JP5161425B2 - Passenger conveyor equipment - Google Patents

Passenger conveyor equipment Download PDF

Info

Publication number
JP5161425B2
JP5161425B2 JP2006003522A JP2006003522A JP5161425B2 JP 5161425 B2 JP5161425 B2 JP 5161425B2 JP 2006003522 A JP2006003522 A JP 2006003522A JP 2006003522 A JP2006003522 A JP 2006003522A JP 5161425 B2 JP5161425 B2 JP 5161425B2
Authority
JP
Japan
Prior art keywords
body frame
passenger conveyor
main body
floors
reinforcing
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.)
Expired - Fee Related
Application number
JP2006003522A
Other languages
Japanese (ja)
Other versions
JP2007186270A (en
Inventor
忠一 斎藤
和平 小嶋
篤 林
圭 原口
一 吉田
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
East Japan Railway Co
Original Assignee
Hitachi Ltd
East Japan Railway Co
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, East Japan Railway Co filed Critical Hitachi Ltd
Priority to JP2006003522A priority Critical patent/JP5161425B2/en
Publication of JP2007186270A publication Critical patent/JP2007186270A/en
Application granted granted Critical
Publication of JP5161425B2 publication Critical patent/JP5161425B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Description

本発明は、踏板に段差が生じるエスカレーターや踏板に段差が生じない電動道路等の乗客コンベア設備に係り、特に、地震発生時に有効な乗客コンベア設備に係る。   The present invention relates to passenger conveyor equipment such as an escalator in which a step board has a step or an electric road in which a step board does not have a step, and more particularly to a passenger conveyor equipment effective when an earthquake occurs.

従来の乗客コンベア設備において、地震時の建屋の揺動に対し、例えば特許文献1に示されような対策が講じられている。即ち、地震時の建屋の揺動による階床間の距離の変位によって乗客コンベア設備が塑性変形しないように、乗客コンベア設備と階床間に滑動部を設けたものである。   In the conventional passenger conveyor equipment, countermeasures such as those disclosed in Patent Document 1 are taken against the swinging of the building during an earthquake. That is, a sliding portion is provided between the passenger conveyor equipment and the floor so that the passenger conveyor equipment is not plastically deformed due to the displacement of the distance between the floors due to the swinging of the building during the earthquake.

特開2001−158585号公報JP 2001-158585 A

上記特許文献1は、乗客コンベア設備に対する対策であり、乗客コンベア設備を設置した建築構造物が耐震構造となっていることが前提の対策である。そのため、地震時の際、乗客コンベア設備に対して塑性変形を生じない対策を講じても、建築構造物が損傷しては意味がない。   The said patent document 1 is a countermeasure with respect to a passenger conveyor installation, and is a countermeasure on the assumption that the building structure in which the passenger conveyor installation was installed becomes an earthquake-resistant structure. Therefore, in the event of an earthquake, it would be meaningless to take measures to prevent plastic deformation of passenger conveyor equipment if the building structure is damaged.

本発明の目的は、建築構造物に対する耐力を向上し得る設置が行える乗客コンベア設備を提供することにある。   The objective of this invention is providing the passenger conveyor installation which can be installed which can improve the yield strength with respect to a building structure.

本発明は上記目的を達成するために、離れて設けられた階床間に跨って設置される本体枠を備えた乗客コンベア設備において、前記本体枠の近傍に、前記階床間を連結する補強体を設けたのである。   In order to achieve the above-mentioned object, the present invention provides a passenger conveyor facility having a main body frame installed straddling between floors provided apart from each other, and a reinforcement for connecting the floors in the vicinity of the main body frame. He provided a body.

このように、乗客コンベア設備を設置した階床間を補強体で連結することで、地震時に、階床間の距離が変位しない堅牢な建築構造物を得ることができ、その結果、階床間の距離が大きく開いて設置した乗客コンベア設備が落下するような事故を防止することができる。   In this way, by connecting the floors where passenger conveyor facilities are installed with reinforcements, it is possible to obtain a robust building structure in which the distance between floors is not displaced during an earthquake. Can prevent accidents in which passenger conveyor equipment installed with a large distance is dropped.

以上説明したように本発明によれば、建築構造物に対する耐力を向上し得る設置が行える乗客コンベア設備を得ることができる。   As described above, according to the present invention, it is possible to obtain a passenger conveyor facility that can be installed so as to improve the proof stress on a building structure.

以下本発明による乗客コンベア設備を図1及び図2に示すエスカレーターに基づいて説明する。   Hereinafter, a passenger conveyor facility according to the present invention will be described based on the escalator shown in FIGS.

エスカレーター1は、建築構造物の上下に離れて設置された上階床2と下階床3に跨って支持された本体枠4と、この本体枠4内に案内され無端状に連結されて回動する複数の踏段5と、これら踏段5の回動方向の両側に沿って立設された欄干6を基本に構成されている。   The escalator 1 includes a main body frame 4 supported across an upper floor 2 and a lower floor 3 that are installed apart from each other at the top and bottom of the building structure, and is guided in the main body frame 4 and connected endlessly. A plurality of steps 5 that move, and a balustrade 6 that is erected along both sides of the rotation direction of these steps 5 are basically configured.

このようなエスカレーター1の建築構造物への設置は、上階床2側においては、構造物梁7に設けた受梁部7Aに、本体枠4の上部側支持梁4Aを、下階床3側においては、構造物梁8に設けた受梁部8Aに、本体枠4の下部側支持梁4Bを載置して設置している。   Such an escalator 1 is installed in a building structure in such a manner that, on the upper floor 2 side, the upper side support beam 4A of the main body frame 4 is placed on the receiving beam portion 7A provided on the structure beam 7, and the lower floor 3 On the side, a lower support beam 4B of the main body frame 4 is placed and installed on a receiving beam portion 8A provided on the structural beam 8.

本実施の形態では、上記のように設置されたエスカレーター1と建築構造物との関係に、エスカレーター1の外側で本体枠4に沿って例えばH型鋼からなる補強体9を配置し、この補強体9を上階床2とか階床3の構造物梁7,8に連結具10A,10Bを介して連結している。前記補強体9は、例えば、本体枠4の下方の左右両側に設置され、これら左右両側の補強体9は、連結桁11で間隔が一定となるように連結されている。   In the present embodiment, a reinforcing body 9 made of, for example, H-shaped steel is arranged along the body frame 4 outside the escalator 1 in the relationship between the escalator 1 and the building structure installed as described above, and this reinforcing body. 9 is connected to the structural beams 7 and 8 of the upper floor 2 or the floor 3 via connecting tools 10A and 10B. The reinforcing bodies 9 are installed, for example, on both the left and right sides below the main body frame 4, and the reinforcing bodies 9 on both the left and right sides are connected to each other with a connecting girder 11 at a constant interval.

上記のように補強体9で上階床2と下階床3の受梁部7Aと受梁部8Aとを連結することにより、地震時に、例えば上階床2に発生する水平方向Xの変位を抑制することができ、その結果、上階床2と下階床3間の距離の伸縮を防止して建築構造物自体の地震時の揺動に対する抵抗力、云い代えれば、建築構造物の水平方向耐力を高めることができる。   By connecting the receiving beam portion 7A and the receiving beam portion 8A of the upper floor 2 and the lower floor 3 with the reinforcing body 9 as described above, the displacement in the horizontal direction X generated in the upper floor 2 at the time of an earthquake, for example. As a result, the expansion and contraction of the distance between the upper floor 2 and the lower floor 3 can be prevented, and the resistance of the building structure itself to rocking during an earthquake, in other words, Horizontal strength can be increased.

建築構造物の水平耐力の向上により、上階床2と下階床3間の距離の伸縮が防止できるので、上階床2と下階床3間の距離の縮小によるエスカレーター1の本体枠4の圧縮方向の塑性変形が防止でき、また、上階床2と下階床3間の距離の伸張により本体枠4の上部側支持梁4A及び下部側支持梁4Bと受梁部7A及び受梁部8Aとの係合が解けて本体枠4が落下すると云うような最悪の事態を回避することができる。   Since the horizontal strength of the building structure is improved, the distance between the upper floor 2 and the lower floor 3 can be prevented from expanding and contracting. Therefore, the main body frame 4 of the escalator 1 by reducing the distance between the upper floor 2 and the lower floor 3. The plastic deformation in the compression direction can be prevented, and the upper side support beam 4A, the lower side support beam 4B, the receiving beam part 7A and the receiving beam of the main body frame 4 are extended by extension of the distance between the upper floor 2 and the lower floor 3. It is possible to avoid the worst situation that the engagement with the portion 8A is released and the main body frame 4 falls.

ところで、上記実施の形態において、前記補強体9は、図2に示すように、本体枠4の下方の左右外側に、本体枠4の傾斜に沿って設置されたものであるが、本体枠4の真下の両側に傾斜方向に沿って設置しても良く、本発明の趣旨を逸脱しない範囲で、本体枠4の横に並設したり、本体枠4に内包したりしてもよい。   By the way, in the said embodiment, although the said reinforcement body 9 is installed along the inclination of the main body frame 4 on the right-and-left outer side below the main body frame 4, as shown in FIG. It may be installed along the inclined direction on both sides directly below the main body frame 4, or may be installed side by side with the main body frame 4 or included in the main body frame 4 without departing from the spirit of the present invention.

さらに、本実施の形態においては、本体枠4と補強体9との間には荷重の授受はないが、上階床2と下階床3間の距離が大きい建築構造物においては、補強体9に本体枠4の荷重を分担させることで、エスカレーター1の自重による撓み等を防止することができる。   Further, in the present embodiment, no load is transferred between the main body frame 4 and the reinforcing body 9, but in a building structure where the distance between the upper floor 2 and the lower floor 3 is large, the reinforcing body By causing 9 to share the load of the main body frame 4, it is possible to prevent the escalator 1 from being bent due to its own weight.

また、上階床2と下階床3間の距離が大きい建築構造物においては、補強体9の中間位置に支持体11A,11Bの上端を連結し、下端を下階床3の構造物梁12A,12Bに固定するようにして、上階床2と下階床3間の距離が大きい建築構造物の耐震性を向上させてもよい。その際、これら支持体11A,11Bは、設置されるエスカレーターの長さに応じて増減させ、かつ、これら支持体11A,11Bにエスカレーター1の本体枠4の荷重を分担させるようにしてもよい。   Further, in a building structure where the distance between the upper floor 2 and the lower floor 3 is large, the upper ends of the supports 11A and 11B are connected to an intermediate position of the reinforcing body 9, and the lower ends are structural beams of the lower floor 3. You may improve the earthquake resistance of a building structure where the distance between the upper floor 2 and the lower floor 3 is large so that it may fix to 12A, 12B. At that time, these supports 11A and 11B may be increased or decreased according to the length of the escalator installed, and the loads of the main body frame 4 of the escalator 1 may be shared by these supports 11A and 11B.

さらに、既設建築構造物に対しても、エスカレーター1の設置時に補強体9の設置が行えるので、建築構造物を改造してまでも専用の耐力向上策を講じる必要はなく、その効果は多大である。   Furthermore, since the reinforcing body 9 can be installed on the existing building structure when the escalator 1 is installed, it is not necessary to take special measures for improving the proof stress even if the building structure is modified, and the effect is great. is there.

ところで上記実施の形態は、乗客コンベア設備としてエスカレーター1を説明したが、踏板に段差を生じない電動道路にも適用することができ、電動道路においては、必ずしも上階床と下階床に跨る傾斜型の電動道路に限定されるものではない。   By the way, although the said embodiment demonstrated the escalator 1 as a passenger conveyor installation, it can be applied also to the electric road which does not produce a level | step difference in a tread, and in an electric road, it is not necessarily inclined over an upper floor and a lower floor. It is not limited to the type of electric road.

本発明による乗客コンベア設備としてエスカレーターを示す概略側面図。The schematic side view which shows an escalator as passenger conveyor equipment by this invention. 図1のA−A線に沿う一部縦断面図。The partial longitudinal cross-sectional view which follows the AA line of FIG.

符号の説明Explanation of symbols

1…エスカレーター、2…上階床、3…下階床、4…本体枠、4A…上部側支持梁、4B…下部側支持梁、7,8…構造物梁、7A,7B…受梁部、9…補強体、10A,10B…連結具。   DESCRIPTION OF SYMBOLS 1 ... Escalator, 2 ... Upper floor, 3 ... Lower floor, 4 ... Body frame, 4A ... Upper side support beam, 4B ... Lower side support beam, 7, 8 ... Structural beam, 7A, 7B ... Receiving beam part , 9: Reinforcing body, 10A, 10B: Connecting tool.

Claims (5)

離れて設けられた階床間に跨って設置される本体枠を備えた乗客コンベア設備において、前記本体枠の近傍に、前記階床間を連結した補強体設けられていると共に、前記本体枠と前記補強体との間で荷重の授受がないことを特徴とする乗客コンベア設備。 In a passenger conveyor facility provided with a main body frame installed across floors provided apart from each other, a reinforcing body connecting the floors is provided in the vicinity of the main body frame, and the main body frame Passenger conveyor equipment characterized in that no load is transferred between the reinforcing member and the reinforcing member . 離れて設けられた階床間に跨って設置される本体枠を備えた乗客コンベア設備において、前記本体枠の近傍に、前記階床間を、この階床間の水平方向の変位を防止する補強体で連結し、前記本体枠と前記補強体との間で荷重の授受がないことを特徴とする乗客コンベア設備。 Reinforcement for preventing horizontal displacement between the floors between the floors in the vicinity of the body frame in the passenger conveyor equipment provided with the body frames installed across the floors provided apart from each other Passenger conveyor equipment characterized in that it is connected by a body and no load is transferred between the main body frame and the reinforcing body . 上下に離れて設けられた階床間に跨って傾斜して設置される本体枠を備えた乗客コンベア設備において、前記本体枠の近傍に、前記階床間の水平方向の変位を防止する補強体を前記階床間に設けると共に、前記本体枠と前記補強体との間で荷重の授受がなく、この補強体と下側の階床間に支持体を設けたことを特徴とする乗客コンベア設備。 Reinforcement body for preventing horizontal displacement between the floors in the vicinity of the main body frame in passenger conveyor equipment provided with a main body frame that is installed to be inclined across the floors provided up and down. Passenger conveyor equipment, characterized in that a load is not transferred between the main body frame and the reinforcing body, and a support is provided between the reinforcing body and the lower floor. . 前記補強体は、前記本体枠に沿って設けられていることを特徴とする請求項1,2又は3記載の乗客コンベア設備。   4. The passenger conveyor facility according to claim 1, wherein the reinforcing body is provided along the main body frame. 前記補強体は、前記本体枠の下側に沿って設けられていることを特徴とする請求項1,2又は3記載の乗客コンベア設備。   4. The passenger conveyor system according to claim 1, wherein the reinforcing body is provided along a lower side of the main body frame.
JP2006003522A 2006-01-11 2006-01-11 Passenger conveyor equipment Expired - Fee Related JP5161425B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006003522A JP5161425B2 (en) 2006-01-11 2006-01-11 Passenger conveyor equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006003522A JP5161425B2 (en) 2006-01-11 2006-01-11 Passenger conveyor equipment

Publications (2)

Publication Number Publication Date
JP2007186270A JP2007186270A (en) 2007-07-26
JP5161425B2 true JP5161425B2 (en) 2013-03-13

Family

ID=38341708

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006003522A Expired - Fee Related JP5161425B2 (en) 2006-01-11 2006-01-11 Passenger conveyor equipment

Country Status (1)

Country Link
JP (1) JP5161425B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112193976B (en) * 2020-09-30 2022-11-01 宁波宏大电梯有限公司 Large-span unsupported escalator

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58191174U (en) * 1982-06-14 1983-12-19 三菱電機株式会社 Renewal structure of existing escalator
MY118185A (en) * 1997-03-17 2004-09-30 Inventio Ag Escalator or walkway provided with a stiffening element.
JP4421852B2 (en) * 2003-08-26 2010-02-24 東日本旅客鉄道株式会社 Temporary staircase construction method, escalator installation method and temporary staircase

Also Published As

Publication number Publication date
JP2007186270A (en) 2007-07-26

Similar Documents

Publication Publication Date Title
KR101808825B1 (en) Support device for leveling-adjustment and displacement recipience and overturning prevention of upper girder and Rahmen bridge using of the same
CN104988853B (en) Bearing replacement method for maintaining
KR102031223B1 (en) Preflextion girder and manufacturing method thereof
JP5284590B2 (en) Passenger conveyor equipment for building earthquake resistance
JP5161425B2 (en) Passenger conveyor equipment
JP4696843B2 (en) Composite beam structure
JP6494556B2 (en) Passenger conveyor
JP5054390B2 (en) Passenger conveyor equipment for building earthquake resistance
JP5231944B2 (en) Passenger conveyor
KR101403660B1 (en) Building structure for improving seismic performance
JP5236574B2 (en) Steel structure floor structure system
JP5118893B2 (en) Beam-column joint structure on the top floor of reinforced concrete structure
JP6024605B2 (en) Elevator installation work floor equipment
JP6427315B2 (en) Column reinforcement structure
JP5284589B2 (en) Passenger conveyor equipment for building earthquake resistance
JP6169425B2 (en) Passenger conveyor
JP5247041B2 (en) Building conveyor equipment for earthquake resistance
JP2016175740A (en) Passenger conveyor
JP5266074B2 (en) Bending fracture type shear wall and building using the same
JP7103575B2 (en) Seismic isolation structure
JP6336832B2 (en) Passenger conveyor equipment
JP7464566B2 (en) Structure
KR102199927B1 (en) up-lift control and Anti-fall prevention steel box girder bridge
JP4099418B2 (en) Seismic reinforcement method for existing buildings
JP2006036450A (en) Elevator device

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20080609

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20110525

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20110531

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20110801

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20120306

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20120507

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20121204

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20121214

R150 Certificate of patent or registration of utility model

Ref document number: 5161425

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20151221

Year of fee payment: 3

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees