CN107435679A - A kind of para-seismic support screw rod reinforcer - Google Patents
A kind of para-seismic support screw rod reinforcer Download PDFInfo
- Publication number
- CN107435679A CN107435679A CN201710657956.2A CN201710657956A CN107435679A CN 107435679 A CN107435679 A CN 107435679A CN 201710657956 A CN201710657956 A CN 201710657956A CN 107435679 A CN107435679 A CN 107435679A
- Authority
- CN
- China
- Prior art keywords
- channel
- section steel
- screw rod
- bolt
- section
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 84
- 239000010959 steel Substances 0.000 claims abstract description 84
- 238000005452 bending Methods 0.000 claims abstract description 17
- 238000009434 installation Methods 0.000 description 4
- 238000013016 damping Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 239000011324 bead Substances 0.000 description 1
- 238000002788 crimping Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B43/00—Washers or equivalent devices; Other devices for supporting bolt-heads or nuts
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B1/00—Devices for securing together, or preventing relative movement between, constructional elements or machine parts
- F16B1/02—Means for securing elements of mechanisms after operation
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention provides a kind of para-seismic support screw rod reinforcer, including channel-section steel, bolt torsion position, screw rod contact site and the tight lock section position of channel-section steel；Channel-section steel is c-type, and one end that two side is located at channel-section steel opening bends inwards to form bending part；The tight lock section position of channel-section steel is arranged in channel-section steel, and top pressure is distinguished in bending part in both sides；Screw rod contact site is arranged in channel-section steel, including top plate and biside plate；The end face of biside plate abuts with the edge of a wing of channel-section steel, the web connection of bottom surface and channel-section steel；Bolt torsion position includes integrally formed bolt and abutting part, and abutting portion is threadedly coupled in the screw rod end of bolt, bolt with screwed hole, and bolt end abuts top plate, and top plate is provided with through hole, and abutting part abuts through through hole with screw rod.This programme can reach good anti seismic efficiency.
Description
Technical field
The present invention relates to para-seismic support technical field, more particularly to a kind of para-seismic support screw rod reinforcer.
Background technology
At present, countries in the world building electromechanical equipment support is resistance eaerthquake damage, main to hang screw rod mainly using opening angle
Channel nut, puller bolt is stayed in screw top by channel nut and an entirety is formed on the inside of channel-section steel.When earthquake occurs,
Master may occur bending and deformation after hanging screw rod stress, be delivered to through puller bolt by driving the briquetting of oblique through hole thread in channel-section steel
On crimping, improve antidetonation and support product master to hang shock absorbing and the damping effect of screw rod, prevent supported electromechanical equipment comes off from causing
Secondary damage.
However, the reinforcer in-site installation of the above-mentioned channel nut for opening angle is cumbersome, reason be it is main hang screw rod with
Simply on channel-section steel madial wall angle, other end no-fix, master hangs screw rod and is only fixed on channel-section steel inner bead side, stress for channel-section steel positioning
Can not be balanced, contact area is smaller between secondly puller bolt and master hang screw rod, causes installation fixation to open oblique through hole thread
Top pressure bolt on briquetting pushes up often hangs screw rod less than master, though on installation top, in the area that the temperature difference is larger, the Yi Fashengyin temperature difference
Deform and come off, when actually encountering macroseism, master, which hangs screw rod stress, to be delivered to channel-section steel by the briquetting of opened hole thread
Both sides steel wall, lose the effect of damping and shock absorbing.
The content of the invention
In view of this, the technical problem to be solved in the present invention is to provide a kind of para-seismic support screw rod reinforcer, Neng Gouda
To good anti seismic efficiency.
The technical proposal of the invention is realized in this way：
A kind of para-seismic support screw rod reinforcer, including channel-section steel and system of putting more energy into, the system of putting more energy into include bolt torsion
Position, screw rod contact site and the tight lock section position of channel-section steel；
The channel-section steel is c-type, and one end that two side is located at channel-section steel opening bends inwards to form bending part；
The tight lock section position of channel-section steel is arranged in the channel-section steel, and both sides difference top pressure is tight in the bending part, the channel-section steel
Lock section position is provided with the screwed hole coordinated with the bolt torsion position；
The screw rod contact site is arranged in the channel-section steel, including is connected to the top plate at the bolt torsion position and is divided
Wei Yu not the biside plate that is formed towards the web direction bending close to the channel-section steel of the top plate both sides；The end face of the biside plate
Abutted with the edge of a wing of the channel-section steel, bottom surface is connected with the web of the channel-section steel；
The bolt torsion position includes integrally formed bolt and abutting part, and the abutting portion is in the end of the bolt
Portion, the bolt are threadedly coupled with the screwed hole, and bolt end abuts the top plate, and the top plate is provided with through hole, described
Abutting part abuts through the through hole with screw rod.
Preferably, the distance between described biside plate is directed away from the side of the bolt by the side of the close bolt
Gradually increase.
Preferably, the angle between the biside plate is 40-140 °.
Preferably, the tight lock section position of the channel-section steel is respectively arranged with a groove, institute close to the surface both sides of the channel-section steel opening
The end for stating bending part is plugged in two grooves respectively.
Para-seismic support screw rod reinforcer proposed by the present invention, screw rod can be contacted by screwing bolts torsion position
Position is pressed on channel-section steel, and the side plate of screw rod contact site props up the both sides of screw rod, and the abutting part at bolt torsion position is by screw rod
It is against on channel-section steel, the seismic force received so as to screw rod can be for delivery on channel-section steel, reaching good anti seismic efficiency.
Brief description of the drawings
Fig. 1 is the upward view for the para-seismic support screw rod reinforcer that the embodiment of the present invention proposes；
Fig. 2 is the structural representation for the system of putting more energy into that the embodiment of the present invention proposes；
Fig. 3 is the front view at the bolt torsion position that the embodiment of the present invention proposes；
Fig. 4 is the top view for the screw rod contact site that the embodiment of the present invention proposes；
Fig. 5 is the cross sectional view for the screw rod contact site that the embodiment of the present invention proposes；
Fig. 6 is the top view for the tight lock section position of channel-section steel that the embodiment of the present invention proposes；
Fig. 7 is the cross sectional view for the tight lock section position of channel-section steel that the embodiment of the present invention proposes.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not made
Embodiment, belong to the scope of protection of the invention.
As shown in figs. 1-7, the embodiment of the present invention proposes a kind of para-seismic support screw rod reinforcer, including channel-section steel 1 and plus
Strength system 2, system of putting more energy into 2 include bolt torsion position 201, screw rod contact site 202 and the tight lock section position 203 of channel-section steel；
Channel-section steel 1 is c-type, and one end that two side is located at channel-section steel opening bends inwards to form bending part 101；
The tight lock section position 203 of channel-section steel is arranged in channel-section steel 1, and top pressure is distinguished in bending part 101, the tight lock section position 203 of channel-section steel in both sides
It is provided with the screwed hole 2031 coordinated with bolt torsion position 201；
Screw rod contact site 202 is arranged in channel-section steel 1, including is connected to the top plate 2021 at bolt torsion position 201 and is divided
Wei Yu not the biside plate 2022 that is formed towards the direction bending of web 102 close to channel-section steel 1 of the both sides of top plate 2021；Biside plate 2022
End face is abutted with the edge of a wing 103 of channel-section steel 1, and bottom surface is connected with the web 102 of channel-section steel 1；
Bolt torsion position 201 includes integrally formed bolt 2011 and abutting part 2012, and abutting part 2012 is located at bolt
2011 screw rod end, bolt 2011 are threadedly coupled with screwed hole, and the end abutment top plate 2021 of bolt 2011, top plate 2021 is set
There is through hole, abutting part 2012 abuts through through hole with screw rod 3.
It can be seen that the embodiment of the present invention propose para-seismic support screw rod reinforcer, can by screwing bolts torsion position,
Screw rod contact site is pressed on channel-section steel, the side plate of screw rod contact site props up the both sides of screw rod, and bolt torsion position is supported
Screw rod is against on channel-section steel by socket part, and the seismic force received so as to screw rod can be for delivery on channel-section steel, reaching good anti seismic efficiency.
In a preferred embodiment of the invention, the distance between biside plate is directed away from spiral shell by the side close to bolt
The side of bolt gradually increases, and the angle between biside plate is 40-140 °.
The distance between above-mentioned biside plate is from top to bottom (side i.e. by being directed away from bolt close to the side of bolt)
Gradually increase, that is to say, that the opening of the web side towards channel-section steel of biside plate is larger, when mounted, can facilitate screw rod
It is positioned between biside plate；Angle between biside plate can be arranged in the range of 40-140 °, and the size of the angle can
To be selected according to the diameter of screw rod, as long as can ensure that screw rod is between biside plate and the web of channel-section steel, screw rod bottom
Portion contacts with channel-section steel web, top both sides then contact with biside plate respectively.
In a preferred embodiment of the invention, the tight lock section position of channel-section steel is set respectively close to the surface both sides of channel-section steel opening
There is a groove, the end of bending part is plugged in two grooves respectively.
In order to further increase the intensity of connection, the upper surface of the tight lock section position of channel-section steel (i.e. close to the surface of channel-section steel opening)
Both sides are respectively arranged with a groove, and behind screwing bolts torsion position, the end of two bending parts is inserted respectively into two grooves, is made
It is bolt strained to be effectively delivered on channel-section steel, strengthen anti-seismic performance.In order to prevent width of the tight lock section position of channel-section steel along channel-section steel
Direction activity, above-mentioned inside grooves are provided with ribs, are offered on bending part and multiple along its length and supply ribs
The teeth groove of insertion.
In embodiments of the present invention, the plan view shape at threaded bolt contacts position can be parallelogram, and ramp-like setting is easy to
Installation.
Then the shake support screw reinforcer that the embodiment of the present invention proposes will in use, screw rod is put into C-shaped channel steel
Screw rod contact site is arranged on screw rod, and the groove of the tight lock section position of channel-section steel with bolt torsion position is connected to the folding of channel-section steel
Turn of bilge, screwing bolts torsion position, the abutting part at bolt torsion position is passed through the through hole of top plate, screw rod is pressed on channel-section steel
On web, now the bolt end at bolt torsion position is pressed on top plate, and the end face of biside plate abuts with the edge of a wing of channel-section steel, bottom
Face abuts with the web of channel-section steel；When earthquake produces, the end face of biside plate abuts with the edge of a wing of channel-section steel, so that will not be wide along channel-section steel
Degree direction is rocked, and bottom surface abuts with the web of channel-section steel, so as to produce frictional force, will not be rocked along channel-section steel length direction, abutting part
It is pressed on screw rod, biside plate is pressed on the both sides of screw rod, so as to prevent screw rod from rocking, reaches good anti seismic efficiency.
In summary, the embodiment of the present invention can at least realize following effect：
In embodiments of the present invention, screw rod contact site can be pressed on channel-section steel by screwing bolts torsion position,
The side plate of screw rod contact site props up the both sides of screw rod, and screw rod is against on channel-section steel by the abutting part at bolt torsion position, so as to spiral shell
The seismic force that bar is received can be for delivery on channel-section steel, reaching good anti seismic efficiency.
It is last it should be noted that：Presently preferred embodiments of the present invention is the foregoing is only, is merely to illustrate the skill of the present invention
Art scheme, is not intended to limit the scope of the present invention.Any modification for being made within the spirit and principles of the invention,
Equivalent substitution, improvement etc., are all contained in protection scope of the present invention.
Claims (4)
1. a kind of para-seismic support screw rod reinforcer, it is characterised in that including channel-section steel and system of putting more energy into, the system of putting more energy into includes
Bolt torsion position, screw rod contact site and the tight lock section position of channel-section steel；
The channel-section steel is c-type, and one end that two side is located at channel-section steel opening bends inwards to form bending part；
The tight lock section position of channel-section steel is arranged in the channel-section steel, and top pressure is distinguished in the bending part, the tight lock section of channel-section steel in both sides
Position is provided with the screwed hole coordinated with the bolt torsion position；
The screw rod contact site is arranged in the channel-section steel, including is connected to top plate and the difference position at the bolt torsion position
The biside plate formed in the top plate both sides towards the web direction bending close to the channel-section steel；The end face of the biside plate and institute
The edge of a wing for stating channel-section steel is abutted, and bottom surface is connected with the web of the channel-section steel；
The bolt torsion position includes integrally formed bolt and abutting part, the abutting portion in the end of the bolt,
The bolt is threadedly coupled with the screwed hole, and bolt end abuts the top plate, and the top plate is provided with through hole, the abutting
Portion abuts through the through hole with screw rod.
2. para-seismic support screw rod reinforcer as claimed in claim 1, it is characterised in that the distance between described biside plate by
The side that the bolt is directed away from close to the side of the bolt gradually increases.
3. para-seismic support screw rod reinforcer as claimed in claim 1, it is characterised in that the angle between the biside plate is
40-140°。
4. the para-seismic support screw rod reinforcer as described in claim 1-3 is any, it is characterised in that the tight lock section position of channel-section steel
A groove is respectively arranged with close to the surface both sides of the channel-section steel opening, the end of the bending part is plugged in two grooves respectively
In.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710657956.2A CN107435679A (en) | 2017-08-03 | 2017-08-03 | A kind of para-seismic support screw rod reinforcer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710657956.2A CN107435679A (en) | 2017-08-03 | 2017-08-03 | A kind of para-seismic support screw rod reinforcer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107435679A true CN107435679A (en) | 2017-12-05 |
Family
ID=60460438
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710657956.2A Pending CN107435679A (en) | 2017-08-03 | 2017-08-03 | A kind of para-seismic support screw rod reinforcer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107435679A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111140533A (en) * | 2019-11-29 | 2020-05-12 | 中国石油化工股份有限公司 | Centrifugal pump |
| CN112664518A (en) * | 2020-12-31 | 2021-04-16 | 广东八容建材有限公司 | Electromechanical anti-seismic bracket channel steel fixing piece |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1090022A (en) * | 1993-01-03 | 1994-07-27 | 李琳 | A kind of high-efficient anti-vibration fastening screw and locking method |
| KR20090078498A (en) * | 2008-01-15 | 2009-07-20 | 노형준 | One touch type tube clamp |
| KR200454530Y1 (en) * | 2008-09-26 | 2011-07-08 | 김영수 | clamp |
| CN202689190U (en) * | 2012-06-28 | 2013-01-23 | 杭州爱龙金属制品有限公司 | Support for wood-structure anti-seismic house |
| CN203223711U (en) * | 2013-04-17 | 2013-10-02 | 麦海东 | Main hanging threaded rod steel channel earthquake absorber of earthquake resistant support |
| CN203686487U (en) * | 2014-01-01 | 2014-07-02 | 谢家明 | Reinforcing device of main hanging threaded rod of anti-seismic support |
| CN205190454U (en) * | 2015-11-23 | 2016-04-27 | 深圳市置华机电设备有限公司 | An antidetonation gallows and supporting component thereof |
| CN205896403U (en) * | 2016-07-20 | 2017-01-18 | 北京雅仕格机电科技有限公司 | Antidetonation gallows device of putting more energy into |
-
2017
- 2017-08-03 CN CN201710657956.2A patent/CN107435679A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1090022A (en) * | 1993-01-03 | 1994-07-27 | 李琳 | A kind of high-efficient anti-vibration fastening screw and locking method |
| KR20090078498A (en) * | 2008-01-15 | 2009-07-20 | 노형준 | One touch type tube clamp |
| KR200454530Y1 (en) * | 2008-09-26 | 2011-07-08 | 김영수 | clamp |
| CN202689190U (en) * | 2012-06-28 | 2013-01-23 | 杭州爱龙金属制品有限公司 | Support for wood-structure anti-seismic house |
| CN203223711U (en) * | 2013-04-17 | 2013-10-02 | 麦海东 | Main hanging threaded rod steel channel earthquake absorber of earthquake resistant support |
| CN203686487U (en) * | 2014-01-01 | 2014-07-02 | 谢家明 | Reinforcing device of main hanging threaded rod of anti-seismic support |
| CN205190454U (en) * | 2015-11-23 | 2016-04-27 | 深圳市置华机电设备有限公司 | An antidetonation gallows and supporting component thereof |
| CN205896403U (en) * | 2016-07-20 | 2017-01-18 | 北京雅仕格机电科技有限公司 | Antidetonation gallows device of putting more energy into |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111140533A (en) * | 2019-11-29 | 2020-05-12 | 中国石油化工股份有限公司 | Centrifugal pump |
| CN112664518A (en) * | 2020-12-31 | 2021-04-16 | 广东八容建材有限公司 | Electromechanical anti-seismic bracket channel steel fixing piece |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171205 |