CN203223718U - Anti-seismic support for building internal electromechanical device - Google Patents
Anti-seismic support for building internal electromechanical device Download PDFInfo
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- CN203223718U CN203223718U CN 201320214831 CN201320214831U CN203223718U CN 203223718 U CN203223718 U CN 203223718U CN 201320214831 CN201320214831 CN 201320214831 CN 201320214831 U CN201320214831 U CN 201320214831U CN 203223718 U CN203223718 U CN 203223718U
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- section steel
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 61
- 239000010959 steel Substances 0.000 claims abstract description 61
- 230000035939 shock Effects 0.000 claims abstract description 23
- 238000012856 packing Methods 0.000 claims description 16
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims description 14
- 229910052802 copper Inorganic materials 0.000 claims description 14
- 239000010949 copper Substances 0.000 claims description 14
- 241001133184 Colletotrichum agaves Species 0.000 claims description 12
- 230000001681 protective effect Effects 0.000 claims description 12
- 239000006096 absorbing agent Substances 0.000 claims description 9
- 239000012634 fragment Substances 0.000 claims description 6
- 238000010521 absorption reaction Methods 0.000 abstract 5
- 230000000694 effects Effects 0.000 description 6
- 238000013016 damping Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000002788 crimping Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
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Abstract
The utility model discloses an anti-seismic support for a building internal electromechanical device. The electromechanical device hung by a main hanging screw of the anti-seismic support of the building electromechanical device is made to be capable of resisting earthquakes and absorbing shock through reinforced supporting of a longitudinal cable-stayed C type steel channel of a shock absorption connecting seat and a transverse cable-stayed C type steel channel of the shock absorption connecting seat, then, shock absorption is achieved through tearing of the steel walls of the front end and the rear end of the longitudinal cable-stayed C type steel channel of the shock absorption connecting seat and through tearing of the steel walls of the front end and the rear end of the transverse cable-stayed C type steel channel of the shock absorption connecting seat, meanwhile, the longitudinal cable-stayed C type steel channel and the transverse cable-stayed C type steel channel enhance the horizontal plane stability of a hung object, therefore, the main hung electromechanical device is prevented from dropping and thus prevented from damage, and the occurrence of seismic secondary disasters in a building can be effectively prevented. The anti-seismic support for the building internal electromechanical device is simple to install and good in use stability, and can effectively play a role in earthquake resistance under various conditions that strong shock exists and temperature differences are large.
Description
Technical field
The utility model relates to the para-seismic support of a kind of building interior electromechanical equipment of building interior electromechanical equipment arrangement.
Background technique
Countries in the world building interior electromechanical equipment is the opposing eaerthquake damage at present, the para-seismic support of settling all be to adopt by vertically tiltedly the drawing C type channel-section steel and laterally tiltedly draw the reinforcement of C type channel-section steel to support of shock absorbing connecting base, making the master of the para-seismic support of building electromechanical equipment hang the electromechanical equipment (as supply pipe, fire hose reel, air channel and bridge formation etc.) that screw rod suspends in midair can the antidetonation shock absorbing.Running under the situation of earthquake, the master who at first is para-seismic support hangs the shock absorbing connecting base earthquake-damping of installing on the screw rod, next is vertically tiltedly drawing C type channel-section steel and laterally tiltedly drawing the front end and back end steel wall of C type channel-section steel to tear damping shock-absorbing by the shock absorbing connecting base, vertically tiltedly draw C type channel-section steel simultaneously and laterally tiltedly draw C type channel-section steel to strengthen the horizontal plane stability that is suspended thing, thereby avoid institute's main loop wheel machine electricity equipment to come off and damage, can effectively prevent the generation (as fire and gas leakage etc.) of the seismic secondary disaster in the building like this, avoid causing casualties or property loss in the building, the personal security that prolongs in the building is fled from the building time.
But the shock absorbing connecting base Placement of traditional para-seismic support is single, and complex structure connects simultaneously if desired and vertically tiltedly draws C type channel-section steel and laterally tiltedly draw the reinforcement of C type channel-section steel to support, and just needs two, and it is cumbersome that the scene is installed.Simultaneously, main hang screw rod and floor fixedly chemical bolt or EXPANSION ANCHOR BOLTS to be connected tradition be to lean on the hexagonal long nut to stubborn dieback connection, because of install the back time permanent after, in the bigger area of the temperature difference, temperature difference secular distortion when easily taking place and getting loose, cause the master of para-seismic support to hang screw rod easily and in the hexagonal long nut, get loose, run into when shaking doughtily actual, can not play effective antihunt action.Tiltedly draw C type channel-section steel rear and front end not have positioning hole in addition, both be inconvenient to be in place, also cause connecting not locking often, cause the antidetonation shock absorbing function of vertically tiltedly drawing C type channel-section steel and laterally tiltedly drawing C type channel-section steel easily.
The model utility content
The technical problem that the utility model solves is at above-mentioned deficiency, a kind of para-seismic support of building interior electromechanical equipment is provided, the utility model is installed simple, and stability in use is good, also can effectively play the effect of antidetonation under multiple complex situations such as macroseism and the temperature difference are bigger.
The technical solution of the utility model is as described below:
A kind of para-seismic support of building interior electromechanical equipment, comprise EXPANSION ANCHOR BOLTS, tiltedly draw link, vertically tiltedly draw C type channel-section steel, laterally tiltedly draw C type channel-section steel, described EXPANSION ANCHOR BOLTS is passed and is tiltedly drawn link, packing ring, the shell fragment packing ring is fixed by the anti-slip nut at last, described tiltedly draw link simultaneously by the hemisphere face hex head bolt with vertically tiltedly draw C type channel-section steel or laterally tiltedly draw C type channel-section steel top to be fixed together, describedly vertically tiltedly draw C type channel-section steel or laterally tiltedly draw C type channel-section steel bottom to be connected with tiltedly drawing connecting base, it is characterized in that, describedly tiltedly draw connecting base and universal to be connected anti-shocking base fixedly connected, described universal connection anti-shocking base is placed on the band shoe, universal connection anti-shocking base and the main screw coaxial that hangs, on the universal connection anti-shocking base packing ring is arranged, make the main screw rod that hangs by screwing hexagonal long nut and hexagon nut, universal connection anti-shocking base becomes one with last band shoe and is connected whole, main hang screw rod and screw in the described hexagonal long nut, with setscrew to twisting dieback; It comprises that also some V-types guiding backs down briquetting and hexagonal roof pressure bolt and C type channel-section steel shock absorber, EVA protective pad; pipeline; following band shoe; the pipe setting sleeve; described hexagonal roof pressure bolt backs down briquetting and makes it front end and the main screw rod dieback that contacts that hangs by screwing in the V-type guiding, C type channel-section steel shock absorber is fastened on to lead hangs on the screw rod, and described EVA protective pad contacts with pipeline; the hexagonal connecting bolt by last band shoe, following band shoe, pipe setting sleeve, tightens together with pipeline successively.
Further, the two side of described universal connection anti-shocking base and the middle part of front panel respectively arrange first respectively and rotate semicircle and is connected plush copper, second and rotates semicircle and connect plush copper and the 3rd and rotate semicircle and be connected plush copper, arrange respectively to be provided with respectively in the side end face of the rotation semicircle connection plush copper of universal connection anti-shocking base and are convenient to connect first through hole, second through hole and the third through-hole that tiltedly draws connecting base.
Further, the side of described hexagonal long nut is provided with two with fourth hole and the fifth hole of little screw, be convenient to main hang screw rod and floor fixed expansion bolt and in the hexagonal long nut, stubborn dieback be connected after, locked through two fourth hole and fifth holes with little screw of the side of hexagonal long nut by little hex head bolt and little hex head bolt again.
Further, describedly respectively be provided with a circular hole on the central part diapire before vertically tiltedly drawing C type channel-section steel and laterally tiltedly drawing the rear and front end of C type channel-section steel, centered by circular hole, also be provided with three 120 ° of rectangular openings that isogonism is uniform, be convenient to tiltedly draw hemisphere face hex head bolt location and roof pressure distortion locking on the link.
Further, the described half slot inwall of band shoe down is provided with the subsides isolated area, is convenient to paste the EVA protective pad, plays the antirust and cushioning effect of protection pipeline.
According to above-mentioned structure, the effective effect of the utility model is: install simply, stability in use is good, also can effectively play the effect of antidetonation under multiple complex situations such as macroseism and the temperature difference are bigger.
Description of drawings
Fig. 1 is the utility model preferred embodiment stereochemical structure connection diagram;
Fig. 2 is the utility model preferred embodiment structure explosive view;
Fig. 3 is the utility model preferred embodiment structural front view.
EXPANSION ANCHOR BOLTS in the drawings, 01,22 and 32; 02 and 33, tiltedly draws link; 03 and 39, hemisphere face hex head bolt; 04,18 and 34, packing ring; 05 and 35, shell fragment packing ring; 06 and 36, anti-slip nut; 07, vertically tiltedly draws C type channel-section steel; 08,37 and 39, hemisphere face hex head bolt; 09 and 40, tiltedly draws connecting base; 10, hexagonal connecting bolt; 11,12,16,19 and 42, hexagon nut; 13, go up band shoe; 14 and 41, hexagonal connecting bolt; 15, pipe setting sleeve; 17, universal connection anti-shocking base; 20, the main screw rod that hangs; 21, hexagonal long nut; 23 and 24, little hex head bolt; 25,27 and 29, the V-type guiding is backed down briquetting; 26,28 and 30, hexagonal roof pressure bolt; 31, C type channel-section steel shock absorber; 38, laterally tiltedly draw C type channel-section steel; 43, pipeline; 44, EVA protective pad; 45, following band shoe.
Embodiment
Below in conjunction with the utility model preferred embodiment the utility model is explained detailedly:
As Fig. 1, Fig. 2, shown in Figure 3, a kind of para-seismic support of building interior electromechanical equipment, comprise EXPANSION ANCHOR BOLTS, tiltedly draw link, vertically tiltedly draw C type channel-section steel, laterally tiltedly draw C type channel-section steel, EXPANSION ANCHOR BOLTS is passed and is tiltedly drawn link, packing ring, the shell fragment packing ring is fixed by the anti-slip nut at last, tiltedly draw link simultaneously by the hemisphere face hex head bolt with vertically tiltedly draw C type channel-section steel or laterally tiltedly draw C type channel-section steel top to be fixed together, vertically tiltedly draw C type channel-section steel or laterally tiltedly draw C type channel-section steel bottom and tiltedly draw connecting base to be connected by the hemisphere face hex head bolt to fix, tiltedly draw connecting base to pass through the hexagonal connecting bolt and universal to be connected anti-shocking base fixedly connected, universal connection anti-shocking base is placed on the band shoe, universal connection anti-shocking base and the main screw coaxial that hangs, on the universal connection anti-shocking base packing ring is arranged, make the main screw rod that hangs by screwing hexagonal long nut and hexagon nut, universal connection anti-shocking base becomes one with last band shoe and is connected whole, main hang screw rod and screw in the described hexagonal long nut, with setscrew to twisting dieback; It comprises that also some V-types guiding backs down briquetting and hexagonal roof pressure bolt and C type channel-section steel shock absorber, EVA protective pad; pipeline; following band shoe; the pipe setting sleeve; described hexagonal roof pressure bolt backs down briquetting and makes it front end and hang the screw rod dieback that contacts with leading by screwing in the V-type guiding; C type channel-section steel shock absorber is fastened on main hanging on the screw rod; the EVA protective pad contacts with pipeline; the hexagonal connecting bolt is successively by last band shoe, following band shoe, pipe setting sleeve; hexagon nut screws on the hexagonal connecting screw and screws, and tightens together with pipeline.
The two side of universal connection anti-shocking base 17 and the middle part of front panel respectively arrange first respectively and rotate semicircle and is connected plush copper 46, second and rotates that semicircle connects plush copper 47 and the 3rd rotation semicircle is connected plush copper 48, arrange respectively to be provided with respectively in the side end face that the rotation semicircle of universal connection anti-shocking base connects plush copper and be convenient to connect first through hole 51, second through hole 50 and the third through-hole 49 that tiltedly draws connecting base, effect is to be convenient to connect tiltedly draw connecting base 09 and tiltedly draw connecting base 40, can save material and easy for installation.
The side of described hexagonal long nut 21 is provided with two with fourth hole 53 and the fifth hole 54 of little screw, be convenient to main hang screw rod 20 and floor fixed expansion bolt 22 and in hexagonal long nut 21, stubborn dieback be connected after, locked through two fourth hole and fifth holes with little screw of the side of hexagonal long nut 21 by little hex head bolt 23 and little hex head bolt 24 again, avoid in the bigger area of the temperature difference temperature difference secular distortion when easily taking place and the problem that gets loose.
Respectively be provided with a circular hole on the central part diapire before vertically tiltedly drawing C type channel-section steel 7 and laterally tiltedly drawing the rear and front end of C type channel-section steel 38, centered by circular hole, also be provided with three 120 ° of rectangular openings that isogonism is uniform, be convenient to tiltedly draw link 02, tiltedly draw connecting base 09, tiltedly draw connecting base 40 and tiltedly draw hemisphere face hex head bolt 03 on the link 33, hemisphere face hex head bolt 08, hemisphere face hex head bolt 39 and hemisphere face hex head bolt 37 location and roof pressure distortion locking, when when shake takes place doughtily, make and vertically tiltedly draw C type channel-section steel 07 and laterally tiltedly draw C type channel-section steel 38 to play the antidetonation shock absorbing function of tearing.
The half slot inwall of following band shoe 45 is provided with the subsides isolated area, is convenient to paste EVA protective pad 44, plays the antirust and cushioning effect of protection pipeline.
The utility model installation process is:
Earlier EVA protective pad 44 is sticked on down on the band shoe 45; EVA protective pad 44 contacts with pipeline 43; by last band shoe 13, following band shoe 45, pipe setting sleeve 15, hexagon nut 12 screws on the hexagonal connecting screws 14 and screws hexagonal connecting bolt 14, tightens together with pipeline 43 successively.
Setscrew 22 is put into the corresponding hole of floor and drawn quick-fried locking, hexagonal long nut 21 screws on setscrew 22 screw threads and screws, the main screw rod 20 that hangs screws in the hexagon nut 21, with the 22 pairs of stubborn diebacks that expand, locked through two fourth hole 53 and fifth holes 54 with little screw of the side of hexagonal long nut 21 by little hex head bolt 23 and little hex head bolt 24 again, universal connection anti-shocking base 17 is placed on the band shoe 13, universal connection anti-shocking base 17 is with main to hang screw rod 20 coaxial, on the universal connection anti-shocking base 17 packing ring 18 is arranged, make the main screw rod 20 that hangs by screwing hexagon nut 19 and hexagon nut 16, universal connection anti-shocking base 17 becomes one with last band shoe 13 and is connected whole, hexagonal connecting bolt 41 connects with universal be rotationally connected second through hole 50 of plush copper 47 of anti-shocking base 17 that is connected by tiltedly drawing connecting base 40, hexagon nut 42 screws on the hexagonal connecting bolt 41 and screws, hemispherical head hex head bolt 39 is by tiltedly drawing connecting base 40 tapped holes, to laterally tiltedly draw C type channel-section steel 38 1 ends to be fastened on tiltedly draws on the connecting base 40, hemisphere face hex head bolt 39 will laterally tiltedly draw C type channel-section steel 38 the other ends to be fastened on and tiltedly draw on the connecting base 33, by setscrew 32, packing ring 34, shell fragment packing ring 35, anti-slip nut 36 is fixed on the floor.
Hexagonal connecting bolt 10 connects with universal the be rotationally connected third through-hole 49 of plush copper 48 of anti-shocking base 17 that is connected by tiltedly drawing connecting base 09, hexagon nut 11 screws on the hexagonal connecting bolt 10 and screws, hemispherical head hex head bolt 08 is by tiltedly drawing connecting base 09 tapped hole, to laterally tiltedly draw C type channel-section steel 07 1 ends to be fastened on tiltedly draws on the connecting base 09, hemisphere face hex head bolt 03 will laterally tiltedly draw C type channel-section steel 07 the other end to be fastened on and tiltedly draw on the connecting base 02, is fixed on the floor by setscrew 01, packing ring 04, shell fragment packing ring 05, anti-slip nut 06.
Hexagonal roof pressure bolt 26, hexagonal roof pressure bolt 28, hexagonal roof pressure bolt 30 screw in V-type guiding respectively and back down that briquetting 25, V-type guiding back down briquetting 27, the V-type guiding is backed down briquetting 29 tapped holes, V-type guiding backs down that briquetting 25, V-type guiding back down briquetting 27, the V-type guiding is backed down briquetting 29 two ends and embedded crimpings in the C type channel-section steel shock absorber 31 respectively, make it front end and main screw rod 20 dieback that contacts that hangs by screwing hexagonal roof pressure bolt 26, hexagonal roof pressure bolt 28, hexagonal roof pressure bolt 30, C type channel-section steel shock absorber 31 is fastened on main hanging on the screw rod 20.
By reference to the accompanying drawings the utility model patent has been carried out exemplary description above; obviously the realization of the utility model patent is not subjected to the restriction of aforesaid way; as long as adopted the method design of the utility model patent and the various improvement that technological scheme is carried out; or without improving the design of the utility model patent and technological scheme are directly applied to other occasion, all at protection domain of the present utility model.
Claims (5)
1. the para-seismic support of a building interior electromechanical equipment, comprise EXPANSION ANCHOR BOLTS, tiltedly draw link, vertically tiltedly draw C type channel-section steel, laterally tiltedly draw C type channel-section steel, described EXPANSION ANCHOR BOLTS is passed and is tiltedly drawn link, packing ring, the shell fragment packing ring is fixed by the anti-slip nut at last, described tiltedly draw link simultaneously by the hemisphere face hex head bolt with vertically tiltedly draw C type channel-section steel or laterally tiltedly draw C type channel-section steel top to be fixed together, describedly vertically tiltedly draw C type channel-section steel or laterally tiltedly draw C type channel-section steel bottom to be connected with tiltedly drawing connecting base, it is characterized in that, describedly tiltedly draw connecting base and universal to be connected anti-shocking base fixedly connected, described universal connection anti-shocking base is placed on the band shoe, universal connection anti-shocking base and the main screw coaxial that hangs, on the universal connection anti-shocking base packing ring is arranged, make the main screw rod that hangs by screwing hexagonal long nut and hexagon nut, universal connection anti-shocking base becomes one with last band shoe and is connected whole, main hang screw rod and screw in the described hexagonal long nut, with setscrew to twisting dieback; It comprises that also some V-types guiding backs down briquetting and hexagonal roof pressure bolt and C type channel-section steel shock absorber, EVA protective pad; pipeline; following band shoe; the pipe setting sleeve; described hexagonal roof pressure bolt backs down briquetting and makes it front end and the main screw rod dieback that contacts that hangs by screwing in the V-type guiding, C type channel-section steel shock absorber is fastened on to lead hangs on the screw rod, and described EVA protective pad contacts with pipeline; the hexagonal connecting bolt by last band shoe, following band shoe, pipe setting sleeve, tightens together with pipeline successively.
2. the para-seismic support of a kind of building interior electromechanical equipment according to claim 1, it is characterized in that, the two side of described universal connection anti-shocking base and the middle part of front panel respectively arrange first respectively and rotate semicircle and is connected plush copper, second and rotates semicircle and connect plush copper and the 3rd and rotate semicircle and be connected plush copper, arrange respectively to be provided with respectively in the side end face of the rotation semicircle connection plush copper of universal connection anti-shocking base and are convenient to connect first through hole, second through hole and the third through-hole that tiltedly draws connecting base.
3. the para-seismic support of a kind of building interior electromechanical equipment according to claim 1, it is characterized in that, the side of described hexagonal long nut is provided with two with fourth hole and the fifth hole of little screw, be convenient to main hang screw rod and floor fixed expansion bolt and in the hexagonal long nut, stubborn dieback be connected after, locked through two fourth hole and fifth holes with little screw of the side of hexagonal long nut by little hex head bolt and little hex head bolt again.
4. the para-seismic support of a kind of building interior electromechanical equipment according to claim 1, it is characterized in that, describedly respectively be provided with a circular hole on the central part diapire before vertically tiltedly drawing C type channel-section steel and laterally tiltedly drawing the rear and front end of C type channel-section steel, centered by circular hole, also be provided with three 120 ° of rectangular openings that isogonism is uniform, be convenient to tiltedly draw hemisphere face hex head bolt location and roof pressure distortion locking on the link.
5. the para-seismic support of a kind of building interior electromechanical equipment according to claim 1 is characterized in that, the described half slot inwall of band shoe down is provided with the subsides isolated area, is convenient to paste the EVA protective pad.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320214831 CN203223718U (en) | 2013-04-25 | 2013-04-25 | Anti-seismic support for building internal electromechanical device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320214831 CN203223718U (en) | 2013-04-25 | 2013-04-25 | Anti-seismic support for building internal electromechanical device |
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| Publication Number | Publication Date |
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| CN203223718U true CN203223718U (en) | 2013-10-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201320214831 Expired - Fee Related CN203223718U (en) | 2013-04-25 | 2013-04-25 | Anti-seismic support for building internal electromechanical device |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103574235A (en) * | 2013-11-27 | 2014-02-12 | 姚丽 | Tower type support frame |
| CN105347137A (en) * | 2015-11-25 | 2016-02-24 | 马玉荣 | Industrial elevator triangular support device |
| CN106838467A (en) * | 2017-02-14 | 2017-06-13 | 青岛恒基永固钢结构有限公司 | A kind of suspension rod and fastener for being applied to antidetonation suspension and support |
| CN107084226A (en) * | 2017-06-19 | 2017-08-22 | 合肥元康环境科技有限公司 | A kind of electrical system seismic support frame |
| CN107269941A (en) * | 2017-06-02 | 2017-10-20 | 安徽奥睿德科技发展有限公司 | A kind of antidetonation pipeline installation system for floor |
| CN107401635A (en) * | 2017-08-08 | 2017-11-28 | 中机国能电力工程有限公司 | One kind bolt pipe portion diclinic bar longitudinal direction antidetonation suspension bracket |
| CN108517973A (en) * | 2018-05-25 | 2018-09-11 | 浙江航鑫支吊架有限公司 | Universal knot antidetonation bindiny mechanism |
| CN109357110A (en) * | 2018-12-21 | 2019-02-19 | 金陵科技学院 | An anti-seismic base for construction equipment |
| CN116608328A (en) * | 2023-05-22 | 2023-08-18 | 江苏圣大中远电力科技有限公司 | Anti-seismic suspension support and hanger applied to plateau low-temperature climate |
-
2013
- 2013-04-25 CN CN 201320214831 patent/CN203223718U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103574235A (en) * | 2013-11-27 | 2014-02-12 | 姚丽 | Tower type support frame |
| CN105347137A (en) * | 2015-11-25 | 2016-02-24 | 马玉荣 | Industrial elevator triangular support device |
| CN106838467A (en) * | 2017-02-14 | 2017-06-13 | 青岛恒基永固钢结构有限公司 | A kind of suspension rod and fastener for being applied to antidetonation suspension and support |
| CN107269941A (en) * | 2017-06-02 | 2017-10-20 | 安徽奥睿德科技发展有限公司 | A kind of antidetonation pipeline installation system for floor |
| CN107084226A (en) * | 2017-06-19 | 2017-08-22 | 合肥元康环境科技有限公司 | A kind of electrical system seismic support frame |
| CN107401635A (en) * | 2017-08-08 | 2017-11-28 | 中机国能电力工程有限公司 | One kind bolt pipe portion diclinic bar longitudinal direction antidetonation suspension bracket |
| CN108517973A (en) * | 2018-05-25 | 2018-09-11 | 浙江航鑫支吊架有限公司 | Universal knot antidetonation bindiny mechanism |
| CN108517973B (en) * | 2018-05-25 | 2024-10-18 | 浙江赛诚科技有限公司 | Universal joint anti-vibration connecting mechanism |
| CN109357110A (en) * | 2018-12-21 | 2019-02-19 | 金陵科技学院 | An anti-seismic base for construction equipment |
| CN116608328A (en) * | 2023-05-22 | 2023-08-18 | 江苏圣大中远电力科技有限公司 | Anti-seismic suspension support and hanger applied to plateau low-temperature climate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHENZHEN UNICORN TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: MAI HAIDONG Effective date: 20150703 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150703 Address after: 518000 Guangdong city of Shenzhen province Gongming Guangming New District Office heshuikou community third industrial zone twenty-first Patentee after: SHENZHEN UNICORN TECHNOLOGY CO., LTD. Address before: 518000 Guangdong city of Shenzhen province Baoan District Jin Hua Lu Bao Baoan village 5 503 Patentee before: Mai Haidong |
|
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: Guangming Gongming street Shenzhen city Guangdong province 518000 water mouth community Wen Ge industrial district sixth building 1 floor Patentee after: SHENZHEN MINLE PIPE CO., LTD. Address before: 518000 Guangdong city of Shenzhen province Gongming Guangming New District Office heshuikou community third industrial zone twenty-first Patentee before: SHENZHEN UNICORN TECHNOLOGY CO., LTD. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131002 Termination date: 20180425 |
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| CF01 | Termination of patent right due to non-payment of annual fee |