CN105905772A - Passenger conveyor - Google Patents

Passenger conveyor Download PDF

Info

Publication number
CN105905772A
CN105905772A CN201610097624.9A CN201610097624A CN105905772A CN 105905772 A CN105905772 A CN 105905772A CN 201610097624 A CN201610097624 A CN 201610097624A CN 105905772 A CN105905772 A CN 105905772A
Authority
CN
China
Prior art keywords
original
truss frame
angle steel
supporting angle
adapting table
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.)
Granted
Application number
CN201610097624.9A
Other languages
Chinese (zh)
Other versions
CN105905772B (en
Inventor
关口健太郎
堀江宣孝
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hitachi Ltd
Original Assignee
Hitachi Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hitachi Ltd filed Critical Hitachi Ltd
Publication of CN105905772A publication Critical patent/CN105905772A/en
Application granted granted Critical
Publication of CN105905772B publication Critical patent/CN105905772B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66BELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B23/00Component parts of escalators or moving walkways

Landscapes

  • Escalators And Moving Walkways (AREA)

Abstract

The present invention provides a passenger conveyor. In an original truss frame, a newly set truss frame is arranged to retrofit the construction, so that the size of a gap between the newly set truss frame and a building holding table is easy to ensure. According to the structure of the passenger conveyor, the newly set truss frame with an internal space is arranged in the original truss frame of an original passenger conveyor on a building construction to retrofit the construction. A newly set support angle steel is arranged at the tail end portion of the newly set truss frame to be loaded on the building holding table of the building construction. Meanwhile, the part of an original support angle steel that is positioned at the tail end portion of the original truss frame and interferes with the newly set support angle steel is removed.

Description

Passenger conveyors
Technical field
The present invention relates to the passenger conveyors with escalator, moving sidewalk etc. as representative, relate to especially And the renovation utilizing the truss frame of original passenger conveyors to arrange the passenger conveyors newly set builds Make.
Background technology
By removing old original passenger conveyors and can arrange in same place and newly set passenger conveyors The renovation carrying out passenger conveyors is built.Further, as renovation method of construction, as Japan Patent is special Open described in 2013-67461 publication (patent documentation 1), have following construction method: removing During original passenger conveyors, retain its truss frame i.e. original truss frame and do not remove, former Arrange in having truss frame newly set passenger conveyors newly set truss frame.
In this approach, the supporting angle steel of the terminal part of placing truss frame on building adapting table Part becomes original supporting angle steel of the original truss frame of placing on building adapting table and at this original Hold placing on angle steel and newly set the structure newly setting supporting angle steel of truss frame.
Prior art literature
Patent documentation
[patent documentation 1] Japanese Patent Laid-Open 2013-67461 publication
Summary of the invention
Invention to solve the technical problem that
But, in the structure described by patent documentation 1, owing to newly setting supporting angle steel and building is held Connect and between platform, there is original supporting angle steel, therefore when causing building construction to rock because of earthquake etc., newly If the terminal part of truss frame is before contacting with building adapting table, can first occur with original supporting angle steel , therefore there is the gap size essence newly set between the terminal part of truss frame and building adapting table in contact On at least shortened the problem of size being equivalent to original supporting angle steel thickness.
The present invention completes according to aforesaid practical situation of the prior art, its object is to provide one Kind of passenger conveyors, arranges in original truss frame and newly sets truss frame to renovate construction, the most really Protect the gap size newly set between truss frame and building adapting table.
For solving the means of technical problem
In order to reach described purpose, it is a feature of the present invention that: such as, be arranged at building construction On the inside of original truss frame of original passenger conveyors therein is set there is newly setting of space Truss frame renovates in the passenger conveyors of construction, arranges at the described terminal part newly setting truss frame Placing newly sets supporting angle steel on the building adapting table of described building construction, and removes and be arranged at institute State the terminal part of original truss frame and the placing original supporting angle steel on described building adapting table with Described newly set the part that supporting angle steel disturbs mutually.
Invention effect
According to the present invention, newly set truss frame build even if arranging in original truss frame to carry out renovation Make, it is possible to by remove original supporting angle steel with newly set the part that supporting angle steel disturbs mutually, thus Newly set and there is not original supporting angle steel, therefore it is easy to ensure that newly set between supporting angle steel and building adapting table Gap size between truss frame and building adapting table.
Accompanying drawing explanation
Fig. 1 is the axonometric chart of the first embodiment of the passenger conveyors representing the present invention.
Fig. 2 is the brief configuration figure representing the passenger conveyors being suitable for the present invention.
Fig. 3 is the axonometric chart of the second embodiment of the passenger conveyors representing the present invention.
Fig. 4 is the axonometric chart of the variation of the passenger conveyors representing the present invention.
Fig. 5 is the axonometric chart of another variation of the passenger conveyors representing the present invention.
Detailed description of the invention
It is described with reference to embodiments of the invention.Additionally, in each figure and each embodiment, to identical Or be similarly comprised the parts identical label of mark, and omit the description.
Embodiment 1
In the first embodiment, it is shown that utilize original truss frame of original escalator to arrange Newly set escalator, as the example of passenger conveyors.As in figure 2 it is shown, original escalator 1 Including the original truss frame being erected between lower floor F1 of building construction and ground, upper strata F2 2, its top that there is the lower horizontal portion 2a extending to lower floor F1, extend to ground, upper strata F2 Horizontal part 2b and be formed at the rake 2c between lower horizontal portion 2a and upper level portion 2b and Constituting, the placing original lower support angle steel 3 on the building adapting table F1a of lower floor F1 is set Put the terminal part at lower horizontal portion 2a, and placing is in the building adapting table F2a of ground, upper strata F2 On original upper support angle steel 4 be arranged on the terminal part of upper level portion 2b.
Original truss frame 2 is provided with component parts, such as: that endless connects, in boarding Multiple steps 5 of movement between Kou;The step being arranged at Machine Room, top 6 drives machine 7;Driven by step The top sprocket wheel 8 that motivation 7 drives;It is arranged at the bottom sprocket wheel 10 of lower mechanical room 9;It is wound on Step chains 11 on portion's sprocket wheel 8 and bottom sprocket wheel 10;Erectly it is arranged at step 5 direct of travel side Railing 12;And the mobile handrail 13 supported by railing 12.
In the first embodiment, when carrying out renovation construction, first before original truss frame 2 is removed The component parts stated, only leaves original truss frame 2.In this case, arrange and newly set escalator Described later newly set truss frame 14.In order to be accommodated in the accommodation space of original truss frame 2, this is new If truss frame 14 is made ratio on long side direction and short side direction (the transverse width direction of accommodation space) Original truss frame 2 is little.Further, in the present embodiment, original truss frame 2 is retained constant, Arrange when newly setting escalator after removing original escalator 1, carried out for readily insuring that new If the improvement of the gap size between truss frame and building adapting table.Even if additionally, by relative storey displacement Angle is imagined bigger, it is also possible to by the gap size between terminal part and the building adapting table of truss frame Ensure required size, and in order to the lap between supporting angle steel and building adapting table is also ensured that For required size, the terminal part of truss frame is improved.
Specifically, as it is shown in figure 1, newly set the extending under lower floor F1 of truss frame 14 The long side direction size of portion horizontal part 14a is set the lower horizontal portion being shorter than original truss frame 2 The long side direction size of 2a.This is for the end of the lower horizontal portion 14a by newly setting truss frame 14 Long side direction gap size W1 between portion and building adapting table F1a is set to more than original interstice chi Very little W2.Have it addition, be provided with at the terminal part of the lower horizontal portion 14a newly setting truss frame 14 Than big for the lap W3 lap W4 between original lower support angle steel 3 and building adapting table F1a The portion that newly sets supporting angle steel 15.Additionally, in Fig. 1 of original lower support angle steel 3 shown in dotted line A Central part be removed, newly set portion's supporting angle steel 15 placing building adapting table F1a on and not with former Lower support angle steel 3 is had to disturb.Additionally, Fig. 1 shows the structure of lower floor F1 side, on Layer F2 side, ground is also same structure.
The accommodation space of original truss frame 2 is provided with such composition newly set truss frame 14 it After, load onto and newly set step, newly set step and drive machine, newly set top sprocket wheel, newly set portion's sprocket wheel, new If step chains, newly setting railing, newly setting the component parts such as mobile handrail.Additionally, it is original about being installed on Exterior plate on truss frame 2, owing to original truss frame 2 former state retains, therefore can continue to use former There is component.
According to the first embodiment, newly set truss frame 14 even if arranging in original truss frame 2 Renovation build, it is possible to by remove original supporting angle steel 3 with newly set supporting angle steel 15 phase interference portion Point, thus there is not original supporting angle steel 3 newly setting between supporting angle steel 15 and building adapting table F1a, Therefore, it is easy to ensure that newly set truss frame 14 and the gap size W1 built between adapting table F1a.
It addition, by the long limit that will newly set between the terminal part of truss frame 14 and building adapting table F1a Direction gap size W1 is set to bigger than original interstice size W2, and sets truss frame 14 newly Terminal part arrange have than original supporting angle steel 3 and building adapting table F1a between lap W3 Big lap W4 newly sets supporting angle steel 15, and removes propping up with newly setting of original supporting angle steel 3 Hold the part of angle steel 15 phase interference, thus arrange in original truss frame 2 and newly set truss frame 14 When renovating construction, even if because passenger conveyors seismic countermeasures and by the interlayer position of building construction Move angle imagine bigger, it is also possible to by newly set truss frame 14 terminal part and building adapting table F1a it Between gap size ensure required size, and will newly set supporting angle steel 15 and building adapting table F1a Between lap ensure required size.
It addition, it is constant to retain original truss frame 2, and it is arranged on original truss frame 2 Exterior plate also be able to use original component, it is possible to carry out with comparalive ease renovation build operation, and Renovation can also be realized and build the reduction of required cost.
Additionally, the present embodiment describes the situation guaranteeing both lap size and gap size, But it is not limited thereto, gap size W1 both can be set to the degree identical with gap size W2, Lap W4 can also be set to the degree identical with lap W2.Even if in this case, By remove original supporting angle steel 3 with newly set the part of supporting angle steel 15 phase interference, thus set newly There is not original supporting angle steel 3 between supporting angle steel 15 and building adapting table F1a, can obtain the most yet It is easy to ensure that the effect of the gap size W1 newly set between truss frame 14 and building adapting table F1a.
Embodiment 2
Second embodiment of the passenger conveyors according to the present invention is described with reference to Fig. 3.Additionally, for The parts being equal to the parts of foregoing first embodiment, mark identical label.
Second embodiment differs primarily in that building adapting table F1a with aforesaid first embodiment Part.Escalator to arrange situation different, the width dimensions of building adapting table F1a is according to on-the-spot feelings Condition and be restricted, have than original supporting angle steel 3 and building adapting table F1a between lap W3 The supporting angle steel 15 that newly sets of big lap W4 is not provided with space sometimes.In this condition, By building construction side, such as Fig. 3 dotted line B shown in lower floor F1 a part removal, make For newly setting the installation space of supporting angle steel 15.
According to the second embodiment, when renovation is built, by carrying out small-scale in building construction side Construction just can arrange shock resistance high newly set escalator.
Additionally, aforesaid embodiment is for easy to understand the reality present invention being described and describing in detail Execute mode, be not necessarily limited to include illustrated entire infrastructure.It addition, for aforesaid enforcement A part for the structure of mode, can increase, deletes or replace other structure.
As such as shown in Fig. 4, by utilizing fixture 91 to be fixed on by original truss frame 2 Newly set on truss frame 14, even if thus when producing bigger story drift because of earthquake etc., ten thousand One original truss frame 2 with existing earthquake resistant level comes off, it is also possible to by having more high anti-seismic standard The truss frame 14 that newly sets support, it is possible to prevent original truss frame 2 from falling.Additionally, fixture 91 Fixed by welding etc. at fixture fixed part 92a, 92b.Such as utilize admittedly it is to say, arrange Locking member 91 grade by original truss frame 2 and newly sets the connecting portion that truss frame 14 connects, so that i.e. Making also can be by newly when original supporting angle steel 15 of original truss frame 2 disengages from building adapting table F1a If truss frame 14 supports original truss frame 2.
It addition, as shown in Figure 5, by install on original supporting angle steel 3 by its with build Build the extension board 93 that the lap between adapting table F1a increases such that it is able to producing relatively because of earthquake etc. Reduce, during big story drift, the danger that original truss frame 2 comes off.Additionally, extension board 93 exists Extension board fixed part 94 is fixed by welding etc..
Alternatively, it is also possible to utilize not shown additional exterior fixing metalwork by original truss frame 2 He Building adapting table F1a or F2a is fixed, and reduces the danger that original truss frame 2 comes off.
Label declaration
1 original escalator
2 original truss frame
3 original lower support angle steel
4 original upper support angle steel
14 newly set truss frame
15 newly set portion's supporting angle steel
91 fixtures
92a fixture fixed part (newly sets truss side weld part)
92b fixture fixed part (original truss side weld part)
93 extension boards
94 extension board fixed parts (weld part)
F1 lower floor
F1a builds adapting table
Ground, F2 upper strata
F2a builds adapting table
W1 newly sets the long side direction gap size between the terminal part of truss frame and building adapting table
Long side direction gap size between terminal part and the building adapting table of the original truss frame of W2
Lap between the original supporting angle steel of W3 and building adapting table
W4 newly sets the lap between supporting angle steel and building adapting table

Claims (7)

1. a passenger conveyors, described passenger conveyors is by former be arranged on building construction What the inside having original truss frame of passenger conveyors arranged that therein has a space newly sets truss frame Frame renovates construction, and this passenger conveyors is characterised by,
Arrange placing at the described terminal part newly setting truss frame to accept in the building of described building construction Newly set supporting angle steel on platform, and remove be arranged at the terminal part of described original truss frame and placing in Original supporting angle steel on described building adapting table newly set, with described, the part that supporting angle steel disturbs mutually.
2. passenger conveyors as claimed in claim 1, it is characterised in that
The described lap newly set between supporting angle steel and described building adapting table is set to be greater than described Lap between original supporting angle steel and described building adapting table.
3. passenger conveyors as claimed in claim 1, it is characterised in that
Long side direction clearance ruler between the described terminal part newly setting truss frame and described building adapting table Clearance ruler between the very little terminal part being set to be greater than original truss frame and described building adapting table Very little.
4. passenger conveyors as claimed in claim 1, it is characterised in that
A part for described building construction side is removed, as described newly set supporting angle steel sky is set Between.
5. passenger conveyors as claimed in claim 1, it is characterised in that
Arrange described original truss frame and the described connecting portion newly setting truss frame connection, so that Even if when described original supporting angle steel of described original truss frame disengages from described building adapting table also Described original truss frame can be supported by the described truss frame that newly sets.
6. passenger conveyors as claimed in claim 1, it is characterised in that
Described original supporting angle steel that described original truss frame is had arranges original supporting angle steel Lap length extension part, this original supporting angle steel lap length extension part is used for arranging than institute State the lap that the lap between original supporting angle steel and described building adapting table is big.
7. passenger conveyors as claimed in claim 1, it is characterised in that
Described original truss frame and described building adapting table are fixed.
CN201610097624.9A 2015-02-24 2016-02-23 Passenger conveyors Active CN105905772B (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2015033493A JP6298781B2 (en) 2015-02-24 2015-02-24 Passenger conveyor
JP2015-033493 2015-02-24

Publications (2)

Publication Number Publication Date
CN105905772A true CN105905772A (en) 2016-08-31
CN105905772B CN105905772B (en) 2018-02-16

Family

ID=56744422

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610097624.9A Active CN105905772B (en) 2015-02-24 2016-02-23 Passenger conveyors

Country Status (2)

Country Link
JP (1) JP6298781B2 (en)
CN (1) CN105905772B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6693889B2 (en) 2014-05-14 2020-05-13 カリフォルニア インスティチュート オブ テクノロジー Large Space Photovoltaic Power Station: Power Transmission Using Guided Beam

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000247565A (en) * 1999-02-26 2000-09-12 Hitachi Ltd Passenger conveyer
JP2005314085A (en) * 2004-04-30 2005-11-10 Hitachi Building Systems Co Ltd Renewal construction method for passenger conveyor
CN1705614A (en) * 2002-10-15 2005-12-07 通力股份公司 Method of escalator modernization
JP2006016153A (en) * 2004-07-02 2006-01-19 Hitachi Ltd Passenger conveyor facility
JP2006199434A (en) * 2005-01-20 2006-08-03 Toshiba Elevator Co Ltd Escalator and its modernization method
JP4000774B2 (en) * 1996-11-18 2007-10-31 株式会社日立製作所 Passenger conveyor
JP2008179435A (en) * 2007-01-23 2008-08-07 Mitsubishi Electric Building Techno Service Co Ltd Temporary material for installation of escalator framework, and installation method using the same
JP2014105108A (en) * 2012-11-30 2014-06-09 Hitachi Ltd Passenger conveyor

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10316346A (en) * 1997-05-22 1998-12-02 Hitachi Ltd Passenger conveyor device
JP2006036482A (en) * 2004-07-28 2006-02-09 Hitachi Building Systems Co Ltd Renewal construction method for passenger conveyor
JP2009184771A (en) * 2008-02-05 2009-08-20 Toshiba Elevator Co Ltd Passenger conveyer and renewal method of the same
JP2013067461A (en) * 2011-09-21 2013-04-18 Hitachi Ltd Passenger conveyor
WO2013190675A1 (en) * 2012-06-21 2013-12-27 三菱電機株式会社 Passenger conveyor
JP2015013746A (en) * 2013-07-08 2015-01-22 昭和機械商事株式会社 Escalator fall prevention device

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4000774B2 (en) * 1996-11-18 2007-10-31 株式会社日立製作所 Passenger conveyor
JP2000247565A (en) * 1999-02-26 2000-09-12 Hitachi Ltd Passenger conveyer
CN1705614A (en) * 2002-10-15 2005-12-07 通力股份公司 Method of escalator modernization
JP2005314085A (en) * 2004-04-30 2005-11-10 Hitachi Building Systems Co Ltd Renewal construction method for passenger conveyor
JP2006016153A (en) * 2004-07-02 2006-01-19 Hitachi Ltd Passenger conveyor facility
JP2006199434A (en) * 2005-01-20 2006-08-03 Toshiba Elevator Co Ltd Escalator and its modernization method
JP2008179435A (en) * 2007-01-23 2008-08-07 Mitsubishi Electric Building Techno Service Co Ltd Temporary material for installation of escalator framework, and installation method using the same
JP2014105108A (en) * 2012-11-30 2014-06-09 Hitachi Ltd Passenger conveyor

Also Published As

Publication number Publication date
CN105905772B (en) 2018-02-16
JP6298781B2 (en) 2018-03-20
JP2016155630A (en) 2016-09-01

Similar Documents

Publication Publication Date Title
JP5784229B2 (en) Passenger conveyor
JP6389788B2 (en) Passenger conveyor
CN110886233A (en) Construction method for connecting T-shaped beam with bridge
CN103010912A (en) Passenger conveying equipment
CN105905772A (en) Passenger conveyor
JP6247496B2 (en) Steel structure construction method
JP2015101472A (en) Frame support structure for passenger conveyer
CN104895336A (en) Method for installing stiff mixed-structure steel girders in place
JP6537397B2 (en) Method of carrying out shear in tunnel excavation work and mobile stage used therefor
KR101825587B1 (en) Temporary prestress deck for steel bridge.
CN104764327B (en) A kind of sintering engineering internal flue mounting process
JP4559370B2 (en) Girder erection method by erection gutter from the side of bridge
CN105155427B (en) The construction method that suspension bridge cat road is laid
KR101668923B1 (en) Foldable working way of soundproof and method for constructing this same
KR101765845B1 (en) Temporary prestress deck for steel bridge
CN214217958U (en) Subway station drawer type track panel hoisting structure
CN106516958A (en) Method for manufacturing passenger conveyors and passenger conveyors
JP2018048005A (en) Passenger conveyor
CN106144868A (en) Apparatus of passenger conveyor and update method thereof
CN2780817Y (en) Folding erected support
JP2016142098A (en) Removal method for ceiling board
CN204495064U (en) A kind of sintering engineering internal flue mounting structure
CN104860180A (en) Passenger conveying apparatus
JP7085462B2 (en) How to install the beam frame
JP2020122359A (en) Floor slab erection system, additional floor slab installation method, and floor slab removing method

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant