CN105151981A - Anti-swing structure for support-free truss - Google Patents
Anti-swing structure for support-free truss Download PDFInfo
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- CN105151981A CN105151981A CN201510647658.6A CN201510647658A CN105151981A CN 105151981 A CN105151981 A CN 105151981A CN 201510647658 A CN201510647658 A CN 201510647658A CN 105151981 A CN105151981 A CN 105151981A
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- truss
- crossbeam
- cross beam
- swing structure
- channel
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Abstract
The invention discloses an anti-swing structure for a support-free truss. The anti-swing structure is installed on the truss of an escalator. The truss comprises a segmented cross beam provided with a plurality of cross beam bodies and a non-segmented cross beam provided with a plurality of cross beam bodies. The appearance of the anti-swing structure is designed to be in a Z shape. The anti-swing structure comprises steel channels and rectangular pipes. The steel channels are installed between the cross beam bodies of the segmented cross beam. The rectangular pipes are installed between the cross beam bodies of the non-segmented cross beam. Connecting steel plates are arranged at the ends of the cross beam bodies of the segmented cross beam. The steel channels and the corresponding cross beam bodies are connected and fixed together through connecting steel plate bolts. According to the anti-swing structure for the support-free truss, the steel channels and the rectangular pipes are arranged on the cross beams of the truss of the escalator, in this way, the strength and stability of the truss of the escalator with a large hoisting height are enhanced to a great extent, and swinging of the truss of the escalator and severer safety accidents are avoided; the anti-swing structure is simple on the whole and convenient to manufacture and install.
Description
technical field:
The present invention relates to a kind of large height staircase without the anti-swinging structure of sub-truss.
background technology:
Escalator is made up of the handrail of terraced road and both sides, its major part has step, conduction chain and sprocket wheel, guide track system, main transmission drive shaft, ladder road tightening device, handrail system, pecten, staircase skeleton and electric system etc., step forms ladder gradually after passenger entrance place moves horizontally, fade away close to entrance ladder, step moves horizontally once again, these motions are all by step main wheel, jockey pulley realizes along the walking of different step roller tracks respectively, the core component of escalator is two chains, they carry out cycle rotation around two pairs of gears, at staircase top, there is a direct motor drive transmission gear, to rotate chain ring, driving engine and chain system are all arranged in truss, staircase and girder is again main support and the load bearing component of staircase, and be a kind of staircase and girder type of large height without sub-truss, at megastore or station etc., this type staircase all can be used in multiple place at present, if but there is no midfoot support, can cause staircase steadiness and intensity poor, thus staircase entirety is caused to wave, may safety misadventure be there is in serious.
summary of the invention:
The technical problem to be solved in the present invention be to provide a kind of structure simple, install easy to make and effectively can strengthen the anti-swinging structure of truss of staircase bulk strength and steadiness.
For solving the problem, the present invention is achieved by the following technical solutions:
A kind of without the anti-swinging structure of sub-truss, be installed on the truss of staircase, described truss comprises the segmentation place crossbeam and non-segmentation place crossbeam with many crossbeams, the Z-shaped appearance design of described anti-swinging structure, comprise channel-section steel and rectangular tube, described channel-section steel is installed between the crossbeam of described segmentation place crossbeam, described rectangular tube is installed between the crossbeam of described non-segmentation place crossbeam, be provided with junction steel plate in the end of the crossbeam of described segmentation place crossbeam, be connected and fixed by junction steel plate bolt between described channel-section steel and crossbeam.
As preferably, the junction steel plate on the crossbeam of described segmentation place crossbeam shifts to install.
As preferably, be welded and fixed between described junction steel plate and beam-end.
As preferably, length and width, the thickness of described junction steel plate are respectively 200mm, 200mm, 15mm.
As preferably, described channel-section steel is 12# channel-section steel.
As preferably, the length and width degree of the square-section of described rectangular tube is respectively 80mm, 80mm, and its thickness of pipe is 4mm.
Compared with prior art, usefulness of the present invention is: this without the anti-swinging structure of sub-truss, adopt and channel-section steel and rectangular tube are set on the crossbeam of staircase and girder, thus largely on enhance intensity and the steadiness of large hoisting depth staircase and girder, staircase and girder is avoided to wave and more serious safety misadventure, and overall simple, fabrication and installation are convenient, are thus applicable to applying.
accompanying drawing illustrates:
Below in conjunction with accompanying drawing, the present invention is further described:
Fig. 1 is the Facad structure schematic diagram of the present invention when being installed on crossbeam;
In figure: 1, crossbeam 11, segmentation place crossbeam 12, non-segmentation place crossbeam 2, channel-section steel 3, rectangular tube 4, junction steel plate
detailed description of the invention:
Describe the present invention below in conjunction with the drawings and the specific embodiments:
The present invention is a kind of without the anti-swinging structure of sub-truss, as shown in Figure 1, be installed on the truss of staircase, described truss comprises the segmentation place crossbeam 11 and non-segmentation place crossbeam 12 with many crossbeams 1, the Z-shaped appearance design of described anti-swinging structure, comprise channel-section steel 2 and rectangular tube 3, described channel-section steel 2 is installed between the crossbeam 1 of described segmentation place crossbeam 11, described rectangular tube 2 is installed between the crossbeam 1 of described non-segmentation place crossbeam 12, junction steel plate 4 is provided with in the end of the crossbeam 1 of described segmentation place crossbeam 11, preferably, for convenience of installing and strengthening the steadiness of structure, be welded and fixed between described junction steel plate 4 and crossbeam 1 end, be connected and fixed by junction steel plate 4 bolt between described channel-section steel 2 and crossbeam 1, thus more can strengthen the steadiness of described truss integral framework and be convenient to installation and the dismounting of channel-section steel 2, more convenient and quicker is installed, save artificial and improve installation effectiveness, junction steel plate 4 on the crossbeam 1 of described segmentation place crossbeam 11 shifts to install, thus Z-type appearance structure can be formed when described crossbeam 1 is connected with channel-section steel 2, more be conducive to the steadiness improving truss integral structure, in addition, preferably, the length of described junction steel plate 4, wide, thickness is respectively 200mm, 200mm, 15mm, described channel-section steel 2 is 12# channel-section steel, the length of the square-section of described rectangular tube 3, width is respectively 80mm, 80mm, its thickness of pipe is 4mm, thus by selecting channel-section steel 2 and the rectangular tube 3 of suitable dimension and profile, while the overall truss intensity of guarantee and steadiness, can also save and make material and cost, therefore, above-mentioned this without the anti-swinging structure of sub-truss, adopt and channel-section steel and rectangular tube are set on the crossbeam of staircase and girder, thus largely on enhance intensity and the steadiness of large hoisting depth staircase and girder, staircase and girder is avoided to wave and more serious safety misadventure, and overall simple, fabrication and installation are convenient, be applicable to penetration and promotion.
It is emphasized that: be only preferred embodiment of the present invention above, not any pro forma restriction is done to the present invention, every above embodiment is done according to technical spirit of the present invention any simple modification, equivalent variations and modification, all still belong in the scope of technical solution of the present invention.
Claims (6)
1. one kind without the anti-swinging structure of sub-truss, be installed on the truss of staircase, described truss comprises the segmentation place crossbeam (11) and non-segmentation place crossbeam (12) with many crossbeams (1), it is characterized in that: the Z-shaped appearance design of described anti-swinging structure, comprise channel-section steel (2) and rectangular tube (3), described channel-section steel (2) is installed between the crossbeam (1) of described segmentation place crossbeam (11), described rectangular tube (3) is installed between the crossbeam (1) of described non-segmentation place crossbeam (12), junction steel plate (4) is provided with in the end of the crossbeam (1) of described segmentation place crossbeam (11), be connected and fixed by junction steel plate (4) bolt between described channel-section steel (2) and crossbeam (1).
2. according to claim 1 without the anti-swinging structure of sub-truss, it is characterized in that: the junction steel plate (4) on the crossbeam (1) of described segmentation place crossbeam (11) shifts to install.
3. according to claim 1 without the anti-swinging structure of sub-truss, it is characterized in that: be welded and fixed between described junction steel plate (4) and crossbeam (1) end.
4. according to claim 1 without the anti-swinging structure of sub-truss, it is characterized in that: length and width, the thickness of described junction steel plate (4) are respectively 200mm, 200mm, 15mm.
5. according to claim 1 without the anti-swinging structure of sub-truss, it is characterized in that: described channel-section steel (2) is 12# channel-section steel.
6. according to claim 1 without the anti-swinging structure of sub-truss, it is characterized in that: the length and width degree of the square-section of described rectangular tube (3) is respectively 80mm, 80mm, its thickness of pipe is 4mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510647658.6A CN105151981A (en) | 2015-10-09 | 2015-10-09 | Anti-swing structure for support-free truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510647658.6A CN105151981A (en) | 2015-10-09 | 2015-10-09 | Anti-swing structure for support-free truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105151981A true CN105151981A (en) | 2015-12-16 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510647658.6A Pending CN105151981A (en) | 2015-10-09 | 2015-10-09 | Anti-swing structure for support-free truss |
Country Status (1)
| Country | Link |
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| CN (1) | CN105151981A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200951921Y (en) * | 2006-09-19 | 2007-09-26 | 西子奥的斯电梯有限公司 | Staircase honing supporter |
| CN101224842A (en) * | 2008-02-04 | 2008-07-23 | 苏州江南嘉捷电梯股份有限公司 | Large-span moving staircase girders and Large-span moving staircase formed thereby |
| JP2011241078A (en) * | 2010-05-20 | 2011-12-01 | Toshiba Elevator Co Ltd | Truss of escalator |
| CN102398840A (en) * | 2011-11-28 | 2012-04-04 | 江南嘉捷电梯股份有限公司 | Metal framework structure for escalator |
| CN103848327A (en) * | 2014-03-17 | 2014-06-11 | 苏州杰富电梯有限公司 | Escalator for ship |
| CN104355213A (en) * | 2014-11-06 | 2015-02-18 | 康力电梯股份有限公司 | Truss reinforcing device |
| CN204958103U (en) * | 2015-10-09 | 2016-01-13 | 康力电梯股份有限公司 | No bracing truss anti -swing puts structure |
-
2015
- 2015-10-09 CN CN201510647658.6A patent/CN105151981A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200951921Y (en) * | 2006-09-19 | 2007-09-26 | 西子奥的斯电梯有限公司 | Staircase honing supporter |
| CN101224842A (en) * | 2008-02-04 | 2008-07-23 | 苏州江南嘉捷电梯股份有限公司 | Large-span moving staircase girders and Large-span moving staircase formed thereby |
| JP2011241078A (en) * | 2010-05-20 | 2011-12-01 | Toshiba Elevator Co Ltd | Truss of escalator |
| CN102398840A (en) * | 2011-11-28 | 2012-04-04 | 江南嘉捷电梯股份有限公司 | Metal framework structure for escalator |
| CN103848327A (en) * | 2014-03-17 | 2014-06-11 | 苏州杰富电梯有限公司 | Escalator for ship |
| CN104355213A (en) * | 2014-11-06 | 2015-02-18 | 康力电梯股份有限公司 | Truss reinforcing device |
| CN204958103U (en) * | 2015-10-09 | 2016-01-13 | 康力电梯股份有限公司 | No bracing truss anti -swing puts structure |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20151216 |
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| WD01 | Invention patent application deemed withdrawn after publication |