CN105502138B - Passenger conveying appliance - Google Patents
Passenger conveying appliance Download PDFInfo
- Publication number
- CN105502138B CN105502138B CN201510661649.2A CN201510661649A CN105502138B CN 105502138 B CN105502138 B CN 105502138B CN 201510661649 A CN201510661649 A CN 201510661649A CN 105502138 B CN105502138 B CN 105502138B
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- Prior art keywords
- collateral
- bolster
- framework
- building
- fixed
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Abstract
The present invention provides passenger conveying appliance, prevent passenger conveying appliance from falling when the collateral bolster of on-fixed departs from from the collateral bolster of building, make to automatically return to again on the collateral bolster of building from the collateral bolster of on-fixed that the collateral bolster of building departs from, prevent base of frame part damaged.Horizontal part in the side for being provided with the collateral bolster of on-fixed (7) of framework (4) has：Base of frame part；The sliding bottom (11) protruded downwards than base of frame part；The annex beam (5) set in the lower section of framework (4) in the way of there is specified gap between sliding bottom (11), annex beam (5) is formed as, distance between 2 collateral bolsters of building become big, the collateral bolster of on-fixed (7) from the collateral bolster of building (3a) depart from when, sliding bottom (11) is overlapped and scaffold (4) with annex beam (5), and specified gap is the size that non-affixed side backbar (7) can return to.
Description
Technical field
The present invention relates to the passenger conveying appliance for including escalator and moving sidewalk etc..
Background technology
Passenger conveying appliance has the framework configured between 2 collateral bolsters of building, and connects in the framework inner annular
Tie multiple steps of simultaneously loopy moving.The framework is in the end of at least one party of length direction, with can be relative to building
The collateral bolster of on-fixed that the mode of the collateral bolster movement of thing is loaded.
In such on-fixed side, when such as when occurring earthquake or high wind, exist and building for passenger conveying appliance is set
Build thing to rock, the distance between 2 collateral bolsters of building become big, the collateral bolster of on-fixed departs from from the collateral bolster of building
Possibility.In order to tackle this problem, have and being rushed by rotating unit and for relaxing shown in patent document 1 is set in building side
The example for preventing from falling apparatus to tackle that the elastomeric element hit is constituted.
Prior art literature
Patent document
Patent document 1：Japanese Unexamined Patent Publication 2007-290785 publications
The content of the invention
The invention problem to be solved
But, in the structure shown in patent document 1, although can be in the collateral bolster of on-fixed from building side bearing
Beam prevents passenger conveying appliance from falling in the case of departing from, can not self-righting problem after earthquake etc. is calmed down but exist.
It is further possible to consider in order that the collateral bolster of on-fixed will not depart from from the collateral bolster of building and make overlapping remaining
(overlap allowance) larger method is measured, but larger weight is cannot ensure there is also limitation because of building side etc.
The situation of folded surplus.
Then, the applicant illustrates following technology in Japanese Patent Application 2014-37693：It is non-solid in the setting of framework
The horizontal part of the side of fixed collateral bolster, in the lower section of framework, with being set in the way of there is defined gap between framework
The annex beam put, distance of the annex beam between 2 collateral bolsters of building become big, the collateral bolster of on-fixed from
Scaffold in the case that the collateral bolster of building departs from, also, it is above-mentioned as defined in gap be when 2 collateral bolsters of building it
Between the collateral bolster of on-fixed that departs from from the collateral bolster of building when restoring of distance can come back to the collateral bolster of building
On size.
But, in the case of the structure using the invention, there is base of frame part (such as oil catcher or supporting oil catcher
Reinforcement feature etc.) contacted with annex beam, the possibility that base of frame part is damaged.
It is an object of the invention to provide a kind of passenger conveying appliance, it is in the collateral bolster of on-fixed from building side bearing
Beam can also prevent passenger conveying appliance from falling in the case of departing from, and can make from the non-solid of the collateral bolster disengaging of building
Fixed collateral bolster is automatically returned on the collateral bolster of building again, additionally it is possible to prevent base of frame part damaged.
Technical scheme for solving problem
The present invention for example provides a kind of passenger conveying appliance, it has to reach above-mentioned purpose：With across 2 buildings
The framework that mode between collateral bolster is configured；With link in said frame circlewise and loopy moving multiple steps, should
Passenger conveying appliance is characterised by：Said frame has horizontal part at least a portion, and in the longitudinal direction at least
The end of one side, with the collateral bolster of on-fixed loaded in the way of it can be moved relative to the collateral bolster of above-mentioned building,
Horizontal part in the side for being provided with the collateral bolster of above-mentioned on-fixed of said frame has：It is arranged on the bottom of said frame
Base of frame part；The sliding bottom protruded downwards than said frame bottom part；With in the lower section of said frame, with
There is the annex beam that the mode in defined gap is set between above-mentioned sliding bottom, above-mentioned annex beam is formed as,
Distance between the collateral bolster of above-mentioned 2 buildings becomes big, the above-mentioned collateral bolster of on-fixed from the collateral bolster of above-mentioned building
In the case of disengaging, above-mentioned sliding bottom abuts with above-mentioned annex beam and supports said frame, also, it is above-mentioned as defined between
Gap is from the described non-solid of the collateral bolster disengaging of above-mentioned building when the distance between collateral bolster of above-mentioned 2 buildings restores
The size that fixed collateral bolster can be turned again on the collateral bolster of above-mentioned building.
Invention effect
According to the present invention, passenger can be also prevented in the case where the collateral bolster of on-fixed departs from from the collateral bolster of building
Conveying device falls, and can make to automatically return to building again from the collateral bolster of on-fixed that the collateral bolster of building departs from
On collateral bolster, additionally it is possible to prevent base of frame part damaged.
Brief description of the drawings
Fig. 1 is the integrally-built side view for illustrating passenger conveying appliance.
Fig. 2 is the enlarged drawing of Fig. 1 part A.
Fig. 3 is the variation of the enlarged drawing of Fig. 1 part A.
Fig. 4 is the enlarged view of the main part observed from Fig. 1 B directions.
Description of reference numerals
1 passenger conveying appliance
2 substrustion things
The collateral bolster of 2a buildings
3 superstructures
The collateral bolster of 3a buildings
4 frameworks
5 annex beams
6 guides
The collateral bolster of 7 on-fixeds
The width dimensions of 8 annex beams
9 affixed side backbars
10 height adjusting part parts
11 sliding bottoms
12 low friction parts
13 oil catchers
14 reinforcement features
G gaps
Embodiment
Refer to the attached drawing illustrates embodiments of the invention.Wherein, in each figure, same or similar inscape is marked identical
Reference, omit the description.
Fig. 1 is the integrally-built side view for illustrating passenger conveying appliance.Passenger conveying appliance 1 shown in Fig. 1 is under
Set between layer building 2 and superstructure 3.Also, passenger conveying appliance 1 have across the collateral bolster 2a of 2 buildings,
The framework 4 configured between 3a, and link in the inner annular of framework 4 and loopy moving multiple steps (not shown).Framework 4
There is horizontal part at least a portion.The horizontal part of the framework 4, in escalator or the moving sidewalk of apsacline, be on
Portion's horizontal part and lower horizontal portion.Rake is provided between the upper level portion of framework 4 and lower horizontal portion.In addition, this
Place although it is not shown, but in the case of the moving sidewalk for horizontal type, the entirety of framework 4 is horizontal part.Also, the framework
4 in the end of a side of length direction, with non-solid by what can be loaded in the way of bolster 3a movements collateral relative to building
Fixed collateral bolster 7.In addition, framework 4 is in the end of the opposing party of length direction, with can not be relative to the collateral bolster of building
The affixed side backbar 9 that the mode of 2a movements is fixed.
Fig. 2 is the enlarged drawing of Fig. 1 part A.In the bottom of framework 4, as base of frame part, undertaking lubrication is provided with
The oil catcher 13 of oil and the reinforcement feature 14 of supporting oil catcher 13.The oil catcher 13 and reinforcement feature 14 are arranged on the water of framework 4
Flat portion and rake.In addition, as shown in Figure 1 and Figure 2, the horizontal part in the side of the setting collateral bolster 7 of on-fixed of framework 4,
The bottom of framework 4, with the sliding bottom 11 protruded downwards than base of frame part (oil catcher 13 and reinforcement feature 14).
In addition, there is also the situation for being not provided with reinforcement feature 14, in this case, sliding bottom 11 is than oil catcher 13, protrusion is downwards
Can.Also, in the lower section (lower section of sliding bottom 11) of framework 4, with to have defined gap g between sliding bottom 11
The annex beam 5 that sets of mode.
Using the annex beam 5, such as cause because of earthquake between 2 buildings collateral bolster 2a, 3a away from
From big, the collateral bolster 7 of on-fixed is become from the case that the collateral bolster 3a of building departs from, gap g disappears, sliding bottom 11 with it is attached
Plus building girder 5 is abutted, can scaffold 4, therefore, it is possible to prevent passenger conveying appliance 1 from falling.
In addition, now, sliding bottom 11 is than base of frame part (such as oil catcher 13 and reinforcement feature 14) downwards
Protrude, therefore base of frame part will not be contacted with annex beam 5, therefore can also prevent base of frame part damaged.This
Outside, it is oil catcher 13 that can also make base of frame part, is also used as sliding than the reinforcement feature 14 that oil catcher 13 is protruded downwards
Base 11.In this case, can also prevent base of frame part (oil catcher 13) damaged.
And then, gap g is set to calm down such as when earthquake, the distance between 2 buildings collateral bolster 2a, 3a are multiple
When former, it can be come back on the collateral bolster 3a of building from the building side support beam 3a collateral bolsters 7 of on-fixed departed from
Size.Thus, when having been calmed down such as in earthquake, it can be weighed from the collateral bolster 3a of the building collateral bolsters 7 of on-fixed departed from
Newly automatically return on the collateral bolster 3a of building.In addition, the size on gap g, preferably such as 1~2mm, but do not limit
In this.
In addition, by setting gap g, being positioned in the collateral bolster 7 of on-fixed usual on the collateral bolster 3a of building
Load is not applied to annex beam 5 under state, even if in addition, the collateral bolster 7 of on-fixed departs from from the collateral bolster 3a of building
And to annex beam 5 apply load also can auto-returned, therefore will not always to annex beam 5 apply load, therefore
Also the intensity of annex beam 5 can be suppressed to can bear the intensity of temporary transient load.
Herein, the size 8 of the annex beam 5 on the length direction of framework 4, is set as in 2 collateral bolsters of building
In the case that the distance between 2a, 3a are maximum also can by the scaffold 4 of sliding bottom 11 size.
In addition, the length on the length direction of framework 4 of sliding bottom 11 is, the collateral bolster 7 of on-fixed is from building
When collateral bolster 3a departs from, even if framework 4 is moved, the length being also always supported by because rocking etc. on annex beam 5, because
This is set as longer than the size 8 of additional building girder 5.
Fig. 3 is the variation of the enlarged drawing of Fig. 1 part A.It is with Fig. 2 difference, in annex beam 5 with sliding
In a part of region between base 11, with always not apply the journey of load to annex beam 5 in common state
Degree, makes the height adjusting part part 10 that the gap between annex beam 5 and sliding bottom 11 is 0.Can for example use bolt or
Pad etc. is used as height adjusting part part 10.In addition, height adjusting part part 10 with generally in the state of to annex beam 5 always
The degree of load is not applied, making the gap in a part of region turns into 0, in the collateral bolster 7 of on-fixed not from building side bearing
In the case that beam 3a departs from, just connected with the degree for not applying load with sliding bottom 11.Also, it is non-in non-usual state
Affixed side backbar 7 applies load, from below scaffold 4 from the case that the collateral bolster 3a of building departs from.
Fig. 4 is the enlarged view of the main part observed from Fig. 1 B directions.As shown in figure 4, annex beam 5 has limitation
Guide 6 from framework 4 to the movement of width.Thus, framework 4 will not be offset in the direction of the width, non-when earthquake etc. is calmed down
When affixed side backbar 7 returns to the position of script, appropriate position can be also returned in the direction of the width.In addition, though in Fig. 4
It is not shown, but the guide 6 and sliding bottom 11 are arranged on the width both sides of framework 4.
In addition, in figs. 2 and 3, setting low friction part 12 in the bottom of sliding bottom 11 as shown in Figure 4, thus, i.e.,
The collateral bolster 7 of on-fixed is set to depart from from the collateral bolster 3a of building, framework 4 is moved on annex beam 5, also because sliding bottom
The frictional resistance of seat 11 and annex beam 5 is smaller, and annex beam 5 can be prevented damaged.
It is as discussed above, according to the present embodiment, depart from the collateral bolster of on-fixed from the collateral bolster of building
In the case of can also prevent the whereabouts of passenger conveying appliance, and the on-fixed side that departs from from the collateral bolster of building can be made
Backbar is automatically returned on the collateral bolster of building again, additionally it is possible to prevent base of frame part damaged.
In addition, in the embodiment illustrated with Fig. 1, illustrating the situation that one end on-fixed, the other end are fixed, but be not limited to
This or two ends on-fixed.In this case, also adding annex beam 5 in the collateral bolster 2a sides of building.That is, add
Building girder 5 is arranged on the lower section of framework 4 in the horizontal part of the both sides of the length direction of framework 4, in addition, equally also in building
The base of frame addition sliding bottom 11 of collateral bolster 2a sides.Thus, both sides of the sliding bottom 11 in the length direction of framework 4
Horizontal part, is arranged on the bottom of framework 4.In addition, the structure is provided only on on-fixed side, but it is also possible in order to make provision against emergencies
And it is arranged on affixed side.
In addition, although it is not shown, but in the case where the rake of framework 4 sets annex beam 5, can also equally exist
The rake of framework 4 sets sliding bottom 11.
In addition, the collateral bolster 2a of building and the collateral bolster 3a of building can be arranged in identical building, also may be used
To be separately positioned in different buildings.
In addition, being not limited to the escalator of one as passenger conveying appliance, it can also be applied to defeated as passenger
Send the moving sidewalk of the other examples of device.In addition, in this specification, this term of step is not limited in escalator
Passenger's mounting portion, also including moving sidewalk in the case of passenger's mounting portion.
It is one to be explained above the structure illustrated in embodiments of the invention, but above example, and the present invention can
Suitably changed in the range of technological thought is not departed from.
Claims (8)
1. a kind of passenger conveying appliance, it has：The framework configured in the way of between 2 collateral bolsters of building；With
The framework is interior to link circlewise simultaneously multiple steps of loopy moving, and the passenger conveying appliance is characterised by：
The framework has horizontal part, and the end of at least one party in the longitudinal direction at least a portion, with energy
The collateral bolster of on-fixed that enough modes relative to the collateral bolster movement of the building are loaded,
Horizontal part in the side for being provided with the collateral bolster of the on-fixed of the framework has：It is arranged on the bottom of the framework
The base of frame part in portion；The sliding bottom protruded downwards than the base of frame part；With in the lower section of the framework,
The annex beam set in the way of there is defined gap between the sliding bottom,
The annex beam is formed as, and it is collateral that the distance between the collateral bolster of 2 buildings becomes the big, on-fixed
Bolster is from the case that the collateral bolster of the building departs from, and the sliding bottom abuts with the annex beam and supports institute
Framework is stated, also, the defined gap is from the building when the distance between collateral bolster of 2 buildings restores
The size that the collateral bolster of the on-fixed that the collateral bolster of thing departs from can be turned again on the collateral bolster of the building.
2. passenger conveying appliance as claimed in claim 1, it is characterised in that：
The base of frame part is oil catcher.
3. passenger conveying appliance as claimed in claim 1, it is characterised in that：
The base of frame part is oil catcher and the reinforcement feature for supporting the oil catcher.
4. passenger conveying appliance as claimed in claim 1, it is characterised in that：
There is low friction part in the bottom of the sliding bottom.
5. passenger conveying appliance as claimed in claim 1, it is characterised in that：
In a part of region between the annex beam and the sliding bottom, with generally in the state of to institute
The degree that annex beam does not always apply load is stated, makes the height that the gap between the annex beam and the framework is 0
Degree adjustment part.
6. passenger conveying appliance as claimed in claim 1, it is characterised in that：
The end of the side of the framework in the longitudinal direction has the collateral bolster of the on-fixed, in the longitudinal direction another
The end of side, with the affixed side backbar fixed in the way of it can not be moved relative to the collateral bolster of the building.
7. passenger conveying appliance as claimed in claim 1, it is characterised in that：
The end of two sides of the framework in the longitudinal direction has the collateral bolster of the on-fixed；
The annex beam, the end of two sides on the length direction of the framework, is arranged on the lower section of the framework.
8. passenger conveying appliance as claimed in claim 1, it is characterised in that：
The annex beam, which has, limits the guide that the framework is moved in the direction of the width.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2014-209611 | 2014-10-14 | ||
| JP2014209611A JP6383628B2 (en) | 2014-10-14 | 2014-10-14 | Passenger conveyor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105502138A CN105502138A (en) | 2016-04-20 |
| CN105502138B true CN105502138B (en) | 2017-10-24 |
Family
ID=55710528
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510661649.2A Active CN105502138B (en) | 2014-10-14 | 2015-10-14 | Passenger conveying appliance |
Country Status (2)
| Country | Link |
|---|---|
| JP (1) | JP6383628B2 (en) |
| CN (1) | CN105502138B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6713955B2 (en) * | 2017-06-28 | 2020-06-24 | 株式会社日立製作所 | Passenger conveyor |
Family Cites Families (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61243791A (en) * | 1985-04-18 | 1986-10-30 | 三菱電機株式会社 | Truss supporter for man conveyor |
| JPH02239090A (en) * | 1989-03-09 | 1990-09-21 | Mitsubishi Electric Corp | Maintenance device for passenger conveyor |
| JPH10316351A (en) * | 1997-05-19 | 1998-12-02 | Taisei Corp | Escalator for base isolation building |
| JP2886527B1 (en) * | 1998-04-17 | 1999-04-26 | 鹿島建設株式会社 | Seismic isolation escalator |
| JP4147623B2 (en) * | 1998-05-11 | 2008-09-10 | 株式会社大林組 | Escalator mounting structure |
| JP2000095471A (en) * | 1998-09-18 | 2000-04-04 | Takenaka Komuten Co Ltd | Base-isolated escalator |
| JP3456932B2 (en) * | 1999-12-16 | 2003-10-14 | 株式会社日立製作所 | Escalator installation method |
| JP3583046B2 (en) * | 2000-01-14 | 2004-10-27 | 株式会社日立製作所 | Passenger conveyor |
| EP1502892A1 (en) * | 2003-07-31 | 2005-02-02 | Inventio Ag | Driving arrangement for escalator step |
| JP4550409B2 (en) * | 2003-12-24 | 2010-09-22 | 株式会社日立製作所 | Passenger conveyor |
| JP2008013331A (en) * | 2006-07-07 | 2008-01-24 | Toshiba Elevator Co Ltd | Passenger conveyer |
| JP5587846B2 (en) * | 2011-09-21 | 2014-09-10 | 株式会社日立製作所 | Passenger conveyor |
| JP5449467B2 (en) * | 2012-07-03 | 2014-03-19 | 東芝エレベータ株式会社 | Passenger conveyor |
| CN102849602B (en) * | 2012-10-10 | 2015-08-12 | 江南嘉捷电梯股份有限公司 | Earthquake-proof fender guard on escalator or moving sidewalk |
| CN202988522U (en) * | 2012-12-05 | 2013-06-12 | 江南嘉捷电梯股份有限公司 | Earthquake prevention device for entablature of escalator or moving walkway |
-
2014
- 2014-10-14 JP JP2014209611A patent/JP6383628B2/en active Active
-
2015
- 2015-10-14 CN CN201510661649.2A patent/CN105502138B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| JP2016078955A (en) | 2016-05-16 |
| JP6383628B2 (en) | 2018-08-29 |
| CN105502138A (en) | 2016-04-20 |
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