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 PDF

Info

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
Application number
CN201820413591.9U
Other languages
Chinese (zh)
Inventor
刘勋光
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fujian Youlian Construction Engineering Co Ltd
Original Assignee
Fujian Youlian Construction Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Fujian Youlian Construction Engineering Co Ltd filed Critical Fujian Youlian Construction Engineering Co Ltd
Priority to CN201820413591.9U priority Critical patent/CN208249618U/en
Application granted granted Critical
Publication of CN208249618U publication Critical patent/CN208249618U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

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

A kind of reinforced steel structure spandrel girder with damping effect
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).
CN201820413591.9U 2018-03-27 2018-03-27 A kind of reinforced steel structure spandrel girder with damping effect Expired - Fee Related CN208249618U (en)

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)

* Cited by examiner, † Cited by third party
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

Cited By (1)

* Cited by examiner, † Cited by third party
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
CN205134597U (en) Gallows timber tenon fourth of twelve earthly branches node friction damper is built to gu
CN207348083U (en) A kind of damping vibrating type supporting device with steel structure
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
CN206091503U (en) Frame construction takes precautions against earthquakes
CN206034479U (en) Tower crane relay handling supporter device
CN110043097B (en) Damping ground connection shaped steel supports tuned damping support of filling quality
CN109990030A (en) A kind of flexibility computer room shock mitigation system and its foundation construction method
CN202850515U (en) Regulating-type temporary supporting rod for inclined steel column installation
CN106193102B (en) A kind of tower crane relay handling Shelf device
CN205777789U (en) A kind of damping energy-dissipating device damping peace treaty bundle support combinations
CN205712556U (en) A kind of building aseismicity framework
CN210029677U (en) Elevator car bottom device
CN111945918B (en) Prefabricated template installation shock attenuation stabilising arrangement of assembled
CN110924551B (en) Friction sliding bearing seat vibration reduction structure between ground and building
CN210713318U (en) Combined earthquake-resistant building structural component
CN209989940U (en) Steel structure supporting beam for building construction
CN210117945U (en) Constructional engineering steel construction support frame
CN108316732B (en) A kind of T shape H profile steel prestressing force Self-resetting friction damped braced
CN202571649U (en) Rack of steel pipe assembling and welding device
CN214739807U (en) Scaffold with buffering shock-absorbing function
CN213509517U (en) High stable cantilever frame reinforcing apparatus
CN209413341U (en) A kind of permanent ruggedized construction of excessive fire building
CN113513203B (en) Damping formula steel construction building main part connection structure

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