CN208249618U - A kind of reinforced steel structure spandrel girder with damping effect - Google Patents
A kind of reinforced steel structure spandrel girder with damping effect Download PDFInfo
- Publication number
- CN208249618U CN208249618U CN201820413591.9U CN201820413591U CN208249618U CN 208249618 U CN208249618 U CN 208249618U CN 201820413591 U CN201820413591 U CN 201820413591U CN 208249618 U CN208249618 U CN 208249618U
- Authority
- CN
- China
- Prior art keywords
- fixedly connected
- spring
- pedestal
- spandrel girder
- damping effect
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 18
- 239000010959 steel Substances 0.000 title claims abstract description 18
- 230000000694 effects Effects 0.000 title claims abstract description 15
- 230000000875 corresponding Effects 0.000 claims description 3
- 238000010521 absorption reaction Methods 0.000 abstract description 4
- 230000003139 buffering Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000000243 solution Substances 0.000 description 2
- 240000006394 Sorghum bicolor Species 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000002708 enhancing Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 235000019713 millet Nutrition 0.000 description 1
- 230000035807 sensation Effects 0.000 description 1
- 230000003068 static Effects 0.000 description 1
Abstract
The utility model discloses a kind of reinforced steel structure spandrel girder with damping effect, including No.1 beam and No. two beams, No. two beams are located at No.1 beam side, the No.1 beam and No. two beam upper ends are fixedly connected with pedestal, the chassis interior is provided with resilient cushion, the pedestal upper end face is provided with circular hole, the pedestal upper end is fixedly connected with spring, stressed plate is equipped with above the spring, the stressed plate lower end is fixedly connected with pinch column and pinch column is located at spring inner, the pinch column outer wall surface is fixedly connected with axle envelope and limited block, the limited block is located at axle envelope lower end, No.1 beam side is fixedly connected with extending beam, the extending beam end surface is provided with No.1 fixation hole, the utility model passes through setting pinch column and spring, after stressed plate stress, pinch column is driven to sink, stressed plate carries out buffering pressure by compressed spring Power, when shrinking column impact on resilient cushion, after carrying out absorption impact force by resilient cushion, recoil of spring pushes stress sheet reset, carries out damping.
Description
Technical field
The utility model relates to a kind of spandrel girder, specially a kind of reinforced steel structure spandrel girder with damping effect.
Background technique
Spandrel girder is subject to the load-bearing girder steel of lift car, counterweight and other equipment weight, it bears the whole of elevator
Static load and dynamic load are generally fixed on the computer room civil engineering spandrel girder of elevator shaft the top, and material used is channel steel or I-shaped
Steel is located at computer room using the elevator load bearing beam of the overhead kind of drive, for there is the traction machine of reduction gearbox, using three load-bearing steel
Fine strain of millet support,, can when building top layer has enough spatial altitudes because the position of the different girder steels of building structure is also different
Spandrel girder is placed in floor according to mounting plane figure in the following, and link into an integrated entity with floor, can when building top layer is less high
Spandrel girder is placed in above computer room civil engineering load-bearing according to elevator plan view.
But existing spandrel girder can not provide good damping effect during use, make equipment
It is larger with noise with, causing to shake in the process, also, length is restricted, and can not be extended and be shortened as needed, together
When, it is relatively complicated in installation process, it needs personnel to carry out multiple line measurement, influences working efficiency.For this purpose, it is proposed that one
Kind has the reinforced steel structure spandrel girder of damping effect.
Utility model content
The purpose of this utility model is to provide a kind of reinforced steel structure spandrel girder with damping effect, on solving
State the problem of proposing in background technique.
To achieve the above object, the utility model provides the following technical solutions: a kind of reinforced steel with damping effect
Structure spandrel girder, including No.1 beam and No. two beams, No. two beams are located at No.1 beam side, the No.1 beam and No. two beam upper ends
It is fixedly connected with pedestal, the chassis interior is provided with resilient cushion, and the pedestal upper end face is provided with circular hole, on the pedestal
End is fixedly connected with spring, is equipped with stressed plate above the spring, the stressed plate lower end is fixedly connected with pinch column and pinch column position
In spring inner, the pinch column outer wall surface is fixedly connected with axle envelope and limited block, and the limited block is located at axle envelope lower end, described
No.1 beam side is fixedly connected with extending beam, and the extending beam end surface is provided with No.1 fixation hole, described No. two beam one end table
Face is provided with No. two fixation holes, and No. two beam other sides are telescopically connected to bolt, and No.1 beam two sides are fixedly connected with rotation axis,
The rotation axis side is fixedly connected with infrared ray lamp, and the infrared ray lamp lower end is fixedly connected with battery, the electric power storage
Pond lower end is provided with switch.
Preferably, the No.1 beam passes through extending beam and No. two beam sleeve connections.
Preferably, the No.1 fixation hole and No. two fixation holes be identical diameter and the corresponding No.1 fixation hole in position and
No. two fixation holes.
Preferably, the axle envelope and limited block are located at chassis interior.
Preferably, the infrared ray lamp is electrically connected by switch and battery.
Compared with prior art, the utility model has the beneficial effects that
1. the utility model, which passes through, is arranged pinch column and spring, after stressed plate stress, pinch column is driven to sink, stressed plate is logical
Overcompression spring carries out compensator or trimmer pressure, and when shrinking column impact on resilient cushion, after carrying out absorption impact force by resilient cushion, spring is returned
Bullet pushes stress sheet reset, impulse force effectively can be carried out absorption counteracting, prevent to shake, when greatly improving use
Stability, meanwhile, axle envelope can be avoided pinch column reset when, with pedestal hit generate shaking force, improve muting function, add
Strong practicability, limited block can prevent that integrality is effectively guaranteed outside pinch column pop-up pedestal.
2. the utility model is expanded between No. two beams and No.1 beam after manually pulling No. two beams by setting extending beam
Spacing keeps No.1 fixation hole Chong Die with No. two fixation holes, is manually inserted into bolt, is fixed after reaching required width, can
The width for effectively carrying out extending load-bearing as needed, greatly enhances the width of load-bearing, improves practical function, also,
It operates relatively simple easy to get started, improves convenience when use.
3. the utility model is manually adjusted infrared ray lamp to institute by rotation axis by setting infrared ray lamp
After the direction needed, then by switch unlatching infrared ray lamp, the energy is provided by battery, passes through the straight of infrared ray lamp injection
Line, is easily installed personnel's observation, installation site whether with supporter in vertical state, it is convenient when effectively improving installation
Property, the efficiency of work is greatly improved, meanwhile, it is safeguarded and is adjusted convenient for the later period.
Detailed description of the invention
Fig. 1 is the utility model overall structure diagram；
Fig. 2 is the utility model pinch column structural schematic diagram；
Fig. 3 is the utility model borehole structure schematic diagram；
Fig. 4 is the utility model No.1 girder construction schematic diagram.
In figure: 1 No.1 beam, 2 No. two beams, 3 extending beams, 4 No. two fixation holes, 5 No.1 fixation holes, 6 bolts, 7 pedestals, 8 subtract
Shake pad, 9 pinch columns, 10 springs, 11 stressed plates, 12 axle envelopes, 13 limited blocks, 14 circular holes, 15 rotation axis, 16 infrared ray lamps, 17
Battery, 18 switches.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-4 is please referred to, the utility model provides a kind of technical solution: a kind of reinforced steel structure with damping effect
Spandrel girder, including No.1 beam 1 and No. two beams 2, No. two beams 2 are located at 1 side of No.1 beam, on the No.1 beam 1 and No. two beams 2
End is fixedly connected with pedestal 7, and the pedestal 7 is internally provided with resilient cushion 8, and 7 upper end face of pedestal is provided with circular hole 14, institute
It states 7 upper end of pedestal and is fixedly connected with spring 10, be equipped with stressed plate 11 above the spring 10,11 lower end of stressed plate is fixedly connected
Pinch column 9 and pinch column 9 is located inside spring 10,9 outer wall surface of pinch column is fixedly connected with axle envelope 12 and limited block 13, institute
It states limited block 13 and is located at 12 lower end of axle envelope, 1 side of No.1 beam is fixedly connected with extending beam 3, and 3 end surface of extending beam is set
It is equipped with No.1 fixation hole 5,2 end surface of No. two beams is provided with No. two fixation holes 4, and 2 other side of No. two beams is flexible to be connected
Pin 6 is patched, 1 two sides of No.1 beam are fixedly connected with rotation axis 15, and 15 side of rotation axis is fixedly connected with infrared ray lamp
16,16 lower end of infrared ray lamp is fixedly connected with battery 17, and 17 lower end of battery is provided with switch 18.
Further, the No.1 beam 1 makes two by the way that extending beam 3 is arranged by extending beam 3 and No. two 2 sleeve connections of beam
Number beam 2 is able to carry out extension, lengthens load-bearing spacing.
Further, the No.1 fixation hole 5 and No. two fixation holes 4 are that diameter is identical and the corresponding No.1 in position is fixed
Hole and No. two fixation holes make to fix more stable, connection by using the identical No.1 fixation hole 5 of diameter and No. two fixation holes 4
More closely.
Further, the axle envelope 12 and limited block 13 are located inside pedestal 7, by the way that axle envelope 12 and limited block 13 is arranged,
Can reduce rebound makes the vibratory sensation generated, prevents pinch column 9 from popping up in pedestal 7.
Further, the infrared ray lamp 16 is electrically connected by switch 18 and battery 17, by being electrically connected, is made
Infrared ray lamp 16 is manually controlled by switch 18.
Specifically, in use, expanding the spacing between No. two beams 2 and No.1 beam 1, arrival institute after manually pulling No. two beams 2
After needing width, keeps No.1 fixation hole 5 Chong Die with No. two fixation holes 4, bolt 6 is inserted into manually, is fixed, is manually passed through
Rotation axis 15 adjusts infrared ray lamp 16 to required direction, then opens infrared ray lamp 16 by switch 18, by electric power storage
Pond 17 provide the energy, the straight line projected by infrared ray lamp 17, be easily installed personnel observation, installation site whether with supporter
In vertical state, after 11 stress of stressed plate, pinch column 9 is driven to sink, stressed plate 11 carries out buffering pressure by compressed spring 10
Power, when the impact of pinch column 9 is on resilient cushion 8, after carrying out absorption impact force by resilient cushion 8, the rebound of spring 10 pushes stressed plate 11
It resets, meanwhile, it when axle envelope 12 can be avoided the reset of pinch column 9, is hit with pedestal 7, limited block 13 can prevent pinch column 9 from popping up
Outside pedestal 7.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of reinforced steel structure spandrel girder with damping effect, including No.1 beam (1) and No. two beams (2), described No. two
Beam (2) is located at No.1 beam (1) side, it is characterised in that: the No.1 beam (1) and No. two beam (2) upper ends are fixedly connected with pedestal
(7), the pedestal (7) is internally provided with resilient cushion (8), and pedestal (7) upper end face is provided with circular hole (14), the pedestal
(7) upper end is fixedly connected spring (10), is equipped with stressed plate (11) above the spring (10), stressed plate (11) lower end is fixed
Connection pinch column (9) and pinch column (9) are located at spring (10) inside, and pinch column (9) outer wall surface is fixedly connected with axle envelope
(12) and limited block (13), the limited block (13) are located at axle envelope (12) lower end, and No.1 beam (1) side is fixedly connected with extension
Beam (3), extending beam (3) end surface are provided with No.1 fixation hole (5), and No. two beams (2) end surface is provided with two
Number fixation hole (4), No. two beams (2) other side are telescopically connected to bolt (6), and No.1 beam (1) two sides are fixedly connected with rotation
Axis (15), rotation axis (15) side are fixedly connected with infrared ray lamp (16), and infrared ray lamp (16) lower end is fixed
It connects battery (17), battery (17) lower end is provided with switch (18).
2. a kind of reinforced steel structure spandrel girder with damping effect according to claim 1, it is characterised in that: described
No.1 beam (1) passes through extending beam (3) and No. two beam (2) sleeve connections.
3. a kind of reinforced steel structure spandrel girder with damping effect according to claim 1, it is characterised in that: described
No.1 fixation hole (5) is identical diameter and the corresponding No.1 fixation hole in position and No. two fixation holes with No. two fixation holes (4).
4. a kind of reinforced steel structure spandrel girder with damping effect according to claim 1, it is characterised in that: described
It is internal that axle envelope (12) and limited block (13) are located at pedestal (7).
5. a kind of reinforced steel structure spandrel girder with damping effect according to claim 1, it is characterised in that: described
Infrared ray lamp (16) is electrically connected by switch (18) and battery (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820413591.9U CN208249618U (en) | 2018-03-27 | 2018-03-27 | A kind of reinforced steel structure spandrel girder with damping effect |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820413591.9U CN208249618U (en) | 2018-03-27 | 2018-03-27 | A kind of reinforced steel structure spandrel girder with damping effect |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208249618U true CN208249618U (en) | 2018-12-18 |
Family
ID=64608307
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820413591.9U Expired - Fee Related CN208249618U (en) | 2018-03-27 | 2018-03-27 | A kind of reinforced steel structure spandrel girder with damping effect |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208249618U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680870A (en) * | 2019-03-07 | 2019-04-26 | 江苏承天新型建材有限公司 | A kind of reinforced steel structure spandrel girder |
-
2018
- 2018-03-27 CN CN201820413591.9U patent/CN208249618U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680870A (en) * | 2019-03-07 | 2019-04-26 | 江苏承天新型建材有限公司 | A kind of reinforced steel structure spandrel girder |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN210947150U (en) | Steel construction antidetonation support | |
| CN110702349A (en) | Low-cycle repeated load test loading frame capable of being freely adjusted | |
| CN208249618U (en) | A kind of reinforced steel structure spandrel girder with damping effect | |
| CN206034479U (en) | Tower crane relay handling supporter device | |
| CN207348083U (en) | A kind of damping vibrating type supporting device with steel structure | |
| CN206091503U (en) | Frame construction takes precautions against earthquakes | |
| CN205777789U (en) | A kind of damping energy-dissipating device damping peace treaty bundle support combinations | |
| CN202850515U (en) | Regulating-type temporary supporting rod for inclined steel column installation | |
| CN205712556U (en) | A kind of building aseismicity framework | |
| CN111945918B (en) | Prefabricated template installation shock attenuation stabilising arrangement of assembled | |
| CN211602680U (en) | Universal loading device for low-cycle repeated load test | |
| CN210029677U (en) | Elevator car bottom device | |
| CN110924551B (en) | Friction sliding bearing seat vibration reduction structure between ground and building | |
| CN204663099U (en) | Deck, Novel helicopter apron | |
| CN209989940U (en) | Steel structure supporting beam for building construction | |
| CN108316732B (en) | A kind of T shape H profile steel prestressing force Self-resetting friction damped braced | |
| CN106193102B (en) | A kind of tower crane relay handling Shelf device | |
| CN109990030A (en) | A kind of flexibility computer room shock mitigation system and its foundation construction method | |
| CN109914846A (en) | It is a kind of tradition timber structure in brick setting fill wall plane external reinforcement device | |
| CN111663765A (en) | Building templates structure with heat preservation function | |
| CN214739807U (en) | Scaffold with buffering shock-absorbing function | |
| CN213509517U (en) | High stable cantilever frame reinforcing apparatus | |
| CN108181074A (en) | A kind of lightweight Pneumatic horizontal shock testing machine with horizontal shock-absorbing structure | |
| CN209413341U (en) | A kind of permanent ruggedized construction of excessive fire building | |
| CN208483450U (en) | A kind of power transmission and transformation steel cylinder supporting device for welding |
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: 20181218 Termination date: 20190327 |