CN203686487U - Reinforcing device of main hanging threaded rod of anti-seismic support - Google Patents
Reinforcing device of main hanging threaded rod of anti-seismic support Download PDFInfo
- Publication number
- CN203686487U CN203686487U CN201420002489.1U CN201420002489U CN203686487U CN 203686487 U CN203686487 U CN 203686487U CN 201420002489 U CN201420002489 U CN 201420002489U CN 203686487 U CN203686487 U CN 203686487U
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- Prior art keywords
- channel
- section steel
- bolt
- screw rod
- seismic support
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- Expired - Lifetime
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- 230000003014 reinforcing effect Effects 0.000 title abstract 4
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 64
- 239000010959 steel Substances 0.000 claims abstract description 64
- 238000003825 pressing Methods 0.000 claims abstract description 9
- 238000005452 bending Methods 0.000 claims description 21
- 238000005728 strengthening Methods 0.000 claims description 8
- 230000000694 effects Effects 0.000 abstract description 8
- 230000035939 shock Effects 0.000 abstract description 6
- 238000013016 damping Methods 0.000 abstract description 5
- 238000010521 absorption reaction Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 5
- 238000002788 crimping Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000007935 neutral effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
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Abstract
The utility model provides a reinforcing device of a main hanging threaded rod of an anti-seismic support. The reinforcing device of the main hanging threaded rod of the anti-seismic support comprises a steel channel, press blocks, jacking bolts, locating sheets and screws. The section of the steel channel is in a C shape, and the ends, located at an opening of the steel channel, of the two side walls of the steel channel are both bent inwards, so that bent portions are formed. The pressing blocks are arranged in the steel channel. The two sides of each pressing block are pressed at the ends of the bent portions respectively in a jacking mode, and each pressing block is provided with a threaded hole. Each jacking bolt is connected into the corresponding threaded hole in a threaded mode. Each locating sheet is installed in the steel channel and located between the corresponding jacking bolt and the bottom wall of the steel channel and comprises a top plate and two side plates, wherein the top plate abuts against the end face of the inner side of the corresponding jacking bolt, the two sides plates are located at the two sides of the top plate respectively and are formed by being bent in the direction close to the bottom wall of the steel channel, and a space where the main hanging threaded rod is contained is defined by the two side plates and the bottom wall of the steel channel. Each screw is used for enabling the corresponding top plate and the corresponding jacking bolt to be connected in a fastened mode. The reinforcing device of the main hanging threaded rod of the anti-seismic support is good in damping effect and shock absorption effect, simple in structure and convenient and fast to install.
Description
Technical field
The utility model relates to a kind of reinforcer of support main hoisting screw rod, relates in particular to a kind of reinforcer of para-seismic support main hoisting screw rod.
Background technique
At present, countries in the world building electromechanical equipment support is opposing eaerthquake damage, and main hoisting screw rod mainly adopts out the channel-section steel nut of angle, makes puller bolt, by channel-section steel nut, screw top be stayed in to channel-section steel inner side and forms an entirety.In the time that earthquake occurs, after main hoisting screw rod is stressed, may occur bending and deformation, be delivered in channel-section steel on crimping by driving the briquetting of oblique through hole thread through puller bolt, improve antidetonation and support shock absorbing and the damping effect of product main hoisting screw rod, prevent that the supported electromechanical equipment secondary causing that comes off from damaging.
But, the on-the-spot installation of reinforcer of the above-mentioned channel-section steel nut of opening angle is cumbersome, reason is that main hoisting screw rod and channel-section steel location are on channel-section steel madial wall angle, the other end no-fix, main hoisting screw rod is only fixed on crimping one side in channel-section steel, stressed can not be balanced, secondly between puller bolt and main hoisting screw rod, area of contact is less, the top that causes installing on the briquetting of fixedly opening oblique through hole thread presses bolt often to push up less than main hoisting screw rod, even if install on top, in the larger area of the temperature difference, Yi Fashengyin temperature deformation and coming off, actual while running into macroseism, the stressed both sides steel wall that can not be delivered to by opening the briquetting of hole thread channel-section steel of main hoisting screw rod, lose the effect of damping and shock absorbing, while running into compared with macrobending power, easily cause and get loose.Also can reach by the method for the fixing miscellaneous part of bolt the effect of strengthening shock absorbing by position, drill flute steel hole, but because type kind is many, cause operation and material more, on-the-spot installation inconvenience.
Model utility content
For the deficiencies in the prior art, the purpose of this utility model is intended to provide a kind of reinforcer of para-seismic support main hoisting screw rod, and its damping and shock absorbing effect are good, and easy for installation, quick.
For achieving the above object, the utility model adopts following technological scheme:
A reinforcer for para-seismic support main hoisting screw rod, comprises,
The channel-section steel that cross section is c-shaped, one end that the two side of this channel-section steel is positioned at channel-section steel opening all bends inwards and forms a bending part;
Be arranged on the briquetting in channel-section steel, the end that is pressed on bending part is pushed up respectively in the both sides of this briquetting, is provided with a tapped hole on briquetting;
Bolt is pressed on the top that is bolted in tapped hole inside;
Be installed on channel-section steel inside and press the location piece between bolt and the diapire of channel-section steel on top, location piece comprises and is connected to the biside plate that top is pressed the top board of bolt inner side end and laid respectively at top board both sides and form towards the direction bending near channel-section steel diapire, and the diapire of biside plate and channel-section steel surrounds one jointly for accommodating the space of main hoisting screw rod;
For the screw of pressing bolton to be connected with top on top board.
Distance between biside plate is by press a side of bolt towards pressing a side of bolt to increase gradually away from top near top.
Angle between biside plate is 40-140 °.
On top board, offer a through hole, top is pressed on bolt and is offered a screw hole aliging with through hole, the axis of screw hole and the dead in line of pushing up pressure bolt, and screw is connected in through hole and is spirally connected and is fixed in screw hole.
Briquetting is respectively arranged with a groove near the surperficial both sides of channel-section steel opening, and the end of two bending parts is plugged in respectively in two grooves.
Inside grooves is provided with strengthening rib, offers teeth groove along its length multiple and that insert for strengthening rib on bending part.
The beneficial effects of the utility model are:
Than prior art, the antidetonation assembly of putting more energy into of the present utility model can be pressed bolt by screwing top, and main hoisting screw rod is fixed in channel-section steel, and briquetting can press the power that receive of screw rod pass to channel-section steel on top, has preferably damping and shock absorbing effect; In addition, the antidetonation modular construction of putting more energy into of the present utility model is simple, easy for installation, quick.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is scheme of installation of the present utility model;
Fig. 3 is end view of the present utility model;
Fig. 4 is the structural representation that in Fig. 1, bolt is pressed on top;
Fig. 5 is the structural representation of location piece in Fig. 1;
Fig. 6 is the structural representation of briquetting in Fig. 1;
Wherein: 10, channel-section steel; 11, sidewall; 12, bending part; 13, teeth groove; 20, bolt is pressed on top; 21, screw hole; 30, briquetting; 31, groove; 32, tapped hole; 33, strengthening rib; 40, location piece; 41, top board; 42, side plate; 43, through hole; 50, screw; 60, main hoisting screw rod.
Embodiment
Below, by reference to the accompanying drawings and embodiment, the utility model is described further:
As shown in Fig. 1,2,3,4,5,6, be the reinforcer of a kind of para-seismic support main hoisting screw rod of the present utility model, it comprises channel-section steel 10, briquetting 30, top pressure bolt 20, location piece 40, screw 50; The cross section of channel-section steel 10 is c-shaped, and it comprises diapire, is positioned at the sidewall 11 of diapire both sides, and one end equal case infolding bending that two side 11 is positioned at channel-section steel 10 openings becomes a bending part 12, and bending part 12 is the diapire to channel-section steel 10 just; Briquetting 30 is arranged on channel-section steel 10 inside, and its width is less than distance between two side 11, is greater than the distance between two bending parts 12, and the intermediate portion of briquetting 30 offers a tapped hole 32, and top presses bolt 20 cross-under from top to bottom in tapped hole 32; Location piece 40 is arranged on channel-section steel 10 inside and presses between the inner side end of bolt 20 and the diapire of channel-section steel 10 on top, location piece 40 is " several " font, concrete is, this location piece 40 comprises top board 41, lays respectively at the biside plate 42 of top board 41 both sides, side plate 42 is to be formed towards the diapire direction bending near channel-section steel 10 by the side of top board 41, the diapire of biside plate 42 and channel-section steel 10 surrounds one jointly for accommodating the space of main hoisting screw rod 60, and main hoisting screw rod 60 is clamped between biside plate 42 and the diapire of channel-section steel 10.The neutral position of top board 41 offers a through hole 43, top presses the neutral position of the screw part end face of bolt 20 to offer a screw hole 21 aliging with through hole 43, the axis of this screw hole 21 and the dead in line of pushing up pressure bolt 20, screw 50 penetrates through hole 43 and screw hole 21 from the bottom to top successively, location piece 40 is fixed on to top and presses on bolt 20.
Distance between above-mentioned biside plate 42 from top to bottom (by pressing a side of bolt 20 near top towards a side of pressing bolt 20 away from top) increases gradually, that is to say, the opening of diapire one side towards channel-section steel 10 of biside plate 42 is larger, when mounted, can facilitate and only hang screw rod 60 and be positioned between biside plate 42; Angle between biside plate 42 can be arranged within the scope of 40-140 °, the size of this angle, can select according to the diameter of main hoisting screw rod 60, as long as can guarantee that main hoisting screw rod 60 is between biside plate 42 and the diapire of channel-section steel 10 time, main hoisting screw rod 60 bottoms contact with channel-section steel 10 diapires, both sides, top contact with biside plate 42 respectively.
For the progressive intensity connecting that increases, upper surface (i.e. the surface of close channel-section steel 10 openings) both sides at briquetting 30 are respectively arranged with a groove 31, screwing after the pressure bolt 20 of top, the end of two bending parts 12 is inserted into respectively in two grooves 31, make top press that bolt 20 is stressed can effectively be delivered on channel-section steel 10, strengthen anti-seismic performance.In order to prevent the width direction activity of briquetting 30 along channel-section steel 10, above-mentioned groove 31 inside are provided with strengthening rib 33, offer teeth groove 13 along its length multiple and that insert for strengthening rib 33 on bending part 12.
Referring to Fig. 2, the utility model when mounted, in advance screw 50 is penetrated in the through hole 43 on location piece 40, and location piece 40 is placed in to channel-section steel 10 inside, afterwards main hoisting screw rod 60 is put into channel-section steel 10 inside, be located between diapire location piece 40 and channel-section steel 10, then, to press the briquetting 30 of bolt 20 to put into channel-section steel 10 inside with top, screw top and press bolt 20, make top press bolt 20 inner ends to compress the top board 41 of location piece 40, screw top and press bolt 20, groove 31 is inserted in the end of bending part 12, briquetting 30 compresses with bending part 12, simultaneously, screw 50 screws in top and presses in the screw hole 21 of bolt 20 end faces, screwing after the pressure bolt 20 of top, the biside plate 42 of location piece 40 and the diapire of channel-section steel 10 are fixed main hoisting screw rod 60, finally realize the fixing of main hoisting screw rod 60 and channel-section steel 10, when bolt 20 is pressed on rotation top, biside plate 42 pushes main hoisting screw rod 60, makes main hoisting screw rod 60 finally can be fixed on the intermediate portion of channel-section steel 10.
To one skilled in the art, can be according to technological scheme described above and design, make other various corresponding changes and deformation, and within these all changes and deformation all should belong to the protection domain of the utility model claim.
Claims (6)
1. a reinforcer for para-seismic support main hoisting screw rod, is characterized in that, comprise,
The channel-section steel that cross section is c-shaped, one end that the two side of this channel-section steel is positioned at channel-section steel opening all bends inwards and forms a bending part;
Be arranged on the briquetting in channel-section steel, the end that is pressed on bending part is pushed up respectively in the both sides of this briquetting, is provided with a tapped hole on briquetting;
Bolt is pressed on the top that is bolted in tapped hole inside;
Be installed on channel-section steel inside and press the location piece between bolt and the diapire of channel-section steel on top, location piece comprises and is connected to the biside plate that top is pressed the top board of bolt inner side end and laid respectively at top board both sides and form towards the direction bending near channel-section steel diapire, and the diapire of biside plate and channel-section steel surrounds one jointly for accommodating the space of main hoisting screw rod;
For the screw of pressing bolton to be connected with top on top board.
2. the reinforcer of para-seismic support main hoisting screw rod as claimed in claim 1, is characterized in that, the distance between biside plate is by press a side of bolt towards pressing a side of bolt to increase gradually away from top near top.
3. the reinforcer of para-seismic support main hoisting screw rod as claimed in claim 2, is characterized in that, the angle between biside plate is 40-140 °.
4. the reinforcer of para-seismic support main hoisting screw rod as claimed in claim 1, it is characterized in that, on top board, offer a through hole, top is pressed on bolt and is offered a screw hole aliging with through hole, the axis of screw hole and the dead in line of pushing up pressure bolt, screw is connected in through hole and is spirally connected and is fixed in screw hole.
5. the reinforcer of para-seismic support main hoisting screw rod as claimed in claim 1, is characterized in that, briquetting is respectively arranged with a groove near the surperficial both sides of channel-section steel opening, and the end of two bending parts is plugged in respectively in two grooves.
6. the reinforcer of para-seismic support main hoisting screw rod as claimed in claim 5, is characterized in that, inside grooves is provided with strengthening rib, offers teeth groove along its length multiple and that insert for strengthening rib on bending part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420002489.1U CN203686487U (en) | 2014-01-01 | 2014-01-01 | Reinforcing device of main hanging threaded rod of anti-seismic support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420002489.1U CN203686487U (en) | 2014-01-01 | 2014-01-01 | Reinforcing device of main hanging threaded rod of anti-seismic support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203686487U true CN203686487U (en) | 2014-07-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420002489.1U Expired - Lifetime CN203686487U (en) | 2014-01-01 | 2014-01-01 | Reinforcing device of main hanging threaded rod of anti-seismic support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203686487U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105020479A (en) * | 2015-07-23 | 2015-11-04 | 江苏中伟业通讯设备有限公司 | Feeder line clamp |
| CN106969208A (en) * | 2017-05-09 | 2017-07-21 | 青岛恒基永固钢结构有限公司 | A kind of gate antidetonation suspension and support |
| CN107435679A (en) * | 2017-08-03 | 2017-12-05 | 安徽奥睿德科技发展有限公司 | A kind of para-seismic support screw rod reinforcer |
| CN107687265A (en) * | 2017-08-03 | 2018-02-13 | 安徽奥睿德科技发展有限公司 | A kind of load force for corner strengthens para-seismic support |
| CN108361261A (en) * | 2018-02-28 | 2018-08-03 | 成都新力紧科技有限公司 | Locking device and locking mechanism for building electromechanical installation hanger system |
| CN108361260A (en) * | 2018-02-28 | 2018-08-03 | 成都新力紧科技有限公司 | Connecting seat and connection structure for building electromechanical installation hanger system |
| CN108361442A (en) * | 2018-02-28 | 2018-08-03 | 成都新力紧科技有限公司 | Clamping piece and clamp structure for building electromechanical installation hanger system |
| CN110159642A (en) * | 2019-05-15 | 2019-08-23 | 江苏中鹏电气有限公司 | Para-seismic support screw locking device |
| 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 |
-
2014
- 2014-01-01 CN CN201420002489.1U patent/CN203686487U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105020479A (en) * | 2015-07-23 | 2015-11-04 | 江苏中伟业通讯设备有限公司 | Feeder line clamp |
| CN106969208A (en) * | 2017-05-09 | 2017-07-21 | 青岛恒基永固钢结构有限公司 | A kind of gate antidetonation suspension and support |
| CN107435679A (en) * | 2017-08-03 | 2017-12-05 | 安徽奥睿德科技发展有限公司 | A kind of para-seismic support screw rod reinforcer |
| CN107687265A (en) * | 2017-08-03 | 2018-02-13 | 安徽奥睿德科技发展有限公司 | A kind of load force for corner strengthens para-seismic support |
| CN108361261A (en) * | 2018-02-28 | 2018-08-03 | 成都新力紧科技有限公司 | Locking device and locking mechanism for building electromechanical installation hanger system |
| CN108361260A (en) * | 2018-02-28 | 2018-08-03 | 成都新力紧科技有限公司 | Connecting seat and connection structure for building electromechanical installation hanger system |
| CN108361442A (en) * | 2018-02-28 | 2018-08-03 | 成都新力紧科技有限公司 | Clamping piece and clamp structure for building electromechanical installation hanger system |
| CN110159642A (en) * | 2019-05-15 | 2019-08-23 | 江苏中鹏电气有限公司 | Para-seismic support screw locking device |
| 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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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: XIE JIAMING 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 province Shenzhen Guangming heshuikou third industrial zone 21 Patentee before: Xie Jiaming |
|
| 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 UNICORN TECHNOLOGY 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. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140702 |