CN208790979U - A kind of Anti-seismic elevator shaft steel frame construction - Google Patents
A kind of Anti-seismic elevator shaft steel frame construction Download PDFInfo
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- CN208790979U CN208790979U CN201821208498.0U CN201821208498U CN208790979U CN 208790979 U CN208790979 U CN 208790979U CN 201821208498 U CN201821208498 U CN 201821208498U CN 208790979 U CN208790979 U CN 208790979U
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- elevator shaft
- connecting plate
- steel frame
- frame construction
- shaft steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 49
- 239000010959 steel Substances 0.000 title claims abstract description 49
- 238000010276 construction Methods 0.000 title claims abstract description 41
- 238000013016 damping Methods 0.000 claims abstract description 23
- 230000007704 transition Effects 0.000 claims abstract description 20
- 238000009826 distribution Methods 0.000 claims abstract description 8
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 10
- 239000003351 stiffener Substances 0.000 claims description 4
- 230000035939 shock Effects 0.000 abstract description 8
- 238000000034 method Methods 0.000 abstract description 7
- 238000003466 welding Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 description 12
- 238000010586 diagram Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 229910000851 Alloy steel Inorganic materials 0.000 description 1
- 230000001133 acceleration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
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- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
Abstract
The utility model belongs to elevator mounting structure technical field, particularly relate to a kind of Anti-seismic elevator shaft steel frame construction, primarily to providing a kind of novel Anti-seismic elevator shaft steel frame construction, the whole anti-knock shock resistance performance of the effective elevator shaft steel frame construction for improving extraneous arrangement, the Anti-seismic elevator shaft steel frame construction includes the vertical stringer of multiple arrangement distributions perpendicular to the ground, distribution is provided with connecting cross beam between vertical stringer, longitudinal transition splicing block is provided between the vertical stringer being adjacently positioned from top to bottom, it is connected by cross transition splicing block between the both ends of each connecting cross beam and vertical stringer, in bottom, the bottom of the vertical stringer of setting is provided with adjustable damping device, the Anti-seismic elevator shaft steel frame construction, not only effectively reduce elevator shaft steel frame construction High altitude operation welding procedure, and the quality stability energy of elevator shaft steel construction is effectively raised, improve the economic benefit of enterprise.
Description
Technical field
The utility model belongs to elevator mounting structure technical field；Particularly relate to a kind of Anti-seismic elevator shaft steel
Frame structure.
Background technique
Elevator refers to power drive, using the cabinet of rigid guideway operation or along the step of line operation, carries out
Lifting or the electromechanical equipment for transporting people, cargo in parallel；Elevator is generally made of computer room, hoistway, carriage and the big position of stop four,
Usually there are traction system, guidance system, compartment system, door system, weight balancing system, driving system in the system function of elevator
The big system of system, control system and safety system etc. eight is constituted；The arrangement installation of elevator shaft is usually according to elevator selection
Come what is determined, elevator rail and counterweight track are installed on elevator shaft wall, and reserved door opening installs elevator door, in elevator
Well headroom installs elevator(lift) machine room；As becoming increasingly popular for elevator device easily needs with production and living, original setting is built
It builds and is not provided with elevator device and elevator shaft arragement construction in object or structures, thus need in building or structures
New elevator shaft structure is arranged in outer end, is used to installation settings elevator system, since the elevator shaft is needed in building
Outside be configured, so the installation effectiveness and quality stability to elevator shaft can on made higher requirement,
Simultaneously because the extraneous setting of elevator shaft, also has more strict requirements for the whole anti-seismic performance of elevator shaft.
Summary of the invention
The goal of the invention of the utility model:
Mainly to provide a kind of novel Anti-seismic elevator shaft steel frame construction, not only effectively improve outside building
The installation effectiveness for installing hoistway operation effectively reduces the high altitude operation welding procedure of elevator shaft steel frame construction, and effectively
The extraneous arrangement of raising elevator shaft steel frame construction whole anti-knock shock resistance performance, it is effective to improve elevator shaft steel construction
Quality stability energy, while the labor intensity of worker can be greatly reduced, reduces the production cost of enterprise, improve the economy of enterprise
Benefit.
The technical solution of the utility model are as follows:
A kind of Anti-seismic elevator shaft steel frame construction is provided, including the vertical vertical of multiple arrangement distributions perpendicular to the ground
Beam, distribution is provided with connecting cross beam between vertical stringer, is provided between the vertical stringer being adjacently positioned from top to bottom vertical
To transition splicing block, it is connected by cross transition splicing block between the both ends of each connecting cross beam and vertical stringer,
The bottom of the vertical stringer of bottom setting is provided with adjustable damping device.
Longitudinal transition splicing block includes the upper junction plate and lower connecting plate for being of an L-shaped structure setting, upper junction plate and
The sectional dimension of lower connecting plate is less than the sectional dimension of vertical stringer, and upper junction plate and lower connecting plate are inserted into are adjacently positioned respectively
Upper longitudinal beam and lower rail inner, be respectively arranged on upper junction plate and lower connecting plate and be mutually matched corresponding interconnecting hole,
It is respectively arranged in the upper longitudinal beam being adjacently positioned and lower stringer corresponding with the interconnecting hole on upper junction plate and lower connecting plate
Matched outer connecting hole is provided with clamping screw one between interconnecting hole and outer connecting hole.
The cross transition splicing block includes the first connecting plate parallel with vertical stringer and being welded and fixed, first
The top of connecting plate is provided with second connecting plate perpendicular with it, is provided in the lateral ends of the second connecting plate and connects with second
The perpendicular third connecting plate of fishplate bar is provided with consolidating of being connected with connecting cross beam on the second connecting plate and third connecting plate
Determine connecting hole, clamping screw two is provided in fixedly connected hole.
The adjustable damping device includes the damping pedestal of enclosed construction arrangement, is set on the top of damping pedestal
It is equipped with the top end transverse member being mutually welded and fixed with vertical stringer, the lower end being fixedly connected with the ground is provided in the lower part of damping pedestal
Beam is provided with vertically arranged first column and the second column between top end transverse member and bottom end rail, vertical in the first column and second
The lower part of top end transverse member is provided with MR damper between column, and MR damper is connected by the block one that is rigidly connected with top end transverse member
It connects, the lower part of MR damper is additionally provided with the type steel support of isosceles trapezoidal structure between the first column and the second column
Frame, MR damper are connected with shape steel support by the block two that is rigidly connected, are additionally provided in the bottom of shape steel support
Be rigidly connected block three, and column footing of the block three respectively with the first column and the second column that be rigidly connected is connected and fixed.
Be also respectively provided with controller and sensor on bottom end rail, controller by connecting wire respectively at sensor and
MR damper is connected.
Stiffener plate is additionally provided between the first connecting plate and the second connecting plate.
The bottom end rail is fixedly connected with the ground by antidetonation foundation bolt.
The beneficial effects of the utility model are:
The Anti-seismic elevator shaft steel frame construction of the structure setting not only effectively raises and installs hoistway outside building
The installation effectiveness of operation, effectively reduces the high altitude operation welding procedure of elevator shaft steel frame construction, and effectively improves
The whole anti-knock shock resistance performance of the elevator shaft steel frame construction of extraneous arrangement, effectively raises elevator shaft steel construction
Quality stability energy, while the labor intensity of worker is greatly reduced, the production cost of enterprise is reduced, enterprise is improved
Economic benefit.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the structural schematic diagram that the vertical stringer of the utility model connects；
Fig. 3 is the structural schematic diagram of the cross transition splicing block of the utility model；
Fig. 4 is the structural schematic diagram of the adjustable damping device of the utility model.
In figure；1 is vertical stringer；2 be connecting cross beam；3 be longitudinal transition splicing block；4 be cross transition splicing block；5 are
Adjustable damping device；6 be upper junction plate；7 be lower connecting plate；8 be upper longitudinal beam；9 be lower stringer；10 be interconnecting hole；
11 be outer connecting hole；12 be clamping screw one；13 be the first connecting plate；14 be the second connecting plate；15 be third connecting plate, and 16 are
Fixedly connected hole；17 be clamping screw two；18 be damping pedestal；19 be top end transverse member；20 be bottom end rail；21 be the first column；22
For the second column；23 be MR damper；24 be rigid connection block one；25 be shape steel support；26 be rigid connection block two；
27 be rigid connection block three；28 be controller；29 be sensor；30 be stiffener plate；31 be antidetonation foundation bolt.
Specific embodiment
Specific embodiment of the present utility model is described in detail below in conjunction with attached drawing.
As shown in figures 1-4, a kind of Anti-seismic elevator shaft steel frame construction, including multiple arrangements perpendicular to the ground are provided
The vertical stringer 1 of distribution, distribution is provided with connecting cross beam 2 between vertical stringer, vertical vertical what is be adjacently positioned from top to bottom
It is provided with longitudinal transition splicing block 3 between beam, passes through cross transition between the both ends of each connecting cross beam and vertical stringer
Splicing block 4 is connected, and in bottom, the bottom of the vertical stringer of setting is provided with adjustable damping device 5.
Longitudinal transition splicing block includes the upper junction plate 6 and lower connecting plate 7 for being of an L-shaped structure setting, upper junction plate
It is less than the sectional dimension of vertical stringer with the sectional dimension of lower connecting plate, and upper junction plate and lower connecting plate are inserted into adjacent cloth respectively
Inside the upper longitudinal beam 8 set and lower stringer 9, it is respectively arranged on upper junction plate and lower connecting plate and is mutually matched corresponding interior connection
Hole 10 is respectively arranged with and the interconnecting hole phase on upper junction plate and lower connecting plate in the upper longitudinal beam being adjacently positioned and lower stringer
The outer connecting hole 11 of Corresponding matching is provided with clamping screw 1 between interconnecting hole and outer connecting hole.
The cross transition splicing block includes the first connecting plate 13 parallel with vertical stringer and being welded and fixed,
The top of one connecting plate is provided with second connecting plate 14 perpendicular with it, is provided with and the in the lateral ends of the second connecting plate
The perpendicular third connecting plate 15 of two connecting plates, is provided on the second connecting plate and third connecting plate and is connected with connecting cross beam
The fixedly connected hole 16 connect, is provided with clamping screw 2 17 in fixedly connected hole.
The adjustable damping device includes the damping pedestal 18 of enclosed construction arrangement, on the top of damping pedestal
It is provided with the top end transverse member 19 being mutually welded and fixed with vertical stringer, in the case where the lower part of damping pedestal is provided with and is fixedly connected with the ground
End carriage 20 is provided with vertically arranged first column 21 and the second column 22, in the first column between top end transverse member and bottom end rail
And second the lower part of top end transverse member between column be provided with MR damper 23, MR damper passes through rigid connection block 1
It is connected with top end transverse member, the lower part of MR damper is additionally provided with isosceles trapezoidal structure between the first column and the second column
Shape steel support 25, MR damper by be rigidly connected block 2 26 be connected with shape steel support, in shape steel support
Bottom be additionally provided with rigid connection block 3 27, rigid connection block three connect respectively with the column footing of the first column and the second column
It is fixed.
Controller 28 and sensor 29 are also respectively provided on bottom end rail, controller is by connecting wire respectively at sensing
Device is connected with MR damper.
Stiffener plate 30 is additionally provided between the first connecting plate and the second connecting plate.
The bottom end rail is fixedly connected with the ground by antidetonation foundation bolt 31.
The shock resistance elevator shaft steel frame construction of the structure setting carries out vertical stringer during installation first
Connection installation, vertical stringer are set as be arranged symmetrically four, and longitudinal transition is provided between the vertical stringer being adjacently positioned and is spelled
Block is connect, which is inserted into upper longitudinal beam by the upper junction plate that L-type structure is arranged, the lower company being arranged by L-type structure
Fishplate bar is inserted into lower stringer, is respectively arranged on upper junction plate and lower connecting plate and is mutually matched corresponding interconnecting hole, in phase
Matching corresponding with the interconnecting hole on upper junction plate and lower connecting plate is respectively arranged on the upper longitudinal beam of neighbour's arrangement and lower stringer
Outer connecting hole, be then locked respectively by interconnecting hole and outer connecting hole by high strength locking bolts one, thus side
Just the connection installation of vertical stringer is efficiently completed；Then spliced by cross transition splicing block between connecting cross beam and vertical stringer
It completes, wherein passes through high-intensitive locking screw between the second connecting plate and third connecting plate and connecting cross beam of cross transition splicing block
Bolt two is fixedly mounted, first connecting plate is directly welded and fixed with vertical stringer in steel construction prefabrication process, connecting plate one, connection
The alloy steel member that plate two and connecting plate three are arranged using integral structure；The vertical stringer of above-mentioned elevator shaft steel frame construction and
Connecting cross beam is quick and easy for installation, effectively avoids the high altitude operation welding procedure of elevator shaft steel frame construction, thus
The labor intensity for greatly reducing worker improves the installation effectiveness of steel frame construction；In vertical stringer bottom, setting is adjustable
Damping device is saved, effectively using the closed rigidity between top end transverse member, bottom end rail and the first column and the second column
Connection structure, the impact endurance test shock that hoistway steel frame construction generates are converted directly into the displacement of adjustable dampers, velocity and acceleration,
It is directly delivered on bottom end rail by rigid connection block one, rigid connection block two and rigid connection block three, thus effective reality
The anti-knock shock resistance function of having showed hoistway steel frame construction is effectively guaranteed the lifting stationary performance of elevator, sets on bottom end rail
The controller and sensor set, controller can effectively obtain hoistway steel frame construction according to sensor and be transmitted to bottom bottom end rail
Impact endurance test shock frequency, controller select suitable electric current according to the power and characteristic of the impact signal, are inputted by connecting wire
Into MR damper, to change the size of damping, the adjustable damping function of the system is realized；The structure setting resists
Shake type elevator shaft steel frame construction not only effectively raises the installation effectiveness of installation hoistway operation outside building, effectively
The high altitude operation welding procedure of elevator shaft steel frame construction is reduced, and effectively raises the elevator shaft steel of extraneous arrangement
The whole anti-knock shock resistance performance of frame structure effectively raises the quality stability energy of elevator shaft steel construction, while greatly
The labor intensity for reducing worker, reduce the production cost of enterprise, improve the economic benefit of enterprise.
Claims (7)
1. a kind of Anti-seismic elevator shaft steel frame construction, the vertical stringer including multiple arrangement distributions perpendicular to the ground, vertical
Distribution is provided with connecting cross beam between stringer, it is characterised in that: is provided between the vertical stringer being adjacently positioned from top to bottom
Longitudinal transition splicing block, is connected by cross transition splicing block between the both ends of each connecting cross beam and vertical stringer,
In bottom, the bottom of the vertical stringer of setting is provided with adjustable damping device.
2. a kind of Anti-seismic elevator shaft steel frame construction according to claim 1, it is characterised in that: longitudinal transition
Splicing block includes the upper junction plate and lower connecting plate for being of an L-shaped structure setting, and the sectional dimension of upper junction plate and lower connecting plate is less than
The sectional dimension of vertical stringer, and upper junction plate and lower connecting plate are inserted into the upper longitudinal beam being adjacently positioned and lower rail inner respectively,
It is respectively arranged on upper junction plate and lower connecting plate and is mutually matched corresponding interconnecting hole, in the upper longitudinal beam being adjacently positioned under
It is respectively arranged with matched outer connecting hole corresponding with the interconnecting hole on upper junction plate and lower connecting plate on stringer, connects inside
Clamping screw one is provided between hole and outer connecting hole.
3. a kind of Anti-seismic elevator shaft steel frame construction according to claim 1, it is characterised in that: the cross transition
Splicing block includes the first connecting plate parallel with vertical stringer and being welded and fixed, the top of the first connecting plate be provided with and its
The second perpendicular connecting plate is provided with the third perpendicular with the second connecting plate in the lateral ends of the second connecting plate and connect
Plate is provided with the fixedly connected hole being connected with connecting cross beam on the second connecting plate and third connecting plate, is being fixedly connected
Clamping screw two is provided in hole.
4. a kind of Anti-seismic elevator shaft steel frame construction according to any one of claim 1 to 3, it is characterised in that: institute
The adjustable damping device stated include enclosed construction arrangement damping pedestal, the top of damping pedestal be provided with it is vertical
The top end transverse member that stringer is mutually welded and fixed is provided with the bottom end rail being fixedly connected with the ground in the lower part of damping pedestal, in top end transverse member
Vertically arranged first column and the second column are provided between bottom end rail, the top end transverse member between the first column and the second column
Lower part be provided with MR damper, MR damper is connected by the block one that is rigidly connected with top end transverse member, is stood first
The lower part of MR damper is additionally provided with the shape steel support of isosceles trapezoidal structure, magnetorheological damping between column and the second column
Device is connected by the block two that is rigidly connected with shape steel support, is additionally provided with rigid connection block three in the bottom of shape steel support,
Column footing of the block three respectively with the first column and the second column that be rigidly connected is connected and fixed.
5. a kind of Anti-seismic elevator shaft steel frame construction according to claim 4, it is characterised in that: also divide on bottom end rail
It is not provided with controller and sensor, controller is connected respectively at sensor with MR damper by connecting wire.
6. a kind of Anti-seismic elevator shaft steel frame construction according to claim 1, it is characterised in that: in the first connecting plate and
Stiffener plate is additionally provided between second connecting plate.
7. a kind of Anti-seismic elevator shaft steel frame construction according to claim 4, it is characterised in that: the bottom end rail is logical
Antidetonation foundation bolt is crossed to be fixedly connected with the ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821208498.0U CN208790979U (en) | 2018-07-28 | 2018-07-28 | A kind of Anti-seismic elevator shaft steel frame construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821208498.0U CN208790979U (en) | 2018-07-28 | 2018-07-28 | A kind of Anti-seismic elevator shaft steel frame construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208790979U true CN208790979U (en) | 2019-04-26 |
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ID=66203711
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821208498.0U Expired - Fee Related CN208790979U (en) | 2018-07-28 | 2018-07-28 | A kind of Anti-seismic elevator shaft steel frame construction |
Country Status (1)
| Country | Link |
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| CN (1) | CN208790979U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111824913A (en) * | 2020-07-24 | 2020-10-27 | 中国矿业大学 | Magnetorheological type cage guide and cage guide beam connecting structure and mine shaft equipment |
| CN112027861A (en) * | 2020-09-10 | 2020-12-04 | 简江华 | Vertical column of ladder well steel frame and ladder well steel frame |
| CN113152842A (en) * | 2021-04-29 | 2021-07-23 | 河南振洲钢结构工程有限公司 | Elevator well of adjustable installation |
-
2018
- 2018-07-28 CN CN201821208498.0U patent/CN208790979U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111824913A (en) * | 2020-07-24 | 2020-10-27 | 中国矿业大学 | Magnetorheological type cage guide and cage guide beam connecting structure and mine shaft equipment |
| CN112027861A (en) * | 2020-09-10 | 2020-12-04 | 简江华 | Vertical column of ladder well steel frame and ladder well steel frame |
| CN113152842A (en) * | 2021-04-29 | 2021-07-23 | 河南振洲钢结构工程有限公司 | Elevator well of adjustable installation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190426 |
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| CF01 | Termination of patent right due to non-payment of annual fee |