CN208750160U - A kind of para-seismic support C-type steel Two bors d's oeuveres connector - Google Patents
A kind of para-seismic support C-type steel Two bors d's oeuveres connector Download PDFInfo
- Publication number
- CN208750160U CN208750160U CN201821289699.8U CN201821289699U CN208750160U CN 208750160 U CN208750160 U CN 208750160U CN 201821289699 U CN201821289699 U CN 201821289699U CN 208750160 U CN208750160 U CN 208750160U
- Authority
- CN
- China
- Prior art keywords
- type steel
- oeuveres
- bors
- para
- seismic support
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Abstract
The utility model discloses a kind of para-seismic support C-type steel Two bors d's oeuveres connectors, include the connector bottom plate and fastener of boss, which connects two C-type steels placed back-to-back by passing through the boss of C-type steel dorsal pore.The para-seismic support C-type steel Two bors d's oeuveres connector of the utility model makes it be assembled into Two bors d's oeuveres C-type steel in the mechanical interlocking that C-type steel can be realized in engineering site, without welding, saves the set-up time, and performance is stablized, and safety coefficient is high, easy to connect.
Description
Technical field
The utility model relates to seismic resistance fields more particularly to a kind of building electromechanical engineering para-seismic support C-type steel Two bors d's oeuveres to connect
Fitting.
Background technique
Currently, destroying in order to be effective against earthquake bring, building electromechanical engineering pipeline need to be used with equipment by adding
Gu the antidetonation suspension and support of sunpender, lateral seismic support, longitudinal seismic support, antidetonation connector composition, by the way that oblique antidetonation is arranged
The horizontal seismic force that coming earthquake opportunity electric pipe system is born is transmitted on structural body, effectively improves by the mode of support
The shock absorbing of suspension and support and damping effect, prevent electromechanical equipment from falling off and causing secondary disaster.
In above-mentioned antidetonation hanger system, C-type steel is main bearing member, according to different load requirements, need to be selected not
With the C-type steel of sectional dimension, regular size includes 41 fashioned iron 101 (sectional dimension 41mm*41mm), 52 fashioned iron, 102 (sectional dimension
41mm*52mm), 72 fashioned iron 103 (sectional dimension 41mm*72mm) and corresponding Two bors d's oeuveres C-type steel, wherein Two bors d's oeuveres C-type steel is above-mentioned
The back-to-back spot welding of fashioned iron forms, to bear higher load, as shown in Figure 1,41 Two bors d's oeuveres 104 are that two 41 fashioned iron lean against backing run
It connects, 52-72 Two bors d's oeuveres 105 is that 52 fashioned iron weld back-to-back with 72 fashioned iron.Existing Two bors d's oeuveres fashioned iron is all preparatory welding production, at the scene
Such as need interim in use, factory is needed to remake because engineering changes in work progress, it is extremely inconvenient.
A kind of para-seismic support C-type steel Two bors d's oeuveres connector is not yet disclosed in the prior art, which passes through mechanical connection side
Formula C-type steel is connected into back-to-back Two bors d's oeuveres C-type steel and it is functional, safety coefficient is high, easy for installation, simple and fast etc..
Utility model content
In view of the deficiencies of the prior art, the purpose of this utility model is to provide a kind of connections of para-seismic support C-type steel Two bors d's oeuveres
Part, can be by mechanical connection manner, and C-type steel is connected into Two bors d's oeuveres C-type steel and functional, safety coefficient by scene back-to-back
It is high, easy for installation, simple and fast.
To achieve the goals above, the utility model uses following technical scheme:
A kind of para-seismic support C-type steel Two bors d's oeuveres connector includes connector bottom plate and fastener containing boss, the fastening
Part connects two C-type steels placed back-to-back by passing through the boss of C-type steel dorsal pore.
Preferably, the height of the boss is slightly less than the overall thickness of the backboard of two C-type steels.
Further, boss is round boss.
Further, threaded hole is contained in round boss, is provided on the fastener suitable with the threaded hole
External screw thread.
Further, round boss is 2 and is located at the both ends of connector bottom plate.
Further, fastener is the high-strength bolt with flange.
Further, the threaded hole of high-strength bolt and round boss cooperates.
Further, the threaded hole of round boss matches with C-type steel dorsal pore.
Further, round boss distance of center circle is equal with C-type steel dorsal pore distance of center circle.
Further, the height of boss is less than the sum of the thickness of two C-type steels to be connected.
Compared with prior art, the para-seismic support C-type steel Two bors d's oeuveres connector of the utility model is imitated with following Advantageous
Fruit:
So that it is assembled into Two bors d's oeuveres C-type steel in the mechanical interlocking that C-type steel can be realized in engineering site, without welding, saves
Set-up time, performance are stablized, and safety coefficient is high, easy to connect.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the various C-type steels and its splicing schematic diagram of the prior art；
Fig. 2 is the schematic diagram of the para-seismic support C-type steel Two bors d's oeuveres connector of the utility model；
Fig. 3 is the para-seismic support C-type steel Two bors d's oeuveres connector of the utility model and the connection schematic diagram of C-type steel.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below with reference to embodiment and attached
Figure, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only to explain this
Utility model is not used to limit the utility model.
Based on above-mentioned purpose, the first aspect of the utility model embodiment proposes a kind of para-seismic support C-type steel Two bors d's oeuveres
One embodiment of connector.Fig. 2 shows the schematic diagrames of para-seismic support C-type steel Two bors d's oeuveres connector provided by the utility model.
A kind of para-seismic support C-type steel Two bors d's oeuveres connector should including connector bottom plate 204 and fastener containing boss
Fastener connects two C-type steels 205 placed back-to-back by passing through the boss of C-type steel dorsal pore 206.As shown in Fig. 2, C-type steel
Dorsal pore 206 be both sides be respectively be a rectangular through-hole among a semicircle.Structure is as shown in Figure 3 after connection.
In a preferred embodiment, boss is round boss 203.
In a preferred embodiment, threaded hole 201 is contained in round boss 203.
In a preferred embodiment, round boss 203 is 2 and is located at the both ends of connector bottom plate 204.
In a preferred embodiment, fastener is the high-strength bolt 207 with flange 202.It is known that high-intensitive spiral shell
Bolt is the bolt manufactured with high-strength material, and performance rate is widely used in bridge, rail, high pressure etc. and sets at 8.8 grades or more
Standby connection.
In a preferred embodiment, the threaded hole 201 of high-strength bolt 207 and round boss 203 cooperates.Namely
It says, the threaded hole 201 of high-strength bolt 207 and round boss 203 can be mutually matched use.
In a preferred embodiment, the threaded hole 201 of round boss 203 matches with C-type steel dorsal pore 206.Namely
It says, the threaded hole 201 of round boss 203 is adapted to C-type steel dorsal pore 206, and the excessive high-strength bolt that will lead to can not pass through, too small
Due effect is not had again.
In a preferred embodiment, 203 distance of center circle of round boss is equal with 206 distance of center circle of C-type steel dorsal pore.Wherein, circle
203 distance of center circle of shape boss is the distance between the center of circle of threaded hole in two round boss 203 on connector bottom plate 204.C
206 distance of center circle of fashioned iron dorsal pore is the distance between the center of circle of two neighbouring semicircles of two neighboring C-type steel dorsal pore 206.It is round convex
203 distance of center circle of platform and 206 distance of center circle of C-type steel dorsal pore are just equal, just can guarantee that connection is gone on smoothly.
In a preferred embodiment, the height of boss is less than the sum of the thickness of two C-type steels 205 to be connected.If
The height of boss is greater than the sum of the thickness of two C-type steels 205 to be connected, then when high-strength bolt 207 screws in threaded hole 201
When cannot achieve flange clamp C-type steel 205, and then also just cannot achieve connector bottom plate clamp C-type steel 205, to make two
The Two bors d's oeuveres of a C-type steel 205 fails.
The utility model additionally provides a kind of method for installing para-seismic support C-type steel Two bors d's oeuveres connector, comprising the following steps:
1) two C-type steels 205 to be connected are aligned back-to-back；
2) connector bottom plate 204 is placed into appropriate location penetrates boss in the dorsal pore 206 of C-type steel 205；
3) high-strength bolt 207 with flange is screwed in the threaded hole 201 of boss and is locked；
4) it clamps to clamp two C-type steels 205 together by flange 202 and connector bottom plate 204 and realizes Two bors d's oeuveres.
It is important to note that each implementation of a kind of above-mentioned method for installing para-seismic support C-type steel Two bors d's oeuveres connector
Example in each step can intersect, replace, increase, delete, therefore, these reasonable permutation and combination transformation in one
The method for planting installation para-seismic support C-type steel Two bors d's oeuveres connector should also be as belonging to the protection scope of the utility model, and should not incite somebody to action
The protection scope of the utility model is confined on the embodiment.
From above-described embodiment as can be seen that a kind of para-seismic support C-type steel Two bors d's oeuveres connection provided by the embodiment of the utility model
Part and its installation method can be such that it is assembled into double by mechanical connection manner in the mechanical interlocking of engineering site realization C-type steel
C-type steel is spelled to be adapted to various uses, and the process without welding, save set-up time, performance be stable, safety coefficient height with
And it is easy to connect.
The above-mentioned embodiments merely express the embodiments of the present invention, and the description thereof is more specific and detailed, but simultaneously
Therefore it cannot be interpreted as that a limitation on the scope of the patent of the present invention.It should be pointed out that for the ordinary skill of this field
For personnel, without departing from the concept of the premise utility, various modifications and improvements can be made, these belong to this
The protection scope of utility model.
Claims (9)
1. a kind of para-seismic support C-type steel Two bors d's oeuveres connector, which is characterized in that including the connector bottom plate containing boss and fastening
Part, the fastener connect two C-type steels placed back-to-back by passing through the boss of C-type steel dorsal pore.
2. para-seismic support C-type steel Two bors d's oeuveres connector according to claim 1, which is characterized in that the boss is round convex
Platform.
3. para-seismic support C-type steel Two bors d's oeuveres connector according to claim 2, which is characterized in that the round boss includes
There is threaded hole.
4. para-seismic support C-type steel Two bors d's oeuveres connector according to claim 2 or 3, which is characterized in that the round boss is
2 and it is located at the both ends of the connector bottom plate.
5. para-seismic support C-type steel Two bors d's oeuveres connector according to claim 4, which is characterized in that the fastener is to have
The high-strength bolt of flange.
6. para-seismic support C-type steel Two bors d's oeuveres connector according to claim 5, which is characterized in that the high-strength bolt with
The threaded hole of the round boss cooperates.
7. para-seismic support C-type steel Two bors d's oeuveres connector according to claim 4, which is characterized in that the threaded hole of round boss
Match with the C-type steel dorsal pore.
8. para-seismic support C-type steel Two bors d's oeuveres connector according to claim 7, which is characterized in that the round boss center of circle
Away from equal with the C-type steel dorsal pore distance of center circle.
9. para-seismic support C-type steel Two bors d's oeuveres connector according to claim 1, which is characterized in that the height of the boss is small
In the sum of the thickness of two C-type steels to be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821289699.8U CN208750160U (en) | 2018-08-10 | 2018-08-10 | A kind of para-seismic support C-type steel Two bors d's oeuveres connector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821289699.8U CN208750160U (en) | 2018-08-10 | 2018-08-10 | A kind of para-seismic support C-type steel Two bors d's oeuveres connector |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208750160U true CN208750160U (en) | 2019-04-16 |
Family
ID=66079794
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821289699.8U Expired - Fee Related CN208750160U (en) | 2018-08-10 | 2018-08-10 | A kind of para-seismic support C-type steel Two bors d's oeuveres connector |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208750160U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112681608A (en) * | 2020-12-22 | 2021-04-20 | 赵组永 | Cold-formed thin-wall hollow I-shaped steel |
-
2018
- 2018-08-10 CN CN201821289699.8U patent/CN208750160U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112681608A (en) * | 2020-12-22 | 2021-04-20 | 赵组永 | Cold-formed thin-wall hollow I-shaped steel |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203684455U (en) | Anti-seismic shear wall | |
| CN204728529U (en) | A kind of fabricated shear wall | |
| CN208750160U (en) | A kind of para-seismic support C-type steel Two bors d's oeuveres connector | |
| CN211423687U (en) | Air pipe single-side double-longitudinal anti-seismic support | |
| CN209854918U (en) | Steel member connecting piece | |
| CN104234207A (en) | Adjustable aluminum alloy space structure two-way plate rib node | |
| CN208831890U (en) | A kind of high-strength anti-seismic suspension and support | |
| CN105952057B (en) | A kind of method of light gauge cold-formed steel shape steel construction interpolation connection board component combination beam post framework | |
| CN219298511U (en) | Bolted connection is from energy consumption node that resets | |
| CN209538041U (en) | Support system and its steel corbel component | |
| CN208935767U (en) | High strength alumin ium alloy suspension and support antidetonation diagonal brace connection component | |
| CN210685042U (en) | Three-dimensional shock insulation/vibration isolation device with limiting function | |
| CN207049449U (en) | A kind of antidetonation vibration isolation support | |
| CN210007291U (en) | special cable anti-seismic support for pipe gallery | |
| CN209754566U (en) | Box steel fastening device with axial clamping function | |
| CN206844344U (en) | A kind of anti-vibration house steel attachment structure | |
| CN203878779U (en) | Rectangular concrete-filled steel tube column and I-steel beam rebar penetrating type joint | |
| CN210262685U (en) | Tensile friction pendulum subtracts isolation ball-type support | |
| CN209818911U (en) | But height-adjusting's antidetonation gallows | |
| CN206360081U (en) | A kind of steel construction with anti-seismic performance | |
| CN208309827U (en) | One plants case room pillar connecting angle pieces | |
| CN209569410U (en) | A kind of para-seismic support diagonal supporting member suitable for small space | |
| CN207063676U (en) | Swing suspension column | |
| CN207131973U (en) | Reinforced antidetonation connecting seat | |
| CN202090669U (en) | Power transmission steel pipe tower and cross arm connection joint thereof |
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: 20190416 |