CN105967034B - Shorten remodeling method in moving sidewalk scene - Google Patents
Shorten remodeling method in moving sidewalk scene Download PDFInfo
- Publication number
- CN105967034B CN105967034B CN201610300508.2A CN201610300508A CN105967034B CN 105967034 B CN105967034 B CN 105967034B CN 201610300508 A CN201610300508 A CN 201610300508A CN 105967034 B CN105967034 B CN 105967034B
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- CN
- China
- Prior art keywords
- truss
- cut
- rule
- moving sidewalk
- epimere
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- 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.)
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B21/00—Kinds or types of escalators or moving walkways
- B66B21/02—Escalators
- B66B21/04—Escalators linear type
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B31/00—Accessories for escalators, or moving walkways, e.g. for sterilising or cleaning
Landscapes
- Road Paving Structures (AREA)
Abstract
Shorten remodeling method the invention discloses a kind of moving sidewalk scene, by being laid flat, centering, graticule, cutting, sleeve pipe, splicing, the processing step such as positioning and welding realized at the scene to the shortening of moving sidewalk transformation, transformation process is simple, it is easy to operate, hoisting depth and span are reduced after can moving sidewalk be transformed exactly, to adapt to the mounting condition after client changes, greatly reduce the improvement cost of client, improve transformation efficiency, it is to avoid transport moving sidewalk back the cost of transportation transformed in factory and the construction delay for thus resulting in.
Description
Technical field
Shorten remodeling method the present invention relates to moving sidewalk renovation technique, especially a kind of moving sidewalk scene.
Background technology
With the popularization of moving sidewalk, many shopping plazas are assembled with moving sidewalk at present, with the band that makes things convenient for customers
The upper and lower floor of shopping cart.This moving sidewalk needs to be customized in advance according to field of employment in a pre-installation, but real
After many clients have customized the moving sidewalk of certain hoisting depth and span in advance in life, for various reasons, it is necessary to change
Field of employment, that is to say, that by ready-made product, refilled after the product of another hoisting depth and span is changed to after disassembling
Get up, for example reduce the height of moving sidewalk and span.This transformation to moving sidewalk is if need existing
Completed in limited space and condition, then there is larger difficulty, generally requiring to transport product back workshop can just be carried out, in
It is to have resulted in the extra costs such as huge freight charges and inventory carrying cost, and expends substantial amounts of haulage time so that the transformation duration
It is more long.
Therefore, needing a kind of compact place in scene that can be used for of exploitation badly at present carries out the simple work transformed to moving sidewalk
Process, to reduce improvement cost, shortens the duration.
The content of the invention
In view of this, remodeling method is shortened the invention aims to a kind of moving sidewalk scene, for by necessarily
The moving sidewalk of hoisting depth and span shortens a segment length.
To reach above-mentioned purpose, remodeling method is shortened at a kind of moving sidewalk scene for providing of the invention, for by automatically
The tilting section of the truss on pavement shortens a segment length L, it is characterised in that comprise the following steps：
（1）It is laid flat：The truss of the moving sidewalk is placed on ground by holder,head, bracket at tail part and intermediate support
Face, makes its length direction of the tilting section of the truss be maintained at horizontal level；
（2）Centering：Coil holder in installing afterbody on the afterbody of the truss, in the front ground peace of the head of the truss
Coil holder in dress head, and coil holder restocking is set for the center in the truss pair in coil holder and the head in the afterbody
Line；
（3）Graticule：Spacing in the horizontal direction is marked respectively on the outside of the truss of the neck of the tilting section for rear point of L
Secant and preceding cut-off rule；
（4）Cutting：Cut by the rear cut-off rule and the preceding cut-off rule, the truss is divided under truss
Section, truss are cut section and truss epimere, and are taken the truss away and cut section, and the truss epimere is formed at the preceding cut-off rule
Upper split port, the truss hypomere forms lower split port at cut-off rule in the rear；
（5）Sleeve pipe：Packed into the truss pipe of the lower split port for truss frame for connecting epimere and the truss hypomere
Expose outside the lower split port internal lining pipe, the part of the internal lining pipe；
（6）Splicing：Keep the center line and the truss hypomere motionless, the movement truss epimere is near the truss
Hypomere, docks the truss hypomere and the truss epimere, and the internal lining pipe in the lower split port packs into described upper point
On scarfing in corresponding truss pipe, the lower split port and the upper split port is set to be close to splicing；
（7）Positioning：Adjust the truss epimere and reach the horizontal level consistent with the truss hypomere, and described in
Center line makes the truss epimere centering；
（8）Welding：The truss hypomere and the truss epimere are welded together in corresponding joint.
Wherein, step（2）In, center line is set up with pedal running track to being referred to as standard.
Preferably, step（3）In, the truss between cut-off rule and the preceding cut-off rule is provided for by section is cut in the rear
The truss is supported to be cut the Anti-fall support of section.Before cutting, remove truss cut the corresponding inside and outside cover plate of section, skirt panel, on
Lower floor's pedal；Epimere cable interface is pulled down, disk goes to hypomere.
Preferably, step（3）In, the preceding cut-off rule is included positioned at the preceding upper cut-off rule of top boom and positioned at lower boom
Front lower cut-off rule, the rear cut-off rule includes the rear upper cut-off rule and the rear lower cut-off rule positioned at lower boom positioned at top boom, institute
It is L to state the spacing between preceding upper cut-off rule and the rear upper cut-off rule, between the front lower cut-off rule and the rear lower cut-off rule
Spacing be L, it is described before upper cut-off rule and it is described after upper cut-off rule position and the front lower cut-off rule and it is described after lower segmentation
The position of line is staggered a segment distance in the horizontal direction.
Preferably, step（3）Also include：Measure the rear reference column on rear side of the rear cut-off rule and be located at described
The spacing M between preceding reference column on front side of preceding cut-off rule；The step（7）Also include：It is described rear with reference to vertical after measurement splicing
The spacing N of post and the preceding reference column so that N=M-L.
Preferably, the step（1）Also include：Optical level is set up on the outside of the middle part of the truss, conduct is set up
The tilting section of the truss adjusts the level reference referred to the horizontal level.
Wherein, step（3）Also include：After being transversely fixedly connected positioned at the rear side of the rear cut-off rule on the truss
Side anti-deformation process bar, front side anti-deformation process is transversely fixedly connected on the truss positioned at the front side of the preceding cut-off rule
Bar.
Preferably, step（5）In, the side of the internal lining pipe offers multiple plug welding holes, and institute is exposed in the internal lining pipe
Welding electrode in the plug welding hole of the part outside lower split port is stated, to prevent internal lining pipe during splicing from being touched into.
The present invention provide moving sidewalk scene shorten remodeling method, by being laid flat, centering, graticule, cutting, sleeve pipe,
The steps such as splicing, positioning and welding realize shortening transformation at the scene to moving sidewalk, and processing step is simple, operation side
Just, hoisting depth and span are reduced after moving sidewalk can be transformed exactly, to adapt to the mounting condition after client changes,
The improvement cost of client is greatly reduced, the transformation duration is shortened.
Brief description of the drawings
Fig. 1 is the front view of the truss before the moving sidewalk transformation in embodiment.
Fig. 2 is the front view of the improved truss of moving sidewalk in embodiment.
Fig. 3 is the front view before being cut in the moving sidewalk transformation process in embodiment.
Fig. 4 is the top view before being cut in the moving sidewalk transformation process in embodiment.
Fig. 5 is the front view after being cut in the moving sidewalk transformation process in embodiment.
Fig. 6 is the top view after being cut in the moving sidewalk transformation process in embodiment.
Fig. 7 is spliced front view in the moving sidewalk transformation process in embodiment.
Fig. 8 is spliced top view in the moving sidewalk transformation process in embodiment.
Specific embodiment
Following examples combination accompanying drawing is described in detail to specific embodiment of the invention.
Embodiment one
Fig. 1 to 8 is referred to, remodeling method is shortened at a kind of moving sidewalk scene, for by the truss 100 of moving sidewalk
Tilting section shorten a segment length L.As shown in figure 1, the horizontal span of truss 100 of the moving sidewalk before transformation is
31750mm, hoisting depth is 5676mm, and inclination segment length is 26459.09mm, and truss 100 is provided with 3 intermediate supports, in 3
Between support with truss under support level interval be respectively 7274mm, 15492mm and 23710mm.Because the environment installed changes,
By after calculating, it is necessary to the horizontal span of moving sidewalk is reduced into 2362mm, hoisting depth reduction 459mm.As shown in Fig. 2
Horizontal span is contracted to 29388mm, and hoisting depth is contracted to 5217mm, and 3 intermediate supports originally remove 1, and will be surplus
2 intermediate supports of remaininging are shifted, the level interval supported under 2 intermediate supports and truss be changed to respectively 9921mm and
19842mm.Accordingly, it would be desirable to the tilting section of moving sidewalk is cut away into segment length L=2405mm parts long at the scene, so
Spliced again afterwards.
Remodeling method is shortened at the moving sidewalk scene that the present embodiment is used, and comprises the following steps：
（1）It is laid flat
The truss 100 of moving sidewalk is placed on ground 200 by holder,head 1, bracket at tail part 2 and intermediate support 3,
Its length direction of the tilting section of truss 100 is set to be maintained at horizontal level.Wherein, the quantity of intermediate support 3 has 4, head
Support 1, bracket at tail part 2 and 4 intermediate supports 3 are all regulating heights, and each support has left and right fulcrum, each fulcrum
All using the pedal tread of its nearest neighbours or guide rail fagging face as measurement, monitor basic point.In order that transformation is more accurate, in truss
100 middle part outside sets up optical level 300, and foundation is adjusted to the horizontal level as the tilting section of truss 100 and carried out
The level reference 301 of reference, during being laid flat, the height of corresponding fulcrum is adjusted when being monitored with optical level 300, instead
The tilting section of truss 100 can be made horizontal level is accurately positioned after polyphony is whole.
（2）Centering
Coil holder 4 in installing afterbody on the afterbody of truss 100, in the front ground securement head of the head of truss 100
Coil holder 5, and set up on coil holder 5 in coil holder 4 and head in the afterbody for the center line 6 in truss 100 pairs.Center line 6 is stepping on
Plate running track sets up to being referred to as standard.
（3）Graticule
Spacing in the horizontal direction is marked respectively on the outside of the truss of the neck of the tilting section for the rear cut-off rule of L and preceding
Cut-off rule.
The truss between cut-off rule and the preceding cut-off rule is cut section 120 and is provided for supporting the truss quilt in the rear
Cut the Anti-fall support 7 of section 120.Before cutting, remove truss and cut the corresponding inside and outside cover plate of section 120, skirt panel, levels and step on
Plate；Epimere cable interface is pulled down, disk goes to hypomere.
Specifically, the preceding cut-off rule includes the preceding upper cut-off rule positioned at top boom and the front lower segmentation positioned at lower boom
Line, the rear cut-off rule includes the rear upper cut-off rule and the rear lower cut-off rule positioned at lower boom positioned at top boom, described first upper point
Spacing between secant and the rear upper cut-off rule is L=2405mm, between the front lower cut-off rule and the rear lower cut-off rule
Spacing is L=2405mm, it is described before upper cut-off rule and it is described after upper cut-off rule position and the front lower cut-off rule and it is described after under
The position of cut-off rule is staggered a segment distance in the horizontal direction, as shown in Figure 3.
Measure the rear reference column 111 and the preceding ginseng being located on front side of the preceding cut-off rule on rear side of the rear cut-off rule
The spacing M between column 131 is examined, M=2882mm in the present embodiment, this spacing M are used for being calculated after splicing.
Before cutting, the rear side positioned at the rear cut-off rule on truss 100 is transversely fixedly connected rear side anti-deformation process
Bar 112, the lower split port after preventing truss hypomere 110 from cutting deforms, positioned at the front side edge of the preceding cut-off rule on truss 100
Anti-deformation process bar 132 on front side of being laterally fixedly connected, the upper split port after preventing truss epimere 130 from cutting deforms, such as Fig. 3 and 4
It is shown.
（4）Cutting
Cut by the rear cut-off rule and the preceding cut-off rule, truss 100 is divided into truss hypomere 110, truss
Section 120 and truss epimere 130 are cut, and is taken away truss and cut section 120 and Anti-fall support 7, truss epimere 130 is in preceding segmentation
Form split port at line, truss hypomere 110 forms lower split port at cut-off rule in the rear, as illustrated in Figures 5 and 6.
（5）Sleeve pipe
The internal lining pipe for truss frame for connecting epimere 130 and truss hypomere 110 is packed into the truss pipe of the lower split port
8, the part of internal lining pipe 8 is exposed outside the lower split port.The side of internal lining pipe 8 offers multiple plug welding holes, in the liner
Pipe exposes welding electrode in the plug welding hole of the part outside the lower split port, to prevent internal lining pipe 8 during splicing from being touched into.
（6）Splicing
Keep center line 6 and truss hypomere 110 motionless, mobile truss epimere 130 near truss hypomere 110, under making truss
Section 110 and truss epimere 130 are docked, and the internal lining pipe 8 in the lower split port packs into corresponding purlin in the upper split port
In frame pipe, the lower split port and the upper split port is set to be close to splicing, after splicing as shown in FIG. 7 and 8.
（7）Positioning
After splicing, adjustment truss epimere 130 reaches the horizontal level consistent with truss hypomere 110, specifically, uses up
Learn spirit level adjustment truss epimere 130 and reach step（1）The level reference 301 surveyed.Then truss epimere is made with center line 6
130 centerings.Finally, the spacing N of spliced rear reference column 111 and preceding reference column 131 is measured, is adjusted to so that N=M-
L, i.e. 477mm=2882mm-2405mm.
（8）Welding
Finally, state truss hypomere 110 and truss epimere 130 welds together in corresponding joint.Then it is installed
His part, is installed to moving sidewalk architectural and connects power supply wiring and carry out trial operation.
The present embodiment realizes and the scene of moving sidewalk is shortened by using easy reforming technology and instrument and equipment
Transformation, greatly improves transformation efficiency, reduces improvement cost, it is to avoid moving sidewalk is transported back the transport transformed in factory into
Originally with the construction delay for thus resulting in.
The above embodiments merely illustrate the technical concept and features of the present invention, its object is to allow person skilled in the art
Scholar will appreciate that present disclosure and implement according to this that it is not intended to limit the scope of the present invention, all according to the present invention
The equivalent change or modification that Spirit Essence is made, should all be included within the scope of the present invention.
Claims (7)
1. remodeling method is shortened at a kind of moving sidewalk scene, for the tilting section of the truss of moving sidewalk to be shortened into one section long
Degree L, it is characterised in that comprise the following steps：
（1）It is laid flat：The truss of the moving sidewalk is placed on ground by holder,head, bracket at tail part and intermediate support,
Its length direction of the tilting section of the truss is set to be maintained at horizontal level；
（2）Centering：Coil holder in installing afterbody on the afterbody of the truss, in the front ground mounting head of the head of the truss
Coil holder in portion, and coil holder restocking is set for the center line in the truss pair in coil holder and the head in the afterbody；
（3）Graticule：It is the rear cut-off rule of L to mark spacing in the horizontal direction respectively on the outside of the truss of the neck of the tilting section
With preceding cut-off rule；
（4）Cutting：Cut by the rear cut-off rule and the preceding cut-off rule, the truss is divided into truss hypomere, purlin
Frame is cut section and truss epimere, and is taken the truss away and cut section, and the truss epimere is formed point at the preceding cut-off rule
Scarfing, the truss hypomere forms lower split port at cut-off rule in the rear；
（5）Sleeve pipe：The liner for truss frame for connecting epimere and the truss hypomere is packed into the truss pipe of the lower split port
Pipe, the part of the internal lining pipe is exposed outside the lower split port；
（6）Splicing：Keep the center line and the truss hypomere motionless, the movement truss epimere is under the truss
Section, docks the truss hypomere and the truss epimere, and the internal lining pipe in the lower split port packs into the upper segmentation
On mouth in corresponding truss pipe, the lower split port and the upper split port is set to be close to splicing；
（7）Positioning：Adjust the truss epimere and reach the horizontal level consistent with the truss hypomere, and use the center
Line makes the truss epimere centering；
（8）Welding：The truss hypomere and the truss epimere are welded together in corresponding joint.
2. remodeling method is shortened at moving sidewalk scene according to claim 1, it is characterised in that：Step（3）In, institute
The truss stated between rear cut-off rule and the preceding cut-off rule is cut the Anti-fall branch that section is provided for supporting the truss to be cut section
Frame.
3. remodeling method is shortened at moving sidewalk scene according to claim 1 and 2, it is characterised in that：Step（3）In,
The preceding cut-off rule includes the preceding upper cut-off rule and the front lower cut-off rule positioned at lower boom positioned at top boom, the rear cut-off rule bag
Include the rear upper cut-off rule positioned at top boom and the rear lower cut-off rule positioned at lower boom, the preceding upper cut-off rule and the rear upper segmentation
Spacing between line is L, the front lower cut-off rule and it is described after spacing between lower cut-off rule be L, it is described before upper cut-off rule and
After described the position of upper cut-off rule and the front lower cut-off rule and it is described after the position of lower cut-off rule stagger one in the horizontal direction
Segment distance.
4. remodeling method is shortened at moving sidewalk scene according to claim 1 and 2, it is characterised in that：Step（3）Also wrap
Include：Measure rear reference column on rear side of the rear cut-off rule and the preceding reference column being located on front side of the preceding cut-off rule it
Between spacing M；The step（7）Also include：The spacing N of the rear reference column and the preceding reference column after measurement splicing,
So that N=M-L.
5. remodeling method is shortened at moving sidewalk scene according to claim 1, it is characterised in that：The step（1）Also
Including：Optical level is set up on the outside of the middle part of the truss, foundation is adjusted to the water as the tilting section of the truss
Prosposition puts the level reference for being referred to.
6. remodeling method is shortened at moving sidewalk scene according to claim 1, it is characterised in that：Step（3）Also include：
Rear side positioned at the rear cut-off rule on the truss is transversely fixedly connected rear side anti-deformation process bar, on the truss
Front side anti-deformation process bar is transversely fixedly connected positioned at the front side of the preceding cut-off rule.
7. remodeling method is shortened at moving sidewalk scene according to claim 1, it is characterised in that：Step（5）In, it is described
The side of internal lining pipe offers multiple plug welding holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610300508.2A CN105967034B (en) | 2016-05-09 | 2016-05-09 | Shorten remodeling method in moving sidewalk scene |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610300508.2A CN105967034B (en) | 2016-05-09 | 2016-05-09 | Shorten remodeling method in moving sidewalk scene |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105967034A CN105967034A (en) | 2016-09-28 |
| CN105967034B true CN105967034B (en) | 2017-07-04 |
Family
ID=56991427
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610300508.2A Active CN105967034B (en) | 2016-05-09 | 2016-05-09 | Shorten remodeling method in moving sidewalk scene |
Country Status (1)
| Country | Link |
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| CN (1) | CN105967034B (en) |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2331556A1 (en) * | 1998-05-13 | 1999-11-18 | Herbert Reiners | Conveyor system for load-carrying carts |
| US6685002B1 (en) * | 2002-10-15 | 2004-02-03 | Kone Corporation | Method of escalator modernization |
| JP5348826B2 (en) * | 2005-02-17 | 2013-11-20 | インベンテイオ・アクテイエンゲゼルシヤフト | Lens device for integration into a wall, coupling housing and device integrated with a wall with lens device, method of installing the device, and transport equipment having the device |
| CN101759086B (en) * | 2008-12-25 | 2012-02-15 | 上海三菱电梯有限公司 | Equipment and method for overall installation of escalator step |
| CN103962693A (en) * | 2013-01-28 | 2014-08-06 | 昆山华德宝通力扶梯设备有限公司 | Metal active gas shielded arc welding process for escalator truss |
| CN203116641U (en) * | 2013-01-31 | 2013-08-07 | 昆山华德宝通力扶梯设备有限公司 | Escalator truss detecting tool |
| CN203513056U (en) * | 2013-09-17 | 2014-04-02 | 宁波宏大电梯有限公司 | Retractable staircase lower truss |
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2016
- 2016-05-09 CN CN201610300508.2A patent/CN105967034B/en active Active
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| CN105967034A (en) | 2016-09-28 |
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Effective date of registration: 20180428 Address after: 215122 28 Weixin Road, Suzhou Industrial Park, Suzhou, Jiangsu Patentee after: Jiangnan Jiajie Lift Co., Ltd., Jiangsu Address before: 215122 Weixin road 28, Suzhou Industrial Park, Jiangsu Province Patentee before: SJEC Corporation |
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