CN106006330A - Passenger conveyor - Google Patents
Passenger conveyor Download PDFInfo
- Publication number
- CN106006330A CN106006330A CN201610133642.8A CN201610133642A CN106006330A CN 106006330 A CN106006330 A CN 106006330A CN 201610133642 A CN201610133642 A CN 201610133642A CN 106006330 A CN106006330 A CN 106006330A
- Authority
- CN
- China
- Prior art keywords
- framework
- passenger conveyors
- floor member
- truss frame
- floor
- 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.)
- Pending
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B23/00—Component parts of escalators or moving walkways
Abstract
The invention provides a passenger conveyor. The passenger conveyor can use a simple structure to extend the overlap amount of a truss frame on a building structure. In a passenger conveyor, which is arranged on the terminal part of the truss frame (2) of a building structure and comprises bearing angle iron (3), a added frame (14), which is used to ensure that an overlap amount (W2) is greater than the overlap weight (W1), is arranged. One end of the added frame (14) is arranged on the main chord rod (2d) of the truss frame (2), and the other end of the added frame is arranged on the ground (F1b), where the building structure has been completed.
Description
Technical field
The present invention relates to passenger conveyors.
Background technology
Sometimes through removing old original passenger conveyors and arranging in same place and newly set passenger conveyors
The renovation carrying out passenger conveyors is built.Further, as renovation method of construction, such as JP 2013-67461
As number publication (patent documentation 1) is described, there is following method: when removing original passenger conveyors,
Retain the most original truss frame of its truss frame and do not remove, arrange in original truss frame and newly set passenger's biography
That send machine newly sets truss frame.
Prior art literature
Patent documentation
Patent documentation 1: JP 2013-67461 publication
Summary of the invention
Invention to solve the technical problem that
But, the above-mentioned conveyer described in patent documentation 1 uses following structure when renovation is built:
The truss frame newly setting passenger conveyors is set in the accommodation space of original truss frame of original passenger conveyors
Frame, carries original supporting angle steel of original truss frame on building adapting table, and at this original bearing angle
Carry on steel newly set truss frame newly set supporting angle steel.Therefore, renovation the most substantially follows original after building
The earthquake resistant level that passenger conveyors has.But, with the violent earthquake of last time for opportunity to passenger conveyors
Shock resistance is strengthened, and passenger conveyors carries out renovation when building, it is desirable to become following passenger conveyors:
At least make the lap between supporting angle steel and building adapting table bigger than the lap of original passenger conveyors,
Even if in the case of between the story drift bigger because of earth shock generation, building girder, size stretches relatively greatly,
Truss frame also will not fall, and shock resistance can be made to improve.
On the other hand, it is also contemplated for original supporting angle steel from original truss frame terminal part when renovation is built
Remove, arrange and there is newly setting of the lap bigger than the lap between original supporting angle steel and building adapting table
Supporting angle steel, but, need to carry out special processing in original truss frame side, therefore at operability and cost
On more difficult carry out, and general the most as shown in Figure 10, building adapting table F1a and original supporting angle steel 3
The size that lap matches, therefore to arrange there is bigger lap newly set supporting angle steel, need
Removing a part for building construction side, this can bring the biggest burden to be difficult to client.
The present invention obtains according to the actual state of above-mentioned prior art, and its object is to offer can be with letter
Easy structure extends the truss frame passenger conveyors to the lap of building construction.
For solving the means of technical problem
In order to reach described purpose, it is a feature of the present invention that the truss frame of erection on building construction
Two terminal parts include in the passenger conveyors of supporting angle steel, are provided with for guaranteeing than described supporting angle steel and described
The additional framework of the lap that lap between building construction is big, a side of this additional framework is arranged on institute
State on the main chord of truss frame, and the opposing party's placing is on the completion ground of described building construction.
Invention effect
According to the present invention, by being provided for ensuring that ratio is between described supporting angle steel and described building construction
The additional framework of the lap that lap is big, a side of this additional framework is arranged on the main chord of truss frame,
And the opposing party's placing is on the completion ground of building construction such that it is able to extend building by easy structure
Build the lap of structure, it is possible to try hard to improve with short time and low cost the shock resistance of passenger conveyors.
Accompanying drawing explanation
Fig. 1 is the side view of the first embodiment of the passenger conveyors representing the present invention.
Fig. 2 is the structure chart of the brief configuration of the passenger conveyors of the first embodiment representing the application present invention.
Fig. 3 is the side view of the second embodiment of the passenger conveyors representing the present invention.
Fig. 4 is the axonometric chart of the 3rd embodiment of the passenger conveyors representing the present invention.
Fig. 5 is the front view of the 3rd embodiment of the passenger conveyors representing the present invention.
Fig. 6 is the axonometric chart of the 4th embodiment of the passenger conveyors representing the present invention.
Fig. 7 is the axonometric chart of the 5th embodiment of the passenger conveyors representing the present invention.
Fig. 8 is the axonometric chart of the 6th embodiment of the passenger conveyors representing the present invention.
Fig. 9 is the side view of the 7th embodiment of the passenger conveyors representing the present invention.
Figure 10 is the side view of the truss frame terminal part representing existing passenger conveyors.
Detailed description of the invention
Referring now to accompanying drawing, embodiments of the invention are illustrated.Further, in each figure and each embodiment,
The label identical to same or similar constitutive requirements mark, and omit the description.
Embodiment 1
In the first embodiment, it is shown that utilize that original truss frame of original escalator arranges is new
If escalator is as the example of passenger conveyors.As in figure 2 it is shown, original escalator 1 includes being erected at
Original truss frame 2 between lower floor F1 and ground, the upper strata F2 of building construction, its have towards
Lower floor F1 extend lower horizontal portion 2a, towards ground, upper strata F2 extend upper level portion 2b with
And it being formed at the rake 2c between lower horizontal portion 2a and upper level portion 2b, placing is in lower floor
Original lower support angle steel 3 on the building adapting table F1a of F1 is arranged on the end of lower horizontal portion 2a
Portion, and original upper support angle steel 4 that placing is on the building adapting table F2a of ground, upper strata F2 set
Put the terminal part at upper level portion 2b.
Original truss frame 2 is provided with component parts, such as: endless connects and between stopping port
Multiple steps 5 of loopy moving；The step being arranged at Machine Room, top 6 drives machine 7；Machine 7 is driven by step
The top sprocket wheel 8 driven；It is arranged at the bottom sprocket wheel 10 of lower mechanical room 9；It is wound on top sprocket wheel 8 He
Step chains 11 on bottom sprocket wheel 10；Direct of travel along step is erected to be located at the hurdle of step 5 side
Bar 12；And the mobile handrail 13 supported by this railing 12.
In the first embodiment, when carrying out renovation construction, first remove above-mentioned from original truss frame 2
Component parts, only leaves original truss frame 2.In this case, arrange and newly set the not shown of escalator
Truss frame.In order to be contained in the accommodation space of original truss frame 2, this newly sets truss frame and is growing
It is made less than original truss frame 2 on edge direction and short side direction (the transverse width direction of accommodation space).And
And, in the first embodiment, remove arrange after original escalator 1 newly set escalator time, in order to
Extend the lap to building construction by easy structure, improved at truss frame terminal part.
Specifically, as it is shown in figure 1, be provided with and hold than original lower support angle steel 3 and building for guaranteeing
Meet the additional framework 14 of lap W2 big for lap W1 between platform F1a, the one of this additional framework 14
Side is arranged on the main chord 2d of original truss frame 2, and complete in lower floor F1 of the opposing party's placing
On the F1b of face, building site.The side side such as bolt adding framework 14 is fastened on the main string of original truss frame 2
On bar 2d, and the opposing party side placing of additional framework 14 is on the completion ground F1b of lower floor F1,
Without respectively original truss frame 2 and lower floor F1 being made special processing.By using such structure,
Thus the lap W1 for example, 130mm between original lower support angle steel 3 and building adapting table F1a, and
Add framework 14 and the lap W2 of i.e. lower floor F1 of building construction is such as become 450mm.Thus,
Try hard to improve the antidetonation of original truss frame 2 by installing additional framework 14 on original truss frame 2
Property such that it is able to make be contained in the accommodation space of this original truss frame 2 newly set truss frame and newly set
The shock resistance of escalator reaches desired requirement.Further, Fig. 1 shows the knot of lower floor F1 side
Structure, F2 side, ground, upper strata is also same structure.
According to the first embodiment, accept than original lower support angle steel 3 and building by being provided for ensuring that
The additional framework 14 of the lap W2 big for lap W1 between platform F1a, a side of this additional framework 14
It is arranged on the main chord 2d of original truss frame 2, and the opposing party's placing is in the completion of lower floor F1
On the F1b of ground such that it is able to extend the lap to building construction by easy structure, it is possible to short
Time and be achieved at low cost the escalator that can improve shock resistance.Particularly, producing relatively because of earth shock
Between big story drift, building girder size stretch relatively big in the case of, it is also possible to prevent falling of truss frame
Fall.
Embodiment 2
Here, the second embodiment of passenger conveyors involved in the present invention is described based on Fig. 3.
The Main Differences point of the second embodiment and above-mentioned first embodiment is, as it is shown on figure 3, in peace
During the passenger conveyors that dress newly sets, additional framework 14A is set.Terminal part at truss frame 2A is provided with bearing angle
Steel 3A, but for a certain reason will be by bigger to the lap of building construction than this supporting angle steel 3A
In the case of lap is located at the passenger conveyors newly set, additional framework 14A is set the most as shown in Figure 3, should
The side adding framework 14A is arranged on the main chord 2D of truss frame 2A, and the opposing party's placing is in building
On the completion ground FA of layer ground F, to guarantee the overlap bigger for lap W3 than what supporting angle steel 3A had
Amount W4.
According to the second embodiment, when installing the passenger conveyors newly set, it is possible to extend by easy structure
Lap to building construction such that it is able to short time and be achieved at low cost the passenger that can improve shock resistance
Conveyer.
Embodiment 3
Here, the 3rd embodiment of passenger conveyors involved in the present invention is described based on Fig. 4 and Fig. 5.
Further, for the label identical with the parts mark that the parts of above-mentioned embodiment are equal to.It is to say, 2A
For truss frame, 2D be main chord, 3A be supporting angle steel, 14A for adding framework, F is floor ground,
FA is completion ground.
As shown in Figure 4, the passenger conveyors of the 3rd embodiment includes width backstop metal cover members 15,
This width backstop metal cover members 15 is arranged on completion ground FA, covers the outside adding framework 14A
Face and upper surface, and limit truss frame 2A and move in the direction of the width.Width backstop crown cap
Part 15 is such as formed by the L-type steel with L-shaped section, is organized in pairs towards each other, by a side's
The lateral surface and the upper surface that add framework 14A1 cover, and by the outside of the additional framework 14A2 of the opposing party
Face and upper surface cover.It addition, width backstop metal cover members 15 is not solid relative to additional framework 14A
Fixed, and with one part, lateral surface and the upper surface of additional framework 14A are covered when usual, and one
Partly from additional framework 14A end towards the oppositely extending setting of truss frame.Further, the truss shown in Fig. 4
The terminal part of framework 2A is not fixed relative to floor ground F.Thus, although can lead because of earth shock etc.
Cause truss frame 2A to move on long side direction, but utilize width backstop metal cover members 15 to limit
Truss frame 2A processed moves in the direction of the width.
According to the 3rd embodiment, at the passenger conveyors utilizing additional framework 14A to try hard to improve shock resistance
In, cover additional framework 14A by utilizing width backstop metal cover members 15 it is thus possible to keep setting
Meter property, and by utilizing this width backstop metal cover members 15 to limit truss frame 2A in width side
Move up, thus be used for limiting the backstop that truss frame 2A moves in the direction of the width without arranging separately
Metalwork, it is possible to reduce cost.Further, as it is shown in figure 5, in additional framework 14A and width backstop
Arrange between metal cover members 15 and sandwich body 16 to reduce owing to earth shock etc. causes truss frame 2A at width
The moment of the short transverse produced when degree side moves up, additionally it is possible to relatively increase width backstop metal
The intensity of cover piece 15.
Embodiment 4
Here, the 4th embodiment of passenger conveyors involved in the present invention is described based on Fig. 6.Further,
For the label identical with the parts mark that the parts of above-mentioned embodiment are equal to.It is to say, 2A is purlin
Frame-saw frame, 2D be main chord, 3A be supporting angle steel, 14A for adding framework, F is floor ground, FA
For completion ground.
As shown in Figure 6, the passenger conveyors of the 4th embodiment is erected to be provided with sense on additional framework 14A
Answer hurdle 17.
According to the 4th embodiment, by sensing hurdle 17 being arranged on additional framework 14A, from without
It is used for erectting and the sensing special base station on hurdle 17, processing are set, it is possible to utilizing additional framework 14A
Try hard to the passenger conveyors of raising shock resistance is easy to set up sensing hurdle 17.
Embodiment 5
Here, the 5th embodiment of passenger conveyors involved in the present invention is described based on Fig. 7.Further,
For the label identical with the parts mark that the parts of above-mentioned embodiment are equal to.It is to say, 2A is purlin
Frame-saw frame, 2D be main chord, 3A be supporting angle steel, 14A for adding framework, F is floor ground, FA
For completion ground.
As it is shown in fig. 7, the passenger conveyors of the 5th embodiment includes from completion ground FA along additional frame
Frame 14A extends and adds, to major general, the floor member 18 that a part of framework 14A covers.Floor member 18 wraps
Include: its one end is connected to complete on the FA of ground and towards the most extended taper of the other end
Portion 18A；And a part for side is fixed on additional framework 14A and one end is connected to tapered portion 18A
Horizontal part 18B.
According to the 5th embodiment, by arrange extend along additional framework 14A from completion ground FA and to
Major general adds the floor member 18 that a part of framework 14A covers, thus is utilizing additional framework 14A to try hard to carry
In the passenger conveyors of high shock resistance, it is possible to constitute the stopping port that user can be the most upper and lower.
Embodiment 6
Here, the 6th embodiment of passenger conveyors involved in the present invention is described based on Fig. 8.Further,
For the label identical with the parts mark that the parts of above-mentioned embodiment are equal to.It is to say, 2A is purlin
Frame-saw frame, 2D be main chord, 3A be supporting angle steel, 14A for adding framework, F is floor ground, FA
For completion ground.
As shown in Figure 8, the passenger conveyors of the 6th embodiment includes sliding floor 19, this sliding floor
19 have the first floor member 19A being fixed on additional framework 14A and are fixed on completion FA side, ground also
And to first the second extended for floor member 19A floor member 19B, the first floor member 19A and the second floor
Part 19B can slide over each other.Further, the terminal part of the truss frame 2A shown in Fig. 8 is relative to floor ground F
Do not fix.
First floor member 19A is horizontally mounted the desired height position at additional framework 14A.It addition, the
Two floor member 19B have its one end and are connected to prolong at a predetermined angle on completion ground FA and towards the other end
Stretch tapered portion 19B1 of setting, and there is one end be connected with tapered portion 19B1 and be arranged in a little higher than first
The horizontal part 19B2 of the height and position of floor member 19A.Further, horizontal part 19B2 is relative to additional framework 14A
Do not fix.
In 6th embodiment, causing truss frame 2A movement on long side direction because of earth shock etc.
In the case of, the first floor member 19A being fixed on additional framework 14A moves along with the movement of framework 2A,
And the second floor member 19B being fixed on completion FA side, ground moves along with the movement of building construction,
First floor member 19A and the second floor member 19B slides over each other, thus the displacement that reply causes because of earth shock.
According to the 6th embodiment, by arranging sliding floor 19, this sliding floor 19 has to be fixed on and chases after
Add the first floor member 19A on framework 14A and be fixed on completion FA side, ground and towards the first floor member
The second extended for 19A floor member 19B, the first floor member 19A and the second floor member 19B can be slided each other
Dynamic, thus add in the passenger conveyors that framework 14A tries hard to improve shock resistance utilizing, constituting user can
The stopping port that safety is upper and lower, and the terminal part that can make truss frame 2A is not solid relative to floor ground F
Fixed thus truss frame 2A can also be tackled along with the floor panel structure of movement on long side direction such as earth shock.
Embodiment 7
Here, the 7th embodiment of passenger conveyors involved in the present invention is described based on Fig. 9.Further,
For the label identical with the parts mark that the parts of above-mentioned embodiment are equal to.It is to say, 2A is purlin
Frame-saw frame, 2D be main chord, 3A be supporting angle steel, 14A for adding framework, F is floor ground, FA
For completion ground.
As it is shown in figure 9, the passenger conveyors of the 7th embodiment is arranged at and adds framework 14A phase having
In the structure of the handrail 20 (mobile handrail 13) of overlapping position, including detection be positioned at additional framework 14A and
The sensor 21 of the foreign body between handrail 20.Sensor 21 e.g. infrared ray sensor, controls device root
Passenger conveyors is stopped according to the foreign bodies detection of sensor 21.
In the 7th embodiment, such as child plays near the inlet portion 22 of handrail 20, if child
Hands has covered the infrared ray irradiated from sensor 21 and has then gone out as foreign bodies detection, controls device according to this foreign body
Detection stops passenger conveyors, prevents the hands of child to be pulled to inlet portion 22.
According to the 7th embodiment, including be arranged at and add the equitant position of framework 14A handrail 20,
And be pointed to add the sensor 21 that the foreign body between framework 14A and handrail 20 carries out detecting such that it is able to
Prevent foreign body to be pulled to the accident of inlet portion 22, safety can be improved.
Above, being illustrated embodiments of the invention, the structure so far illustrated by each embodiment is only
One example, can suitably change without departing substantially from the present invention in the range of technological thought.It addition, with each
As long as the structure of individual embodiment explanation does not contradicts, it is also possible to be applied in combination.
For example, it is possible to be applied to the 3rd embodiment to the 7th embodiment to have as in the first embodiment
There is original truss frame and newly set the passenger conveyors of truss frame, or can be by width backstop metal
Cover piece, sensing hurdle 17, floor member 18, sliding floor 19 are applied in combination with other embodiments.
Label declaration
1 original escalator
2 original truss frame
2A truss frame
2d, 2D main chord
3 original lower support angle steel
3A supporting angle steel
4 original upper support angle steel
14,14A adds framework
15 width backstop metal cover members
16 sandwich body
17 sensing hurdles
18 floor members
18A tapered portion
18B horizontal part
19 sliding floors
19A the first floor member
19B the second floor member
19B1 tapered portion
19B2 horizontal part
20 handrails
21 sensors
22 inlet portions
F floor ground
F1 lower floor
F1a builds adapting table
F1b, FA complete ground
Lap between W1 original lower support angle steel and building adapting table
W2 adds the framework lap to building construction
The W3 supporting angle steel lap to building construction
W4 adds the framework lap to building construction
Claims (6)
1. a passenger conveyors, two terminal parts at the truss frame being set up in building construction include propping up
Hold angle steel, it is characterised in that
It is provided with for guaranteeing the overlap bigger than the lap between described supporting angle steel and described building construction
The additional framework of amount, a side of this additional framework is arranged on the main chord of described truss frame, and another
Fang Zaifang is on the completion ground of described building construction.
2. passenger conveyors as claimed in claim 1, it is characterised in that
Being provided with width backstop metal cover members, this width backstop metal cover members is arranged on described building structure
Divine force that created the universe side, and at least cover the lateral surface of described additional framework, and limit described truss frame in width side
Move up.
3. passenger conveyors as claimed in claim 1, it is characterised in that
It is included in the sensing hurdle erectting setting on described additional framework.
4. passenger conveyors as claimed in claim 1, it is characterised in that
It is provided with and extends along described additional framework from described completion ground and add one of framework to described in major general
Divide the floor member covered.
5. passenger conveyors as claimed in claim 1, it is characterised in that
Including having the first floor member and the sliding floor of the second floor member, described first floor member is fixed on institute
Stating on additional framework, described second floor member is fixed on described completion ground side and extends to the first floor member
Arranging, described first floor member and described second floor member can slide over each other.
6. passenger conveyors as claimed in claim 1, it is characterised in that
There is the handrail being arranged on the position overlapping with described additional framework and be positioned at for detection described
The sensor of additional foreign body between framework and described handrail.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2015063594A JP6389788B2 (en) | 2015-03-26 | 2015-03-26 | Passenger conveyor |
| JP2015-063594 | 2015-03-26 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106006330A true CN106006330A (en) | 2016-10-12 |
Family
ID=57082930
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610133642.8A Pending CN106006330A (en) | 2015-03-26 | 2016-03-09 | Passenger conveyor |
Country Status (2)
| Country | Link |
|---|---|
| JP (1) | JP6389788B2 (en) |
| CN (1) | CN106006330A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109081230A (en) * | 2018-10-31 | 2018-12-25 | 通力电梯有限公司 | Interfacial structure and escalator between escalator and building |
Families Citing this family (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6657061B2 (en) * | 2016-12-08 | 2020-03-04 | 株式会社日立製作所 | Passenger conveyor |
| JP6650416B2 (en) * | 2017-01-23 | 2020-02-19 | 株式会社日立製作所 | Passenger conveyor and passenger conveyor renewal method |
| JP6367392B1 (en) * | 2017-02-10 | 2018-08-01 | 東芝エレベータ株式会社 | Passenger conveyor and its mounting method |
| JP6367403B1 (en) * | 2017-03-01 | 2018-08-01 | 東芝エレベータ株式会社 | Passenger conveyor |
| JP6325144B1 (en) * | 2017-03-24 | 2018-05-16 | 東芝エレベータ株式会社 | Passenger conveyor |
| JP6352474B1 (en) * | 2017-03-24 | 2018-07-04 | 東芝エレベータ株式会社 | Passenger conveyor |
| JP6692769B2 (en) * | 2017-04-27 | 2020-05-13 | 株式会社日立製作所 | Passenger conveyor and installation method of passenger conveyor |
| JP6382397B1 (en) * | 2017-06-05 | 2018-08-29 | 東芝エレベータ株式会社 | Passenger conveyor and its mounting method |
| JP6817904B2 (en) * | 2017-07-11 | 2021-01-20 | 株式会社日立製作所 | How to install passenger conveyor and passenger conveyor |
| CN111344247B (en) * | 2017-11-22 | 2021-09-14 | 三菱电机株式会社 | Passenger conveyor |
| WO2020202534A1 (en) * | 2019-04-04 | 2020-10-08 | 三菱電機株式会社 | Truss support device for passenger conveyor |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11171451A (en) * | 1997-12-12 | 1999-06-29 | Hitachi Ltd | Passenger conveyor |
| CN201193174Y (en) * | 2008-04-11 | 2009-02-11 | 康力电梯股份有限公司 | Support structure of moving staircase and automatic moving walkway |
| CN102883987A (en) * | 2010-05-10 | 2013-01-16 | 株式会社日立制作所 | Passenger conveyor |
| WO2015037070A1 (en) * | 2013-09-11 | 2015-03-19 | 株式会社日立製作所 | Passenger conveyor equipment |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5767486A (en) * | 1980-10-08 | 1982-04-24 | Hitachi Ltd | Man conveyor device |
| JPH10316346A (en) * | 1997-05-22 | 1998-12-02 | Hitachi Ltd | Passenger conveyor device |
| JP3640851B2 (en) * | 1999-12-01 | 2005-04-20 | 株式会社日立製作所 | Passenger conveyor equipment |
| JP2012020864A (en) * | 2010-07-16 | 2012-02-02 | Toshiba Elevator Co Ltd | Escalator, safety device for escalator, and adjusting jig for the same |
| JP6017940B2 (en) * | 2012-11-30 | 2016-11-02 | 株式会社日立製作所 | Passenger conveyor |
-
2015
- 2015-03-26 JP JP2015063594A patent/JP6389788B2/en active Active
-
2016
- 2016-03-09 CN CN201610133642.8A patent/CN106006330A/en active Pending
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11171451A (en) * | 1997-12-12 | 1999-06-29 | Hitachi Ltd | Passenger conveyor |
| CN201193174Y (en) * | 2008-04-11 | 2009-02-11 | 康力电梯股份有限公司 | Support structure of moving staircase and automatic moving walkway |
| CN102883987A (en) * | 2010-05-10 | 2013-01-16 | 株式会社日立制作所 | Passenger conveyor |
| WO2015037070A1 (en) * | 2013-09-11 | 2015-03-19 | 株式会社日立製作所 | Passenger conveyor equipment |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109081230A (en) * | 2018-10-31 | 2018-12-25 | 通力电梯有限公司 | Interfacial structure and escalator between escalator and building |
Also Published As
| Publication number | Publication date |
|---|---|
| JP6389788B2 (en) | 2018-09-12 |
| JP2016183008A (en) | 2016-10-20 |
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Application publication date: 20161012 |