged on the single-tube longitudinal anti-seismic support, and the first bearing base and the second bearing base are prevented from producing damage to the fixed single tube.
Description
Technical Field
The utility model belongs to the technical field of the support, concretely relates to vertical antidetonation support of single tube.
Background
The term "support" is translated from english "Scaffold" and is also translated into "Scaffold", is a term in the building industry originally, specifically refers to the temporary support that is set up when building is built, and this kind of support can be removed along with building's building construction, but the application of support is extremely extensive now, can meet everywhere in the work life, like the tripod of camera, the heart support that medical field used etc..
However, the traditional single-tube longitudinal anti-seismic support is simple in structure, the connection strength of the single-tube longitudinal anti-seismic support is general, when the weight borne by the single-tube longitudinal anti-seismic support is too large, the limiting bolt on the single-tube longitudinal anti-seismic support easily falls off from a building, the single-tube longitudinal anti-seismic support cannot provide a good supporting effect for a single tube, potential safety hazards exist in the use of the single-tube longitudinal anti-seismic support, secondly, the traditional single-tube longitudinal anti-seismic support is lack of a corresponding damping structure, the damping effect of the single-tube longitudinal anti-seismic support is general, when the single-tube longitudinal anti-seismic support is longitudinally jolted, the single tube on the anti-seismic support cannot be kept in a good stable effect, and the use experience of a user on the single.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a single-tube longitudinal anti-seismic support, which solves the problems that the traditional single-tube longitudinal anti-seismic support proposed in the background art has the common connection strength due to the simple structure, when the single-pipe longitudinal anti-seismic support bears too much weight, the limiting bolt on the single-pipe longitudinal anti-seismic support is easy to fall off from a building, so that the single-pipe longitudinal anti-seismic support cannot provide good supporting effect for a single pipe, the use of the single-pipe longitudinal anti-seismic support has potential safety hazard, secondly, the traditional single-tube longitudinal anti-seismic support lacks a corresponding shock absorption structure, so that the shock absorption effect of the single-tube longitudinal anti-seismic support is general, when the single-tube longitudinal anti-seismic support is longitudinally jolted, the single-tube longitudinal anti-seismic support cannot enable a single tube on the anti-seismic support to keep a good stable effect, and the use experience of a user on the single-tube longitudinal anti-seismic support is influenced.
in order to achieve the above object, the utility model provides a following technical scheme: a single-pipe longitudinal anti-seismic support comprises a first bearing base, wherein a second bearing base is arranged below the first bearing base, the first bearing base and the second bearing base are fixedly connected through bolts on two sides, bolt mounting holes corresponding to the bolts are formed in the first bearing base and the second bearing base, a shock-absorbing silica gel pad is bonded on the inner wall of the first bearing base through glue, a connecting frame is welded on the upper surface of the first bearing base, an arc-shaped reinforcing plate is welded at the joint of the connecting frame and the first bearing base, a first connecting plate is arranged above the connecting frame, an adjustable supporting rod is arranged above the first connecting plate, an adjusting bolt is arranged on one side of the adjustable supporting rod, a fixed base is arranged at one end, far away from the connecting frame, of the first connecting plate, and is fixedly connected with the first connecting plate through the shock-absorbing bolt, the shock absorption bolt fixing device is characterized in that shock absorption bolt mounting holes corresponding to the shock absorption bolts are formed in the fixing base and the first connecting plate, shock absorption springs are arranged on the shock absorption bolts, metal welding glue is arranged on the upper surface of the fixing base, limiting bolts are arranged on the fixing base, and limiting bolt mounting holes corresponding to the limiting bolts are formed in the fixing base.
Preferably, the adjustable support rod is fixedly connected with the connecting frame through a damping bolt, damping bolt nuts corresponding to the damping bolt are welded at two ends of the adjustable support rod, and limiting bolt mounting holes corresponding to the damping bolt are formed in the connecting frame and the adjustable support rod.
preferably, the connecting frame is fixedly connected with the first bearing base in a welding mode, arc-shaped reinforcing plates are welded on two sides of the connecting frame, and arc-shaped grooves corresponding to the first bearing base are formed in the arc-shaped reinforcing plates.
Preferably, the number of the shock-absorbing silica gel pads is two, and the two shock-absorbing silica gel pads are respectively adhered to the inner walls of the first bearing base and the second bearing base by glue.
Preferably, the first load-bearing base and the second load-bearing base are identical in shape.
Preferably, the damping springs are provided in total in four, and the four damping springs are provided on the four damping bolts, respectively.
Compared with the prior art, the beneficial effects of the utility model are that:
1. The utility model discloses a single tube vertical anti-seismic support, including single tube vertical anti-seismic support, unable adjustment base has set up unable adjustment base on the single tube vertical anti-seismic support, unable adjustment base can provide good supporting effect for single tube vertical anti-seismic support, it is more firm to make single tube vertical anti-seismic support fix on the building, secondly, metal-to-metal welding glue has been set up at unable adjustment base's upper surface, metal-to-metal welding glue can play the fixed action to unable adjustment base, unable adjustment base drops from the building when preventing spacing bolt on the unable adjustment base from becoming flexible, thereby make single tube vertical anti-seismic support use more safety, in addition, damping spring has been set up on unable adjustment base, when single tube vertical anti-seismic support produces vertically jolting, damping spring can turn into self elastic potential energy with a part of the energy that the.
2. The damping silica gel pad is arranged on the single-tube longitudinal anti-seismic support, the damping silica gel pad can play a protection role on the single tubes fixed in the first bearing base and the second bearing base, the first bearing base and the second bearing base are prevented from damaging the fixed single tubes, in addition, the damping silica gel pad can also play a buffering role on the single tubes fixed in the first bearing base and the second bearing base, and the bumping of the single tubes in the first bearing base and the second bearing base is reduced.
Drawings
Fig. 1 is a schematic structural view of the present invention;
Fig. 2 is a corresponding oblique view of the fixing base of the present invention;
FIG. 3 is a perspective view of the corresponding arc-shaped reinforcing plate of the present invention;
Fig. 4 is a perspective view of the corresponding shock-absorbing silica gel pad of the present invention;
In the figure: 1-a first bearing base, 2-a shock absorption silica gel pad, 3-a connecting frame, 4-an adjustable supporting rod, 5-metal welding glue, 6-a limiting bolt, 7-a fixed base, 8-a shock absorption bolt, 9-a shock absorption spring, 10-an adjusting bolt, 11-a first connecting plate, 12-an arc-shaped reinforcing plate, 13-a bolt and 14-a second bearing base.
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. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: a single-pipe longitudinal anti-seismic support comprises a first bearing base 1, a second bearing base 14 is arranged below the first bearing base 1, the first bearing base 1 and the second bearing base 14 are fixedly connected through bolts 13 on two sides, bolt mounting holes corresponding to the bolts 13 are formed in the first bearing base 1 and the second bearing base 14, a shock-absorbing silica gel pad 2 is bonded on the inner wall of the first bearing base 1 through glue, a connecting frame 3 is welded on the upper surface of the first bearing base 1, an arc-shaped reinforcing plate 12 is welded at the joint of the connecting frame 3 and the first bearing base 1, a first connecting plate 11 is arranged above the connecting frame 3, an adjustable supporting rod 4 is arranged above the first connecting plate 11, an adjusting bolt 10 is arranged on one side of the adjustable supporting rod 4, a fixed base 7 is arranged at one end, far away from the connecting frame 3, of the first connecting plate 11, the fixed base 7 and the first connecting plate 11 are fixedly connected through the shock-absorbing bolt 8, the fixing base 7 and the first connecting plate 11 are provided with damping bolt mounting holes corresponding to the damping bolts 8, the damping bolts 8 are provided with damping springs 9, the upper surface of the fixing base 7 is provided with metal welding glue 5, the fixing base 7 is provided with limiting bolts 6, and the fixing base 7 is provided with limiting bolt mounting holes corresponding to the limiting bolts 6.
In order to make the connection between the adjustable support rod 4 and the connecting frame 3 more firm, in this embodiment, preferably, the adjustable support rod 4 and the connecting frame 3 are fixedly connected through a damping bolt 8, damping bolt nuts corresponding to the damping bolt 8 are welded at two ends of the adjustable support rod 4, and limiting bolt mounting holes corresponding to the damping bolt 8 are formed in the connecting frame 3 and the adjustable support rod 4.
In order to make the connection frame 3 and the first load-bearing base 1 more reliably connected, in this embodiment, preferably, the connection frame 3 and the first load-bearing base 1 are fixedly connected by a welding method, arc-shaped reinforcing plates 12 are welded on two sides of the connection frame 3, and arc-shaped grooves corresponding to the first load-bearing base 1 are formed in the arc-shaped reinforcing plates 12.
In order to make the shock absorption effect of the shock absorption silicone rubber pad 2 better, in the embodiment, preferably, the shock absorption silicone rubber pad 2 is provided with two in total, and the two shock absorption silicone rubber pads 2 are respectively adhered to the inner walls of the first bearing base 1 and the second bearing base 14 by glue.
In order to make the first load-bearing base 1 and the second load-bearing base 14 more beautiful when connected, in the present embodiment, preferably, the first load-bearing base 1 and the second load-bearing base 14 have the same shape.
In order to improve the damping effect of the damping springs 9, in the present embodiment, it is preferable that four damping springs 9 are provided in total, and the four damping springs 9 are respectively provided on the four damping bolts 8.
the utility model discloses a theory of operation and use flow: after the utility model is installed, the drilling machine is used for drilling the limiting bolt mounting hole corresponding to the limiting bolt 6 on the building, then the fixed base 7 is fixed on the building through the limiting bolt 6, the shock-absorbing silica gel pad 2 bonded on the first bearing base 1 and the second bearing base 14 can play a role of buffering when the first bearing base 1 and the second bearing base 14 generate vibration, thereby the anti-seismic effect of the single-tube longitudinal anti-seismic support is better;
Because unable adjustment base 7's both sides all are provided with limit bolt 6, therefore unable adjustment base 7 can make adjustable support rod 4 and first connecting plate 11 be connected with the building more firm, secondly, metal welding glue 5 on unable adjustment base 7 can be for unable adjustment base 7 provides the fixed action when limit bolt 6 on unable adjustment base 7 is not hard up, prevent unable adjustment base 7 from dropping from the building when limit bolt 6 is not hard up, thereby make single tube vertical antidetonation support safer when using, secondly, damping spring 9 that sets up on unable adjustment base 7 can turn into damping spring 9's elastic potential energy with the partly of the energy that unable adjustment base 7 produced when vertical motion, thereby make the better shock attenuation effect of single tube vertical support better antidetonation of elasticity potential energy of damping spring 9, thereby make single
although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a vertical antidetonation support of single tube, includes first bearing base (1), its characterized in that: a second bearing base (14) is arranged below the first bearing base (1), the first bearing base (1) and the second bearing base (14) are fixedly connected through bolts (13) on two sides, bolt mounting holes corresponding to the bolts (13) are formed in the first bearing base (1) and the second bearing base (14), a damping silica gel pad (2) is bonded on the inner wall of the first bearing base (1) through glue, a connecting frame (3) is welded on the upper surface of the first bearing base (1), an arc-shaped reinforcing plate (12) is welded at the joint of the connecting frame (3) and the first bearing base (1), a first connecting plate (11) is arranged above the connecting frame (3), an adjustable supporting rod (4) is arranged above the first connecting plate (11), and an adjusting bolt (10) is arranged on one side of the adjustable supporting rod (4), the one end of keeping away from link (3) on first connecting plate (11) is provided with unable adjustment base (7), unable adjustment base (7) and first connecting plate (11) are through shock attenuation bolt (8) fixed connection, set up the shock attenuation bolt mounting hole corresponding with shock attenuation bolt (8) on unable adjustment base (7) and first connecting plate (11), be provided with damping spring (9) on shock attenuation bolt (8), the upper surface of unable adjustment base (7) is provided with metal welding and glues (5), be provided with spacing bolt (6) on unable adjustment base (7), set up the spacing bolt mounting hole corresponding with spacing bolt (6) on unable adjustment base (7).
2. A mono-pipe longitudinal seismic support according to claim 1, wherein: the adjustable support rod (4) is fixedly connected with the connecting frame (3) through the damping bolt (8), damping bolt nuts corresponding to the damping bolt (8) are welded at the two ends of the adjustable support rod (4), and limiting bolt mounting holes corresponding to the damping bolt (8) are formed in the connecting frame (3) and the adjustable support rod (4).
3. A mono-pipe longitudinal seismic support according to claim 1, wherein: the connecting frame (3) is fixedly connected with the first bearing base (1) in a welding mode, arc-shaped reinforcing plates (12) are welded on two sides of the connecting frame (3), and arc-shaped grooves corresponding to the first bearing base (1) are formed in the arc-shaped reinforcing plates (12).
4. A mono-pipe longitudinal seismic support according to claim 1, wherein: the damping silica gel pads (2) are totally provided with two, and the two damping silica gel pads (2) are respectively bonded on the inner walls of the first bearing base (1) and the second bearing base (14) by glue.
5. A mono-pipe longitudinal seismic support according to claim 1, wherein: the first bearing base (1) and the second bearing base (14) are the same in shape.
6. A mono-pipe longitudinal seismic support according to claim 1, wherein: the damping springs (9) are totally four, and the four damping springs (9) are respectively arranged on the four damping bolts (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822266098.1U CN209781872U (en) | 2018-12-31 | 2018-12-31 | Single-tube longitudinal anti-seismic support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822266098.1U CN209781872U (en) | 2018-12-31 | 2018-12-31 | Single-tube longitudinal anti-seismic support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209781872U true CN209781872U (en) | 2019-12-13 |
Family
ID=68791633
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822266098.1U Expired - Fee Related CN209781872U (en) | 2018-12-31 | 2018-12-31 | Single-tube longitudinal anti-seismic support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209781872U (en) |
-
2018
- 2018-12-31 CN CN201822266098.1U patent/CN209781872U/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 |
Granted publication date: 20191213 Termination date: 20211231 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |