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CN206014216U - Big hoisting depth escalator - Google Patents

Big hoisting depth escalator Download PDF

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Publication number
CN206014216U
CN206014216U CN201620908549.5U CN201620908549U CN206014216U CN 206014216 U CN206014216 U CN 206014216U CN 201620908549 U CN201620908549 U CN 201620908549U CN 206014216 U CN206014216 U CN 206014216U
Authority
CN
China
Prior art keywords
truss
section
hoisting depth
lower boom
drive
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
CN201620908549.5U
Other languages
Chinese (zh)
Inventor
方林华
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.)
SUZHOU SCHNEIDER ELEVATOR Co Ltd
Original Assignee
SUZHOU SCHNEIDER ELEVATOR 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 SUZHOU SCHNEIDER ELEVATOR Co Ltd filed Critical SUZHOU SCHNEIDER ELEVATOR Co Ltd
Priority to CN201620908549.5U priority Critical patent/CN206014216U/en
Application granted granted Critical
Publication of CN206014216U publication Critical patent/CN206014216U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Escalators And Moving Walkways (AREA)

Abstract

The utility model discloses a kind of big hoisting depth escalator, truss includes that the tension section of the drive section on top, bottom, and the multi-segment structure section of centre, structural sections are connected by lower boom;The bottom of each lower boom is provided with bracing frame, and truss installa-tion is formed on cement support pier firm many supporting constructions by bracing frame;Connected by pull bar between supported on both sides frame;Drive section is internally provided with the frequency-conversion drive apparatus of the drive train of the vertical worm reducer band brake of employing of VVVF variable voltage controls.The utility model achieves the big hoisting depth of escalator by the truss of segmentation structure with reference to powerful frequency-conversion drive apparatus and operates steadily;And support steadiness is improve by the bracing frame being spaced;Simultaneously as employing the drive train of vertical worm reducer band brake, elastic filling substance partition method is used in conjunction between the rectangle steel construction of truss, it is to avoid the increase of noise.

Description

Big hoisting depth escalator
Technical field
The utility model is related to a kind of big hoisting depth escalator.
Background technology
In recent years, with the fast development of urban construction, subway, high ferro become a beautiful landscape of urban architecture, make For a kind of fast and easily vehicles, subway, the high-altitude escalator of high ferro platform have become a kind of and requisite have set Apply.Therefore, how to design bigger hoisting depth and run more stably escalator, the one kind for becoming escalator development becomes Gesture.
Utility model content
For solving above-mentioned technical problem, the utility model provides a kind of big hoisting depth escalator, including:
Truss, the truss is by bracing frame on cement support pier;
The truss includes the tension section of the drive section on top, bottom, and the multi-segment structure section of centre, the structural sections Connected by lower boom;
The bottom of each lower boom is provided with support frame as described above, the truss installa-tion is existed by support frame as described above Firm many supporting constructions are formed on the cement support pier;Connected by pull bar between the support frame as described above of both sides;
The drive section is internally provided with the frequency-conversion drive apparatus of VVVF variable voltage controls, and the frequency-conversion drive apparatus are using vertical The drive train of formula worm reducer band brake is reducing noise;
Wherein, angle of inclination is α=30 °;Nominal width Z1=1.0m;Normal speed V >=0.65m/s;Radius of curvature >= 2.0m;Move horizontally distance >=1.6m.
Wherein, the truss is made up of rectangle steel, and the rectangle steel gap of the truss is filled flexible acoustic material and enters one The noise that the step isolation frequency-conversion drive apparatus are produced.
Wherein, lower boom described in each group is connected by pull bar.
By above-mentioned technical proposal, the utility model combines powerful frequency-conversion drive apparatus by the truss of segmentation structure Achieve the big hoisting depth of escalator and operate steadily, hoisting depth is maximum up to 45m;And carried by the bracing frame being spaced High support steadiness;Simultaneously as the drive train of vertical worm reducer band brake is employed, in conjunction with the square of truss Elastic filling substance partition method is used between shape steel construction, it is to avoid the increase of noise.
Description of the drawings
Fig. 1 is the big hoisting depth moving staircase girders schematic diagram disclosed in the utility model embodiment.
In figure, numeral is represented:
11. drive section, 12. tension section, 13. structural sections, 14. lower boom
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out Clearly and completely describe.
With reference to Fig. 1, the big hoisting depth escalator that the utility model is provided, including:Truss, truss are pacified by bracing frame It is mounted on cement support pier;Truss includes the tension section 12 of the drive section 11, bottom on top, and the multi-segment structure section of centre 13, structural sections 13 are connected by lower boom 14;The bottom of each lower boom 14 is provided with bracing frame, by bracing frame by truss Firm many supporting constructions are formed on cement support pier;Connected by pull bar between supported on both sides frame;In drive section 11 Portion is provided with the frequency-conversion drive apparatus of VVVF variable voltage controls, and frequency-conversion drive apparatus are using vertical worm reducer band brake Drive train is reducing noise;Wherein, angle of inclination is α=30 °;Nominal width Z1=1.0m;Normal speed V >=0.65m/s; Radius of curvature >=2.0m;Move horizontally distance >=1.6m.
Wherein, truss is made up of rectangle steel, and the rectangle steel gap of truss is filled flexible acoustic material and further isolates change The noise that frequency driving means are produced;Each group of lower boom 14 is connected by pull bar further to improve structural stability.
The foregoing description of the disclosed embodiments, enables professional and technical personnel in the field to realize or new using this practicality Type.Multiple modifications of these embodiments will be apparent for those skilled in the art, determined herein The General Principle of justice can be realized in the case of without departing from spirit or scope of the present utility model in other embodiments.Cause This, the utility model is not intended to be limited to the embodiments shown herein, and is to fit to and principles disclosed herein The most wide scope consistent with features of novelty.

Claims (3)

1. a kind of big hoisting depth escalator, it is characterised in that include:
Truss, the truss is by bracing frame on cement support pier;
The truss includes that the tension section of the drive section on top, bottom, and the multi-segment structure section of centre, the structural sections pass through Lower boom connects;
The bottom of each lower boom is provided with support frame as described above, by support frame as described above by the truss installa-tion described Firm many supporting constructions are formed on cement support pier;Connected by pull bar between the support frame as described above of both sides;
The drive section is internally provided with the frequency-conversion drive apparatus of VVVF variable voltage controls, and the frequency-conversion drive apparatus adopt vertical snail The drive train of bar decelerator band brake;
Wherein, angle of inclination is α=30 °;Nominal width Z1=1.0m;Normal speed V >=0.65m/s;Radius of curvature >=2.0m; Move horizontally distance >=1.6m.
2. big hoisting depth escalator according to claim 1, it is characterised in that the truss is made up of rectangle steel, Fill flexible acoustic material in the rectangle steel gap of the truss.
3. big hoisting depth escalator according to claim 2, it is characterised in that lower boom described in each group passes through Pull bar connects.
CN201620908549.5U 2016-08-21 2016-08-21 Big hoisting depth escalator Expired - Fee Related CN206014216U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620908549.5U CN206014216U (en) 2016-08-21 2016-08-21 Big hoisting depth escalator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620908549.5U CN206014216U (en) 2016-08-21 2016-08-21 Big hoisting depth escalator

Publications (1)

Publication Number Publication Date
CN206014216U true CN206014216U (en) 2017-03-15

Family

ID=58250289

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620908549.5U Expired - Fee Related CN206014216U (en) 2016-08-21 2016-08-21 Big hoisting depth escalator

Country Status (1)

Country Link
CN (1) CN206014216U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112919293A (en) * 2021-03-15 2021-06-08 北京城建设计发展集团股份有限公司 Parallel arrangement structure of stairs and escalators of large lifting section in rail transit station

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112919293A (en) * 2021-03-15 2021-06-08 北京城建设计发展集团股份有限公司 Parallel arrangement structure of stairs and escalators of large lifting section in rail transit station

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170315

CF01 Termination of patent right due to non-payment of annual fee