WO2000058196A1 - Escalator - Google Patents

Escalator Download PDF

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Publication number
WO2000058196A1
WO2000058196A1 PCT/JP1999/001559 JP9901559W WO0058196A1 WO 2000058196 A1 WO2000058196 A1 WO 2000058196A1 JP 9901559 W JP9901559 W JP 9901559W WO 0058196 A1 WO0058196 A1 WO 0058196A1
Authority
WO
WIPO (PCT)
Prior art keywords
main frame
escalator
frame
chord material
side frame
Prior art date
Application number
PCT/JP1999/001559
Other languages
French (fr)
Japanese (ja)
Inventor
Yukihiro Yamaguchi
Chuichi Saitoh
Kazuhira Ojima
Original Assignee
Hitachi, Ltd.
Hitachi Building Systems Co., 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., Hitachi Building Systems Co., Ltd. filed Critical Hitachi, Ltd.
Priority to JP2000607909A priority Critical patent/JP3884913B2/en
Priority to PCT/JP1999/001559 priority patent/WO2000058196A1/en
Priority to TW090217898U priority patent/TW520740U/en
Publication of WO2000058196A1 publication Critical patent/WO2000058196A1/en

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Classifications

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

Definitions

  • the present invention relates to an escalator, and more particularly, to an escalator in which the height of a main frame is small.
  • the installation space for the escalator is reduced, which is advantageous for installation.
  • the strength of the main frame is insufficient, and it is difficult to support the steps, moving handrails, balustrades, etc. constituting the escalator.
  • the strength of the main frame is insufficient, so that the entire main frame is likely to bend, especially when the escalator is transported and installed as a unit.
  • the centering of the escalator during assembly is troublesome due to the bending of the main frame. Disclosure of the invention
  • An object of the present invention is to provide an escalator capable of maintaining the strength of a green frame without impairing the advantage of installing an escalator having a reduced height of the main frame.
  • the present invention includes a main frame that is installed across the upper and lower floors of a building and has an inclined portion and upper and lower horizontal portions on both sides thereof, and the main frame has a pair of left and right side frame members,
  • the side frame body includes an upper side portion, a lower side portion, and a portion connecting between the two side portions.
  • the distance between the upper side and the lower side of the side frame body is set from the inclined part of the main frame to the upper and lower horizontal parts, and the side frame at the end of the main frame is provided. It is characterized by being wider than the distance between the upper and lower sides of the body.
  • the side frame body with the upper and lower sides widened is reinforced in the vertical direction, so that the strength of the entire main frame can be maintained and problems due to insufficient strength of the main frame are eliminated. I can do it.
  • FIG. 1 is a schematic side view showing an embodiment of an escalator according to the present invention.
  • FIG. 2 is an enlarged cross-sectional view taken along line II-II of FIG.
  • FIG. 3 is a partial sectional view showing another embodiment near the upper floor of the escalator in FIG.
  • FIG. 4 is an enlarged sectional view taken along the line IV-IV in FIG.
  • FIG. 5 is a schematic side view showing another embodiment of the main frame of the escape force recorder according to the present invention.
  • a staircase 3 is provided across the upper floor 1 and lower floor 2 of the building (not shown).
  • the stairs 3 are provided with an intermediate landing 4, and an upper inclined passage 5 and a lower inclined passage 6 are formed vertically above and below the intermediate landing 4.
  • the escalator 7 When the escalator 7 is installed on this stair 3, the escalator 7 is arranged by using a part of the width of the stair 3, and the upper and lower ends of the escalator 7 are Is supported over the upper floor 1 and the lower floor 2.
  • the escalator 7 is connected endlessly with a main frame 8 installed over the upper floor 1 and lower floor 2 by step chains 9 A and 9 B. Steps 10 that are guided and moved by a pair of balustrades 11 A and 11 B that are erected on both sides of the steps 10 along the direction of movement of the steps 10. It is composed of moving handrails 12 A, 12 B, etc., which are envisioned on the periphery and move synchronously with the steps 10.
  • the main frame 8 includes a pair of left and right side frame bodies 13A and 13B and a horizontal member (not shown) for connecting the side frame bodies 13A and 13B.
  • the upper chord material 14 serving as the upper side of the side frame body, and the lower chord material 15 serving as the lower side of the side frame body arranged at a distance below the upper chord material 14 are connected to each other. It consists of longitudinal members 16 and has a truss structure as shown in Fig. 1.
  • the upper chord material 14 is provided on the upper side of the side frame bodies 13 A and 13 B over the entire length of the main frame 8, and the lower chord material 15 is also provided over the entire length of the main frame 8. It is provided below the side frames 13A and 13B.
  • the main frame 8 having the side frame members 13A and 13B having the above-described configuration is provided with an upper horizontal portion A supported on the upper floor 1 and a lower horizontal portion B supported on the lower floor 2 and a space between them. And the inclined portion C located at
  • the height dimensions ha and hb of the upper and lower horizontal portions A and B of the main frame 8 configured as described above change the trajectory at the position where the step 10 changes direction, or the height of the step 10 which changes direction.
  • the height is set to be less than twice the depth of the steps 10 and more than twice the height of the steps 10.
  • the heights ha and hb are 30% or more lower than the height of the upper and lower horizontal parts of the conventional main frame.
  • a rocket is pivotally supported, and a pair of driven sprockets are similarly pivotally supported in the lower horizontal portion B (both are not shown).
  • a pair of endless step chains 9A and 9B are wound around the pair of drive and driven sprockets, and a plurality of steps 10 are mounted on these step chains 9A and 9B. Are linked.
  • the step 10 has a pair of front wheels 18A, 18B rotatably supported by front wheel shafts 17 projecting on both sides in the width direction, and is narrower than the front wheels 18A, 18B. It is provided with a pair of rear wheels 19A and 19B that are pivotally supported at intervals.
  • the front wheels 18A and 188 and the rear wheels 19 and 19B roll on the guide rails 20 and 21 supported by the main frame 8 to move the steps 10 along a predetermined path. It is moving.
  • balustrades 11 A and 11 B are erected on the main frame 8 along both sides in the traveling direction of the steps 10.
  • the balustrades 11A and 11B are composed of balustrade panels 22A and 22B, and handrail frames 23A and 23B provided on the periphery of the balustrade panels 22A and 22B.
  • balustrades 11A and 11B On the periphery of the balustrades 11A and 11B, that is, the handrail frames 23A and 23B, the moving handrails 12A and 12B that move in synchronization with the steps 10 are guided. ing.
  • the outer surface of the main frame 8 is covered with an exterior plate 26 such as a decorative plate for safety and design.
  • an exterior plate 26 such as a decorative plate for safety and design.
  • the upper chord material 14 is gently moved in the middle of the upper horizontal portion A, that is, from the middle portion in the longitudinal direction along the traveling movement of the step 10 to the inclined portion C.
  • the upper chord member 14 is disposed linearly and linearly upward from the middle of the lower horizontal portion B to the inclined portion C and linearly and upwardly. That is, the upper chord 14 is extended from the middle of the upper horizontal portion A to the inclined portion C, and the middle of the lower horizontal portion B is extended to the inclined portion C, and the balustrade 11 A, It is provided close to the handrail frames 23A and 23B inside 11B.
  • the inside of the balustrade 11A, 11B is configured to be high near the moving handrails 12A, 12B over its entire length.
  • the side frame 13 A which extends from a part of the upper and lower horizontal parts A and B to the inclined part C,
  • the distance between the upper chord material 14 and the lower chord material 15 of 13 B is between the upper chord material 14 and the lower chord material 15 of the side frames 13 A and 13 B at each end of the upper and lower horizontal parts A and B.
  • the interval h c between 15 is the maximum (h c> ha, h b). Specifically, the interval he is twice or more the force intervals ha and hb which are slightly different depending on the type of the escalator. Also, the side frame body at the inclined portion C of the main frame 8
  • the distance hc between the upper and lower sides of the 13A and 13B is defined as the distance between the lower side of the side frames 13A and 13B with reference to the line connecting the riser side end of the tread of the adjacent step 10.
  • the height is divided into a height dimension hd and a height dimension he to the upper side. In the present embodiment, the height dimension he is formed larger than the height dimension hd.
  • the steps 10 and 9B for moving the steps 10 and the steps 10 connected endlessly within the height dimensions hd thus divided, and the steps 10 Guide rails 20 and 21 for guiding the traveling are arranged.
  • the height dimensions ha and hb of the upper and lower horizontal parts A and B are In this embodiment, the height dimension d is naturally lower than in the prior art, thereby minimizing the installation space as much as possible. . And the relation of each height dimension ha, hb, hc, hd, he is
  • the height of the end of the main frame 8 is low, and the side frames 13 A, 1 A from the inclined portion C to a part of the upper and lower horizontal portions A, B are provided. Since the interval between the upper and lower chords 14 and 15 of 3B is widened, the main frame 8 can secure sufficient strength. Therefore, since the main frame 8 does not bend when the escalator 7 is transported and installed integrally, the reinforcement of the main frame 8 is not required, and the escalator 7 can be easily centered.
  • the height of the end of the main frame 8 in this embodiment is low, so the advantage of installation is not impaired.
  • the height of the upper and lower horizontal portions of the main frame 8 is kept low, there is little interference with the upper floor 1, the lower floor 2, and the stairs 3, and as a result, the upper and lower floors and stairs that interfere The work of remodeling is reduced, and the advantage of installation is not lost.
  • the position where the height of the upper chord member 14 of the side frames 13 A and 13 B changes (the position where the distance between the upper chord member 14 and the lower chord member 15 changes) If there is a concern that stress may be concentrated at 27, a support 28 supporting the main frame 8 from below is provided at the position 27 through the upper inclined passage 5 of the stairs 3. May be.
  • the supporting means may be constituted by first supporting means and second supporting means and supported.
  • first supporting means installed on the upper inclined passage 5 of the stairs 3.
  • the main frame 8 is supported from below by the supports 29A and 29B, and the second supporting means is installed on the lower floor 2
  • the stairs 3 (the upper inclined passage 5) are supported from below by the columns 30 as supporting means.
  • the side frame member 32 constituting the main frame 31 in the same manner as the above-described embodiment includes an upper chord member 33 provided on the upper side over the entire length thereof, and a lower side portion over the entire length.
  • the lower chord member 3 4 provided in the upper chord member 3 and the vertical member 35 connecting the upper chord member 33 and the lower chord member 34 are formed.
  • These members 33, 34, 35 constitute a truss.
  • the upper chord material 3 3 of the side frame body 3 2 constituting the main frame 3 1 is arranged vertically high from the middle of the upper horizontal portion A, and the upper chord material 3 3 is extended over the inclined portion C while maintaining the high position. Has been arranged.
  • the upper chord material 33 is arranged vertically higher from the middle of the lower horizontal part B, and the upper chord material 33 is arranged over the inclined part C while maintaining the high position. .
  • the interval between the upper chord member 33 and the lower chord member 34 of the side frame member 32 is set to be equal to the upper horizontal portion A from the inclined portion C to the upper horizontal portion A and the lower horizontal portion B.
  • the space between the upper chord 33 and the lower chord 34 at the slope C is the largest (hc> ha, hb).
  • the side frame members 32 are provided so that the distance between the upper chord member 33 and the lower chord member 34 extends from the inclined part C to the upper and lower horizontal parts A, B. Wider than the space between the upper chord 33 and the lower chord 34 of the side frame Because of the configuration, the strength of the main frame can be maintained without impairing the advantage of installation.
  • an additional side frame for reinforcement is retrofitted above a normal side frame to form a two-stage side frame
  • the vertical width of the side frame (the interval between the lower chord of the normal side frame and the upper chord of the additional side frame) may be widened from the portion to the upper and lower horizontal portions.
  • This configuration forces 5 ⁇ which is less deflection of the main frame in the transport of S. force, single data one is the condition, it is possible to carry side frame body to retrofitting individually.
  • the upper frame material and the lower chord material of the side frame body are only provided at the upper side as in the above-described embodiment.
  • the strength of the main frame may be maintained.
  • the space between the upper chord member 4 and the lower chord member 15 of the side frame is from the middle of the upper horizontal part A to the vicinity of the intermediate landing 4 of the inclined part C. Can be spread downward.
  • the side frame is made of the upper chord material, the lower chord material, and the vertical member.
  • the configuration is not limited to this configuration.
  • the side frame may be formed using an I-beam. Even in this case, the distance between the upper side and the lower side of the side frame, that is, the width between the upper side and the lower side of the side frame is increased from the inclined portion to the upper and lower horizontal portions. The same effects as the embodiment can be obtained.

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  • Escalators And Moving Walkways (AREA)

Abstract

An escalator, wherein an interval between an upper chord material (14) and a lower chord material (15) of a pair of right and left side frame bodies (13A) and (13B) which constitute a main frame (8) for the base of the escalator is made wider, over a distance ranging from the inclined part (C) of the main frame (8) to upper and lower horizontal parts (A) and (B), than an interval between an upper chord material (14) and a lower chord material (15) of the side frame bodies (13A) and (13B) of the main frame (8) at both end parts, whereby the side frame bodies (13A) and (13B) of which intervals between the upper and lower side parts have been increased can maintain the strength throughout the entire area of the main frame (8) and eliminate various types of problems caused by the insufficient strength of the main frame (8) because these side frame bodies are reinforced in vertical direction.

Description

明 細 書  Specification
エスカレ一タ一 技術分野  Escalator Technical Field
本発明は、 エスカレーターに係り、 特に、 主枠の高さ寸法が低いエス カレ一タ一に関する。 背景技術  The present invention relates to an escalator, and more particularly, to an escalator in which the height of a main frame is small. Background art
主枠の高さ寸法を全長に亘つて低く したエスカレーターは、 特開平 1 — 242389号公報, 特開平 1 0— 250968号公報に開示されている。  Escalators in which the height of the main frame is reduced over the entire length are disclosed in JP-A-1-242389 and JP-A-10-250968.
上記構成によれば、 エスカレ一タ一の設置スペースが小さくなるので 設置に有利であるが、 同時に主枠の強度が不足し、 エスカレーターを構 成する踏段, 移動手摺, 欄干等を支えることが困難となる問題がある。 また、 主枠の強度不足から、 特に主枠全体に撓みが生じ易くなり、 エス カレータ一を一体で運搬及び据え付けする際に、 補強が必要になる問題 がある。 さらに、 主枠の撓みからエスカレーター組立て時の芯出しが厄 介になるという問題が生じる。 発明の開示  According to the above configuration, the installation space for the escalator is reduced, which is advantageous for installation. However, at the same time, the strength of the main frame is insufficient, and it is difficult to support the steps, moving handrails, balustrades, etc. constituting the escalator. There is a problem. In addition, the strength of the main frame is insufficient, so that the entire main frame is likely to bend, especially when the escalator is transported and installed as a unit. Furthermore, there is a problem that the centering of the escalator during assembly is troublesome due to the bending of the main frame. Disclosure of the invention
本発明の目的は、 主枠の高さ寸法を低く したエスカレーターの設置の 有利性を損なうことなく、 生枠の強度が維持できるエス力レーターを提 供することにある。  An object of the present invention is to provide an escalator capable of maintaining the strength of a green frame without impairing the advantage of installing an escalator having a reduced height of the main frame.
本発明は、 建築物の上下階に跨って設置され、 傾斜部とその両側に上 下水平部を有する主枠を備え、 この主枠は、 左右一対に設けられた側枠 体を有し、 前記側枠体は、 上辺部と下辺部とこの両辺部間を連結する部 材とを有するエス力レ一ターにおいて、 前記側枠体の上辺部と下辺部間 の間隔を、 前記主枠の傾斜部から上下水平部に亘つて、 前記主枠の端部 における前記側枠体の上辺部と下辺部間の間隔より広く したことを特徴 とする。 The present invention includes a main frame that is installed across the upper and lower floors of a building and has an inclined portion and upper and lower horizontal portions on both sides thereof, and the main frame has a pair of left and right side frame members, The side frame body includes an upper side portion, a lower side portion, and a portion connecting between the two side portions. The distance between the upper side and the lower side of the side frame body is set from the inclined part of the main frame to the upper and lower horizontal parts, and the side frame at the end of the main frame is provided. It is characterized by being wider than the distance between the upper and lower sides of the body.
これにより、 上辺部, 下辺部間隔を広げた側枠体は、 垂直方向に対し て補強されるため、 主枠全体の強度を維持することができ、 主枠の強度 不足による諸問題を一掃することが出来る。 図面の簡単な説明  As a result, the side frame body with the upper and lower sides widened is reinforced in the vertical direction, so that the strength of the entire main frame can be maintained and problems due to insufficient strength of the main frame are eliminated. I can do it. BRIEF DESCRIPTION OF THE FIGURES
第 1 図は、 本発明によるエス力レーターの実施例を示す概略側面図で ある。 第 2図は、 第 1 図の I I一 I I線に沿う拡大断面図である。 第 3図は、 第 1 図におけるエスカレーターの上階床近傍の他の実施例を示す部分断 面図である。 第 4図は、 第 3図の IV— IV線に沿う拡大断面図である。 第 5図は、 本発明によるエス力レ一タ一の主枠の他の実施例を示す概略側 面図である。 発明を実施するための最良の形態  FIG. 1 is a schematic side view showing an embodiment of an escalator according to the present invention. FIG. 2 is an enlarged cross-sectional view taken along line II-II of FIG. FIG. 3 is a partial sectional view showing another embodiment near the upper floor of the escalator in FIG. FIG. 4 is an enlarged sectional view taken along the line IV-IV in FIG. FIG. 5 is a schematic side view showing another embodiment of the main frame of the escape force recorder according to the present invention. BEST MODE FOR CARRYING OUT THE INVENTION
以下、 本発明の実施例を図面を用いて説明する。  Hereinafter, embodiments of the present invention will be described with reference to the drawings.
第 1 図〜第 4図を用いて、 本発明の一実施例であるエス力レーターに ついて説明する。  An escalator according to an embodiment of the present invention will be described with reference to FIGS.
建築物 (図示せず) の上階床 1 と下階床 2に跨って階段 3が設けられ ている。 この階段 3は、 中間踊り場 4が設けられ、 その上下に連なって 上部傾斜通路 5 と下部傾斜通路 6 とが形成されている。  A staircase 3 is provided across the upper floor 1 and lower floor 2 of the building (not shown). The stairs 3 are provided with an intermediate landing 4, and an upper inclined passage 5 and a lower inclined passage 6 are formed vertically above and below the intermediate landing 4.
この階段 3にエスカレーター 7 を設置する場合、 エスカレ一ター 7 を 階段 3の幅方向の一部を利用して配設し、 エスカレ一ター 7の上下端部 を上階床 1 と下階床 2に跨って支持している。 このエスカレ一タ一 7は. 前記上階床 1 と下階床 2に跨って設置された主枠 8 と、 踏段チヱ一ン 9 A , 9 Bによって無端状に連結され、 前記主枠 8内に案内されて移動 する踏段 1 0 と、 この踏段 1 0の移動方向に沿ってその両側に立設され た一対の欄干 1 1 A , 1 1 Bと、 これら欄干 1 1 A, 1 1 Bの周縁に案 内され、 前記踏段 1 0と同期移動する移動手摺 1 2 A , 1 2 Bなどによ り構成されている。 When the escalator 7 is installed on this stair 3, the escalator 7 is arranged by using a part of the width of the stair 3, and the upper and lower ends of the escalator 7 are Is supported over the upper floor 1 and the lower floor 2. The escalator 7 is connected endlessly with a main frame 8 installed over the upper floor 1 and lower floor 2 by step chains 9 A and 9 B. Steps 10 that are guided and moved by a pair of balustrades 11 A and 11 B that are erected on both sides of the steps 10 along the direction of movement of the steps 10. It is composed of moving handrails 12 A, 12 B, etc., which are envisioned on the periphery and move synchronously with the steps 10.
前記主枠 8は、 左右一対の側枠体 1 3 A, 1 3 Bと、 これらを連結す る横部材 (図示せず) とを有し、 これら側枠体 1 3 A, 1 3 Bは、 側枠 体の上辺部となる上弦材 1 4 と、 この上弦材 1 4の下方に間隔をおいて 配置された側枠体の下辺部となる下弦材 1 5 と、 これらの間を連結する 縦部材 1 6 とからなり、 第 1 図に示すようなトラス構造を組んでいる。  The main frame 8 includes a pair of left and right side frame bodies 13A and 13B and a horizontal member (not shown) for connecting the side frame bodies 13A and 13B. The upper chord material 14 serving as the upper side of the side frame body, and the lower chord material 15 serving as the lower side of the side frame body arranged at a distance below the upper chord material 14 are connected to each other. It consists of longitudinal members 16 and has a truss structure as shown in Fig. 1.
また、 前記上弦材 1 4は、 主枠 8の全長に亘つて、 側枠体 1 3 A , 1 3 Bの上辺部に設けられ、 前記下弦材 1 5も、 主枠 8の全長に亘つて、 側枠体 1 3 A, 1 3 Bの下部に設けられている。  Further, the upper chord material 14 is provided on the upper side of the side frame bodies 13 A and 13 B over the entire length of the main frame 8, and the lower chord material 15 is also provided over the entire length of the main frame 8. It is provided below the side frames 13A and 13B.
上記構成の側枠体 1 3 A, 1 3 Bを有する前記主枠 8は、 上階床 1 に 支持される上水平部 Aと下階床 2に支持される下水平部 Bとこれらの間 に位置する傾斜部 Cとで形成されている。  The main frame 8 having the side frame members 13A and 13B having the above-described configuration is provided with an upper horizontal portion A supported on the upper floor 1 and a lower horizontal portion B supported on the lower floor 2 and a space between them. And the inclined portion C located at
このように構成された前記主枠 8の上下水平部 A, Bの高さ寸法 h a, h bは、 踏段 1 0が方向転換する位置での軌跡を変化させ、 あるいは方 向転換する踏段 1 0の姿勢を変化させることなどにより、 その踏段 1 0 の奥行き寸法の 2倍以下で、 踏段 1 0の高さ寸法の 2倍以上となるよう に低く形成している。 その結果、 高さ寸法 h a, h bは、 従来の主枠の 上下水平部の高さ寸法と比べて 3 0 %以上低く している。  The height dimensions ha and hb of the upper and lower horizontal portions A and B of the main frame 8 configured as described above change the trajectory at the position where the step 10 changes direction, or the height of the step 10 which changes direction. By changing the posture, the height is set to be less than twice the depth of the steps 10 and more than twice the height of the steps 10. As a result, the heights ha and hb are 30% or more lower than the height of the upper and lower horizontal parts of the conventional main frame.
上記のように構成された主枠 8の上水平部 A内には、 一対の駆動スプ ロケッ トが軸支され、 下水平部 B内には、 一対の従動スプロケッ トが同 様に軸支されている (いずれも図示せず) 。 これら一対の駆動スプロケ ッ 卜及び従動スプロケッ 卜には一対の無端状の踏段チェーン 9 A, 9 B が巻掛けられており、 これら踏段チヱ一ン 9 A, 9 Bには複数の踏段 1 0が連結されている。 In the upper horizontal portion A of the main frame 8 configured as described above, A rocket is pivotally supported, and a pair of driven sprockets are similarly pivotally supported in the lower horizontal portion B (both are not shown). A pair of endless step chains 9A and 9B are wound around the pair of drive and driven sprockets, and a plurality of steps 10 are mounted on these step chains 9A and 9B. Are linked.
踏段 1 0は、 幅方向の両側に張出した前輪軸 1 7に回転自在に軸支さ れた一対の前輪 1 8 A, 1 8 Bと、 これら前輪 1 8 A, 1 8 Bよりも狭 い間隔で軸支された一対の後輪 1 9 A, 1 9 Bを備えている。 これら前 輪 1 8 A, 1 88及び後輪 1 9 , 1 9 Bは、 前記主枠 8に支持された 各案内レール 2 0, 2 1上を転動して踏段 1 0を所定の軌跡で移動させ ている。  The step 10 has a pair of front wheels 18A, 18B rotatably supported by front wheel shafts 17 projecting on both sides in the width direction, and is narrower than the front wheels 18A, 18B. It is provided with a pair of rear wheels 19A and 19B that are pivotally supported at intervals. The front wheels 18A and 188 and the rear wheels 19 and 19B roll on the guide rails 20 and 21 supported by the main frame 8 to move the steps 10 along a predetermined path. It is moving.
上記構成のほかに、 前記主枠 8には、 踏段 1 0の進行方向の両側に沿 つて一対の欄干 1 1 A, 1 1 Bが立設されている。 この欄干 1 1 A, 1 1 Bは、 欄干パネル 2 2 A, 2 2 Bと、 この欄干パネル 2 2 A, 22B の周縁に設けられた手摺フレーム 2 3 A, 2 3 Bと、 ίΐίί記欄干パネル 2 2 Α, 2 2 Βの基部を被う内デッキカバ一 24 Α, 24 Βと、 前記内 デッキカバー 24 A, 24 Bと前記踏段 1 0とを仕切るスカー トガー ド 2 5 A, 2 5 Bとで構成されている。 この欄干 1 1 A, 1 1 Bの周縁す なわち前記手摺フレーム 2 3 A, 2 3 Bには、 前記踏段 1 0と同期して 移動する前記移動手摺 1 2 A, 1 2 Bが案内されている。 そして、 主枠 8の外表面は、 安全性や意匠性のために化粧板などの外装板 2 6によつ て被われている。 ところで、 欄干 1 1 A, 1 1 Bの踏段 1 0からの高さ 寸法は従来のエスカレ一ターとほぼ同じである。  In addition to the above configuration, a pair of balustrades 11 A and 11 B are erected on the main frame 8 along both sides in the traveling direction of the steps 10. The balustrades 11A and 11B are composed of balustrade panels 22A and 22B, and handrail frames 23A and 23B provided on the periphery of the balustrade panels 22A and 22B. Scar guards 25 A, 25 B for partitioning the inner deck covers 24 Α, 24 う covering the bases of the panels 22 Α, 22 Β and the inner deck covers 24 A, 24 B and the steps 10. It is composed of On the periphery of the balustrades 11A and 11B, that is, the handrail frames 23A and 23B, the moving handrails 12A and 12B that move in synchronization with the steps 10 are guided. ing. The outer surface of the main frame 8 is covered with an exterior plate 26 such as a decorative plate for safety and design. By the way, the height of the balustrades 11A and 11B from the step 10 is almost the same as the conventional escalator.
一方、 本実施例では、 上弦材 1 4を上水平部 Aの途中すなわち踏段 1 0の移動走行に沿う長手方向の中間部から傾斜部 Cにかけて緩やかに かつ直線的に上方へ高く配置し、 また、 上弦材 1 4を下水平部 Bの途中 から傾斜部 Cにかけて緩やかにかつ直線的に上方へ高く配置する構成と している。 つま り、 上弦材 1 4を上水平部 Aの途中から傾斜部 Cにかけ て、 また、 下水平部 Bの途中から傾斜部 Cにかけて、 そして傾斜部じの 全長に亘つて、 欄干 1 1 A, 1 1 Bの内側で手摺フレーム 2 3 A, 23 B に沿って近接して設けている。 云い代えると、 欄干 1 1 A, 1 1 Bの内 部でその全長に亘つて移動手摺 1 2 A, 1 2 Bに近接して高く構成され ている。 On the other hand, in the present embodiment, the upper chord material 14 is gently moved in the middle of the upper horizontal portion A, that is, from the middle portion in the longitudinal direction along the traveling movement of the step 10 to the inclined portion C. In addition, the upper chord member 14 is disposed linearly and linearly upward from the middle of the lower horizontal portion B to the inclined portion C and linearly and upwardly. That is, the upper chord 14 is extended from the middle of the upper horizontal portion A to the inclined portion C, and the middle of the lower horizontal portion B is extended to the inclined portion C, and the balustrade 11 A, It is provided close to the handrail frames 23A and 23B inside 11B. In other words, the inside of the balustrade 11A, 11B is configured to be high near the moving handrails 12A, 12B over its entire length.
その結果、 上下水平部 A, Bの一部から傾斜部 Cに至る側枠体 1 3 A, As a result, the side frame 13 A, which extends from a part of the upper and lower horizontal parts A and B to the inclined part C,
1 3 Bの上弦材 1 4と下弦材 1 5間の間隔は、 上下水平部 A, Bの各端 部における側枠体 1 3 A, 1 3 Bの上弦材 1 4と下弦材 1 5間の間隔The distance between the upper chord material 14 and the lower chord material 15 of 13 B is between the upper chord material 14 and the lower chord material 15 of the side frames 13 A and 13 B at each end of the upper and lower horizontal parts A and B. Interval
(又は主枠 8の上下水平部 A, Bの端部の高さ寸法) h a, h bよりも 広がり、 傾斜部 Cにおける側枠体 1 3 A, 1 3 Bの上弦材 1 4と下弦材(Or the height of the ends of the upper and lower horizontal parts A and B of the main frame 8) The upper and lower chords 14 and 13B of the side frames 13A and 13B at the inclined part C which are wider than h a and h b
1 5間の間隔 h cは最大となっている (h c〉h a, h b) 。 具体的に 前記間隔 h eは、 エスカレーターの機種により多少異なる力 間隔 h a, h bの 2倍以上になっている。 また、 主枠 8の傾斜部 Cにおける側枠体The interval h c between 15 is the maximum (h c> ha, h b). Specifically, the interval he is twice or more the force intervals ha and hb which are slightly different depending on the type of the escalator. Also, the side frame body at the inclined portion C of the main frame 8
1 3 A, 1 3 Bの上下辺部間の間隔 h cは、 隣接する踏段 1 0の踏面の ライザ側端を結ぶ線を基準として、 側枠体 1 3 A, 1 3 Bの下辺部まで の高さ寸法 hdと、 上辺部までの高さ寸法 heとに区分され、 本実施例に おいては、 高さ寸法 h dよりも高さ寸法 h eを大きく形成している。 こ のように区分けされる前記高さ寸法 h d内に、 前記無端状に連結された 踏段 1 0及び踏段 1 0を移動させるための踏段チェーン 9 A, 9 B、 さ らには踏段 1 0の走行を案内する案内レール 2 0 , 2 1などが配置され るのである。 The distance hc between the upper and lower sides of the 13A and 13B is defined as the distance between the lower side of the side frames 13A and 13B with reference to the line connecting the riser side end of the tread of the adjacent step 10. The height is divided into a height dimension hd and a height dimension he to the upper side. In the present embodiment, the height dimension he is formed larger than the height dimension hd. The steps 10 and 9B for moving the steps 10 and the steps 10 connected endlessly within the height dimensions hd thus divided, and the steps 10 Guide rails 20 and 21 for guiding the traveling are arranged.
前述のように、 上下水平部 A, Bの高さ寸法 h a, h bを従来に比べ て 3 0 %以上低く していることから、 本実施例においても、 この高さ寸 法 dは従来に比べて当然低く形成されており、 これにより設置スぺー スを可能な限り小さく している。 そして、 各高さ寸法 h a, h b , h c, h d , h eの関係は、 As described above, the height dimensions ha and hb of the upper and lower horizontal parts A and B are In this embodiment, the height dimension d is naturally lower than in the prior art, thereby minimizing the installation space as much as possible. . And the relation of each height dimension ha, hb, hc, hd, he is
1 0〉 6 > &, 1 〉11 (1ぁるぃは^1 0〉11 6〉 3 >1 &, 11 となる。 ここで、 高さ寸法 h a, h bと h dとが逆になる場合がある力5;、 この差異は帰路側の踏段 1 0の姿勢によるものである。 1 0>6>&,1> 11 ( 1 ぁ is ぃ 1 0> 11 6>3> 1 &, 11. Here, the height dimensions ha, hb and hd may be reversed. A certain force 5 ; This difference is due to the attitude of the step 10 on the return side.
本実施例によれば、 上記のように構成したことにより、 主枠 8端部の 高さ寸法は低く、 傾斜部 Cから上下水平部 A, Bの一部にかけて側枠体 1 3 A, 1 3 Bの上, 下弦材 1 4, 1 5間の間隔を広く したので、 主枠 8は十分な強度を確保することができる。 そのため、 エスカレーター 7 を一体で運搬及び据え付けの際に、 主枠 8の撓みが生じないので、 主枠 8の補強が不要となり、 また、 エスカレ一ター 7の芯出しが容易にでき る。  According to the present embodiment, with the above-described configuration, the height of the end of the main frame 8 is low, and the side frames 13 A, 1 A from the inclined portion C to a part of the upper and lower horizontal portions A, B are provided. Since the interval between the upper and lower chords 14 and 15 of 3B is widened, the main frame 8 can secure sufficient strength. Therefore, since the main frame 8 does not bend when the escalator 7 is transported and installed integrally, the reinforcement of the main frame 8 is not required, and the escalator 7 can be easily centered.
工事面においても、 本実施例における主枠 8端部の高さ寸法は低いの で、 設置の有利性を損なわない。 つま り、 主枠 8の上下水平部端の高さ 寸法は低く したままなので、 上階床 1 と下階床 2, 階段 3と干渉する部 分が少なく、 その結果、 干渉する上下階床や階段を改造する作業が少な くなるので、 設置の有利性を損なわないのである。  In terms of construction, the height of the end of the main frame 8 in this embodiment is low, so the advantage of installation is not impaired. In other words, since the height of the upper and lower horizontal portions of the main frame 8 is kept low, there is little interference with the upper floor 1, the lower floor 2, and the stairs 3, and as a result, the upper and lower floors and stairs that interfere The work of remodeling is reduced, and the advantage of installation is not lost.
上述の構成のエス力レーター 7において、 側枠体 1 3 A, 1 3 Bの上 弦材 1 4の高さが変化する位置 (上弦材 1 4と下弦材 1 5の間隔が変化 する位置) 2 7で、 応力が集中する心配がある場合には、 前記位置 2 7 で、 前記主枠 8を下方から支持する支持手段である支柱 2 8を階段 3の 上部傾斜通路 5を貫通して設けても良い。  In the escalator 7 having the above-described configuration, the position where the height of the upper chord member 14 of the side frames 13 A and 13 B changes (the position where the distance between the upper chord member 14 and the lower chord member 15 changes) If there is a concern that stress may be concentrated at 27, a support 28 supporting the main frame 8 from below is provided at the position 27 through the upper inclined passage 5 of the stairs 3. May be.
また、 この階段 3の上部傾斜通路 5の貫通の工事が厄介な場合には、 第 3図, 第 4図に示すように、 支持手段を第 1 の支持手段と第 2の支持 手段とで構成して支持するようにしても良い。 即ち、 階段 3の上部傾斜 通路 5に設置される第 1 の支持手段である.支柱 2 9 A, 2 9 Bで主枠 8 を下方から支持し、 下階床 2に設置される第 2の支持手段である支柱 3 0で階段 3 (上部傾斜通路 5 ) を下方から支持するするのである。 次に、 第 5図を用いて、 他の実施例について説明する。 Also, if it is troublesome to penetrate the upper inclined passage 5 of the stairs 3, As shown in FIGS. 3 and 4, the supporting means may be constituted by first supporting means and second supporting means and supported. In other words, it is the first supporting means installed on the upper inclined passage 5 of the stairs 3. The main frame 8 is supported from below by the supports 29A and 29B, and the second supporting means is installed on the lower floor 2 The stairs 3 (the upper inclined passage 5) are supported from below by the columns 30 as supporting means. Next, another embodiment will be described with reference to FIG.
本実施例においても、 前述の実施例と同様に主枠 3 1 を構成する側枠 体 3 2は、 その全長に亘つて上辺部に設けられた上弦材 3 3 と、 全長に 亘つて下辺部に設けられた下弦材 3 4 と、 これら上弦材 3 3 と下弦材 3 4 を連結する縦部材 3 5により構成され、 これら部材 3 3, 3 4, 3 5で卜ラスを構成している。 そして、 主枠 3 1 を構成する側枠体 3 2 の上弦材 3 3 を、 上水平部 Aの途中から垂直方向に高く配置し、 高い位 置を保ったまま傾斜部 Cにかけて上弦材 3 3 を配置している。 同様に、 下水平部 Bにおいても、 上弦材 3 3 を、 下水平部 Bの途中から垂直方向 に高く配置し、 高い位置を保ったまま傾斜部 Cにかけて上弦材 3 3 を配 置している。 このように形成することにより、 側枠体 3 2の上弦材 3 3 と下弦材 3 4間の間隔は、 傾斜部 Cから上水平部 A及び下水平部 Bに亘 つて、 上水平部 Aの上端部における側枠体 3 2の上弦材 3 3 と下弦材 3 4間の間隔 h a及び下部水平部 Bの下端部における側枠体 3 2の上弦 材 3 3 と下弦材 3 4間の間隔 h bより広く構成され、 傾斜部 Cにおける 上弦材 3 3 と下弦材 3 4間の間隔 h eは最大となっている (h c > h a, h b ) 。  Also in the present embodiment, the side frame member 32 constituting the main frame 31 in the same manner as the above-described embodiment includes an upper chord member 33 provided on the upper side over the entire length thereof, and a lower side portion over the entire length. The lower chord member 3 4 provided in the upper chord member 3 and the vertical member 35 connecting the upper chord member 33 and the lower chord member 34 are formed. These members 33, 34, 35 constitute a truss. Then, the upper chord material 3 3 of the side frame body 3 2 constituting the main frame 3 1 is arranged vertically high from the middle of the upper horizontal portion A, and the upper chord material 3 3 is extended over the inclined portion C while maintaining the high position. Has been arranged. Similarly, also in the lower horizontal part B, the upper chord material 33 is arranged vertically higher from the middle of the lower horizontal part B, and the upper chord material 33 is arranged over the inclined part C while maintaining the high position. . By forming in this manner, the interval between the upper chord member 33 and the lower chord member 34 of the side frame member 32 is set to be equal to the upper horizontal portion A from the inclined portion C to the upper horizontal portion A and the lower horizontal portion B. The distance ha between the upper chord 33 and the lower chord 34 at the upper end of the side frame 32 and the distance hb between the upper chord 33 and the lower chord 34 at the lower end of the lower horizontal part B The space between the upper chord 33 and the lower chord 34 at the slope C is the largest (hc> ha, hb).
なお、 本実施例においても、 側枠体 3 2は、 上弦材 3 3 と下弦材 3 4 間の間隔を傾斜部 Cから上下水平部 A , Bに亘つて、 水平部 A, Bの上 下端部における側枠体の上弦材 3 3 と下弦材 3 4間の間隔より広く した 構成としているので、 設置の有利性を損なうことなく主枠の強度を維持 することができる。 Also in the present embodiment, the side frame members 32 are provided so that the distance between the upper chord member 33 and the lower chord member 34 extends from the inclined part C to the upper and lower horizontal parts A, B. Wider than the space between the upper chord 33 and the lower chord 34 of the side frame Because of the configuration, the strength of the main frame can be maintained without impairing the advantage of installation.
なお、 本発明は上記実施例に限定されるものではなく、 例えば、 通常 の側枠体の上方に、 補強の為の追加の側枠体を後付けして側枠体を 2段 重ねとし、 傾斜部から上下水平部に亘つて側枠体の上下の幅 (通常の側 枠体の下弦材と、 追加の側枠体の上弦材間の間隔) を広げた構成として も良い。  The present invention is not limited to the above embodiment. For example, an additional side frame for reinforcement is retrofitted above a normal side frame to form a two-stage side frame, The vertical width of the side frame (the interval between the lower chord of the normal side frame and the upper chord of the additional side frame) may be widened from the portion to the upper and lower horizontal portions.
この構成は、 エス力レ一タ一の運搬に主枠の撓みが少ないことが条件 とされる力5^、 後付けにする側枠体を個別に運搬することができる。 This configuration forces 5 ^ which is less deflection of the main frame in the transport of S. force, single data one is the condition, it is possible to carry side frame body to retrofitting individually.
また、 エスカレ一ターを階段に設置した場合、 エスカレ一ター(主枠) と階段との間に余裕があれば、 上述の実施例のように上方のみに側枠体 の上弦材と下弦材間の間隔を広げるのではなく、 下方にも側枠体の上弦 材と下弦材間の間隔を広げて、 主枠の強度を維持するようにしても良い。 例えば、 第 1 図に示したエスカレ一ターの場合は、 上水平部 Aの途中か ら傾斜部 Cの中間踊り場 4付近まで、 側枠体の上弦材 ] 4 と下弦材 1 5 間の間隔を下方に広げることができる。  When the escalator is installed on the stairs, if there is room between the escalator (main frame) and the stairs, the upper frame material and the lower chord material of the side frame body are only provided at the upper side as in the above-described embodiment. Instead of widening the gap between the upper and lower chord members of the side frame body, the strength of the main frame may be maintained. For example, in the case of the escalator shown in Fig. 1, the space between the upper chord member 4 and the lower chord member 15 of the side frame is from the middle of the upper horizontal part A to the vicinity of the intermediate landing 4 of the inclined part C. Can be spread downward.
以上、 上述の各実施例では、 側枠体を、 上弦材, 下弦材, 縦部材で構 成しているが、 強度と軽量をある程度維持できるものであれば、 この構 成に限定されるわけではなく、 例えば、 I型鋼を用いて側枠体を構成し ても良い。 この場合でも、 側枠体の上辺部と下辺部間の間隔、 つま り、 側枠体の上辺部と下辺部間の幅寸法を、 傾斜部から上下水平部に亘つて 広く して、 上記の実施例と同様の効果を奏することができる。  As described above, in each of the above-described embodiments, the side frame is made of the upper chord material, the lower chord material, and the vertical member. However, if the strength and the weight can be maintained to some extent, the configuration is not limited to this configuration. Instead, for example, the side frame may be formed using an I-beam. Even in this case, the distance between the upper side and the lower side of the side frame, that is, the width between the upper side and the lower side of the side frame is increased from the inclined portion to the upper and lower horizontal portions. The same effects as the embodiment can be obtained.

Claims

請 求 の 範 囲  The scope of the claims
. 建築物の上下階に跨って設置され、 傾斜部とその両側に上下水平部 を有する主枠を備え、 この主枠は、 左右一対に設けられた側枠体を有 し、 前記側枠体は、 上辺部と下辺部とこの両辺部間を連結する部材と を有するエスカレーターにおいて、 A main frame having an inclined portion and upper and lower horizontal portions on both sides thereof, the main frame having a pair of left and right side frame members; Is an escalator having an upper side, a lower side, and a member connecting the two sides,
前記側枠体の上辺部と下辺部間の間隔を、 前記主枠の傾斜部から上 下水平部に亘つて、 前記主枠の端部における前記側枠体の上辺部と下 辺部間の間隔より広く したことを特徴とするエスカレーター。 The distance between the upper side and the lower side of the side frame is defined as the distance between the upper side and the lower side of the side frame at the end of the main frame from the inclined portion of the main frame to the upper and lower horizontal portions. An escalator characterized by being wider than the interval.
. 前記側枠体は、 前記側枠体上部の全長に亘つて設けられた上弦材と、 前記側枠体下部の全長に亘つて設けられた下弦材と、 この上弦材と下 弦材間を連結する縦部材とを有し、 前記側枠体の上弦材と下弦材間の 間隔を、 前記主枠の傾斜部から上下水平部に亘つて、 前記主枠の端部 における前記側枠体の上弦材と下弦材間の間隔よリ広く したことを特 徴とする請求項 1記載のエスカレーター。The side frame body includes an upper chord material provided over the entire length of the upper side frame body, a lower chord material provided over the entire length of the lower side frame body, and a space between the upper chord material and the lower chord material. A vertical member to be connected, wherein an interval between an upper chord material and a lower chord material of the side frame is set from an inclined portion of the main frame to an upper and lower horizontal portion. 2. The escalator according to claim 1, wherein the distance between the upper chord material and the lower chord material is widened.
. 無端状に連結されて移動する踏段と、 この踏段の進行方向に沿って 両側に立設された欄干と、 この欄干の周縁に案内され、 前記踏段と同 期移動する移動手摺と、 これらを全長に亘つて支持し、 傾斜部とその 両側に上下水平部を有する主枠を備え、 この主枠は、 左右一対に設け られた側枠体を有し、 前記側枠体は、 上辺部と下辺部とこの両辺部間 を連結する部材とを有するエスカレ一ターにおいて、 A step that is connected endlessly and moves, a balustrade standing upright on both sides along the traveling direction of the step, and a moving handrail that is guided by the periphery of the balustrade and moves synchronously with the step. A main frame supporting the entire length and having an inclined portion and upper and lower horizontal portions on both sides thereof is provided. The main frame has a pair of left and right side frame members. In an escalator having a lower side and a member connecting the both sides,
前記主枠の傾斜部から前記上下水平部に直って、 前記側枠体の上辺 部を、 前記欄干内で前記移動手摺に近接して配置したことを特徴とす るエス力レ一ター。 An escaping force writer wherein an upper side portion of the side frame body is arranged near the moving handrail in the balustrade, from the inclined portion of the main frame to the upper and lower horizontal portions.
. 前記側枠体の上辺部と下辺部間の間隔を、 前記上下水平部から前記 傾斜部にかけて緩やかに広げた構成とすることを特徴とする請求項 1 又は 3記載のエスカレーター。 The space between the upper side and the lower side of the side frame is gradually widened from the upper and lower horizontal parts to the inclined part. Or the escalator according to 3.
. 前記側枠体の上辺部と下辺部間の間隔を、 前記上下水平部から垂直 方向に、 上方に広げた構成とすることを特徴とする請求項 1又は 3記 載のエスカレ一タ一。 4. The escalator according to claim 1, wherein a distance between an upper side portion and a lower side portion of the side frame body is widened vertically in the vertical direction from the upper and lower horizontal portions.
. 中間踊り場を有する建築物の階段に設置され、 傾斜部とその両側に 上下水平部を有する主枠を備え、 この主枠は、 左右一対に設けられた 側枠体を有し、 前記側枠体は、 上辺部と下辺部とこの両辺部間を連結 する部材とを有するエスカレータにおいて、 A main frame having an inclined portion and upper and lower horizontal portions on both sides thereof is provided on a stair of a building having an intermediate landing. The main frame has a pair of side frames provided on the left and right sides. The body is an escalator having an upper side, a lower side, and a member connecting the two sides,
前記側枠体の上辺部と下辺部間の間隔を、 前記主枠の傾斜部から上 下水平部に亘つて、 前記主枠の端部における前記側枠体の上辺部と下 辺部間の間隔より広く し、 前記主枠の上水平部における側枠体の上辺 部と下辺部間の間隔が変化する位置で、 前記主枠を下方から支持する 支持手段を設けたことを特徴とするエスカレーター。  The distance between the upper side and the lower side of the side frame is defined as the distance between the upper side and the lower side of the side frame at the end of the main frame from the inclined portion of the main frame to the upper and lower horizontal portions. An escalator that is wider than the gap and is provided with support means for supporting the main frame from below at a position where the gap between the upper side and the lower side of the side frame body in the upper horizontal portion of the main frame changes. .
. 前記支持手段は、 前記階段に設置され、 前記主枠を支持する第 1 の 支持手段と、 この第 1 の支持手段の下方に設置され、 前記階段を支持 する第 2の支持手段とにより構成されることを特徴とする請求項 6記 載のエス力レーター。The support means includes first support means installed on the stairs and supporting the main frame, and second support means installed below the first support means and supporting the stairs. 7. The escalator according to claim 6, wherein
. 前記主枠の側枠体傾斜部における上辺部と下辺部間の間隔は、 上下 水平部端部における上辺部と下辺部間の間隔の 2倍以上に形成される ことを特徴とする請求項 1, 3, 4, 5, 6又は 7記載のエスカレ一 タ—。 The distance between the upper side and the lower side of the side frame inclined portion of the main frame is formed to be at least twice as large as the distance between the upper side and the lower side at the upper and lower horizontal portions. Escalator described in 1, 3, 4, 5, 6, or 7.
PCT/JP1999/001559 1999-03-26 1999-03-26 Escalator WO2000058196A1 (en)

Priority Applications (3)

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JP2000607909A JP3884913B2 (en) 1999-03-26 1999-03-26 escalator
PCT/JP1999/001559 WO2000058196A1 (en) 1999-03-26 1999-03-26 Escalator
TW090217898U TW520740U (en) 1999-03-26 2000-01-25 Escalator

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Publication number Priority date Publication date Assignee Title
WO2021205544A1 (en) * 2020-04-07 2021-10-14 三菱電機株式会社 Truss structure for passenger conveyor

Families Citing this family (1)

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CN112919293A (en) * 2021-03-15 2021-06-08 北京城建设计发展集团股份有限公司 Parallel arrangement structure of stairs and escalators of large lifting section in rail transit station

Citations (2)

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Publication number Priority date Publication date Assignee Title
JPS5149114B2 (en) * 1970-11-23 1976-12-24
JPS59108685A (en) * 1982-12-10 1984-06-23 株式会社日立製作所 Main frame of man conveyor

Patent Citations (2)

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Publication number Priority date Publication date Assignee Title
JPS5149114B2 (en) * 1970-11-23 1976-12-24
JPS59108685A (en) * 1982-12-10 1984-06-23 株式会社日立製作所 Main frame of man conveyor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021205544A1 (en) * 2020-04-07 2021-10-14 三菱電機株式会社 Truss structure for passenger conveyor

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