JPS6240277B2 - - Google Patents

Info

Publication number
JPS6240277B2
JPS6240277B2 JP53047749A JP4774978A JPS6240277B2 JP S6240277 B2 JPS6240277 B2 JP S6240277B2 JP 53047749 A JP53047749 A JP 53047749A JP 4774978 A JP4774978 A JP 4774978A JP S6240277 B2 JPS6240277 B2 JP S6240277B2
Authority
JP
Japan
Prior art keywords
balustrade
arc portion
radius
curvature
circular arc
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
Application number
JP53047749A
Other languages
Japanese (ja)
Other versions
JPS54140389A (en
Inventor
Chuichi Saito
Katsuya Teranishi
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
Priority to JP4774978A priority Critical patent/JPS54140389A/en
Publication of JPS54140389A publication Critical patent/JPS54140389A/en
Publication of JPS6240277B2 publication Critical patent/JPS6240277B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Escalators And Moving Walkways (AREA)

Description

【発明の詳細な説明】 本発明はエスカレータあるいは電動道路等のマ
ンコンベアの欄干に係り、特にステンレス鋼板に
より構成されたマンコンベア用欄干に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a handrail for a passenger conveyor such as an escalator or an electric road, and more particularly to a handrail for a passenger conveyor made of a stainless steel plate.

マンコンベアは、建屋内における重要な輸送サ
ービス設備として定着してきているが、最近では
地下鉄等の都市交通設備に多用されるに及んで主
に耐久性の面での期待と、高級デパート等で重要
視される意匠面での期待に応える必要が生じてい
る。従つて、マンコンベアは、耐久性および意匠
性の両面について高度な配慮が必要になつてい
る。
Passenger conveyors have been established as important transportation service equipment in buildings, but recently they have been widely used in urban transportation facilities such as subways, and expectations are mainly due to their durability and their importance in high-end department stores etc. There is now a need to meet the expectations of people in terms of design. Therefore, passenger conveyors require high consideration in terms of both durability and design.

ここで、マンコンベアの欄干は、乗客を運ぶた
めに無端状に配列されて回動するステツプ1およ
びハンドレール2などの回動体を除いた他の殆ん
ど全ての静止体で構成されるもので、前記ハンド
レール2を支持する主デツキ3、ガイドデツキ
4、下デツキ5および欄干パネル6等の意匠部材
と締結ボルト7および案内ローラ8などの補助材
の組合せで成立つていることは既に周知の通りで
ある。
Here, the railing of the passenger conveyor is composed of almost all stationary bodies except rotating bodies such as the step 1 and the handrail 2, which are arranged in an endless manner and rotate to carry passengers. It is already well known that the handrail 2 is constructed by a combination of design members such as the main deck 3, guide deck 4, lower deck 5, and handrail panel 6 that support the handrail 2, and auxiliary materials such as the fastening bolts 7 and guide rollers 8. That's right.

そして、前記意匠部材のうち、主デツキ3、ガ
イドデツキ4および下デツキ5の材質としては従
来からアルミ合金の押出成形材に化学処理を施し
たものが永く用いられてきている。このアルミ合
金材は一般に知られているように、その断面成形
および曲げ成形などにおいて極めて優れた成形性
をもつていることから広く採用されてきたもので
あるが、最近ではアルミ原料が枯渇化の傾向にあ
つてコスト高であること、また、アルミ合金自体
が軟質(一般の鋼材に比べて)であるために傷が
付き易いこと等の欠点が指摘されはじめている。
Among the design members, the main deck 3, guide deck 4, and lower deck 5 have long been made of extruded aluminum alloy material subjected to chemical treatment. As is generally known, this aluminum alloy material has been widely adopted due to its extremely excellent formability in cross-sectional forming and bending, but recently, aluminum raw materials have become depleted. Disadvantages have begun to be pointed out, such as high cost and the fact that the aluminum alloy itself is soft (compared to general steel), making it more susceptible to scratches.

上記の傷が付き易いという欠点は、乗客の密集
するステツプ1側、すなわち欄干部材の内側面に
おいて深刻であり、数年間稼動したマンコンベア
では多数の乗客が接触してすり傷や打痕が付いて
極めて見苦しくなること、また、地下鉄駅などに
設置されたマンコンベアでは表面の腐蝕現象もか
なり深刻なものとなつている。
The above-mentioned disadvantage of being easily scratched is serious on the step 1 side where passengers are crowded, that is, on the inside surface of the handrail member, and on the passenger conveyor that has been in operation for several years, many passengers come into contact with it, causing scratches and dents. In addition, the surface corrosion of passenger conveyors installed in subway stations and the like has become quite serious.

このように、従来のアルミ合金では、コスト高
の問題にとどまらず、すり傷や腐蝕などマンコン
ベアの寿命上致命的な欠陥を有していると言え
る。
In this way, it can be said that conventional aluminum alloys not only have high costs, but also have flaws such as scratches and corrosion that are fatal to the lifespan of passenger conveyors.

このため、最近ではアルミ合金材に代つて、価
格が安定し、かつ硬さ、耐蝕性ともに優れたステ
ンレス鋼板を採用する研究が続けられ、ごく一部
では製品化された実績もある。
For this reason, research has recently continued into replacing aluminum alloy materials with stainless steel sheets, which are stable in price and have excellent hardness and corrosion resistance, and some have even been commercialized.

しかしながら、ステンレス鋼板製の欄干意匠部
材を量産化するには次のような技術的な問題があ
るために未だ定着していないのが実情である。す
なわち、マンコンベアは第1図に示したように下
部垂降口(図示せず)から上部垂降口にかけて凹
曲線部(図示せず)、凸曲線部Uおよびターミナ
ル曲線部Tと流線的な独得の円弧を描いているた
めに欄干部材の第1条件として曲げ加工性の良さ
が挙げられる。
However, the reality is that mass production of parapet design members made of stainless steel plates has not yet become widespread due to the following technical problems. In other words, as shown in Fig. 1, the passenger conveyor has a streamlined structure with a concave curved part (not shown), a convex curved part U, and a terminal curved part T from the lower hanging opening (not shown) to the upper hanging opening. Because it draws a unique arc, the first requirement for a balustrade member is good bending workability.

ここで、ステンレス鋼板製の欄干部材のうち、
ターミナル半円部の主デツキ3を代表例としてそ
の曲げ加工時の問題点について説明する。
Here, among the parapet members made of stainless steel plate,
Using the main deck 3 of the terminal semicircular portion as a representative example, problems during bending will be explained.

第3図以下第6図において、一般に主デツキ3
は内向きに開口する略字状の断面形状であり、
さらにその外周面g1ではR1、内周面g2ではR2
真半円形となる曲線部Cと直線部AおよびBを有
する略U字形の外観形状に成形されるものであ
る。そして、その成形時には、第3図の如く内周
部にZなる力を間断なく与え、かつ両端部aおよ
びbを矢印XおよびY方向に引張る方法が一般的
である。この場合、矢印XおよびYの引張力に対
して外周面g1は矢印Gの如く伸び、反対に内周面
g2では矢印Eの如く収縮をはじめる。この伸びお
よび収縮現象は、主デツキ3の断面形状と第4図
のような曲げ形状の関係から、その中立軸線Lの
外側では伸び、また、内側では収縮するというよ
うにごく常識的に解析されるもので、前記の収縮
分は当然の結果として第5図および第6図に示し
たようなしわSとなつて表われる。このため、主
デツキ3の幅Wが内側S1あるいは外側S2に変形し
てしまい欄干パネル6および下デツキ5の装着と
意匠性の両面で問題となることは明白である。
In Figures 3 and 6, generally the main deck 3
has an abbreviated cross-sectional shape that opens inward,
Further, it is molded into a substantially U-shaped external shape having a curved portion C and straight portions A and B , which are a perfect semicircle with R 1 on the outer circumferential surface g 1 and R 2 on the inner circumferential surface g 2 . During molding, a general method is to continuously apply a force Z to the inner peripheral portion and to pull both ends a and b in the directions of arrows X and Y, as shown in FIG. In this case, in response to the tensile forces of arrows X and Y, the outer circumferential surface g1 stretches as shown by arrow G, and on the contrary, the inner circumferential surface
At g 2 , it begins to contract as shown by arrow E. This elongation and contraction phenomenon can be analyzed with common sense, from the relationship between the cross-sectional shape of the main deck 3 and the bending shape as shown in Figure 4, that it will elongate on the outside of the neutral axis L and contract on the inside. As a result, the aforementioned shrinkage appears as wrinkles S as shown in FIGS. 5 and 6. Therefore, it is obvious that the width W of the main deck 3 is deformed to the inside S1 or the outside S2 , which causes problems both in terms of installation and design of the balustrade panel 6 and the lower deck 5.

上記の如く、部材の収縮によつてしわSが発生
することは当該技術者のごく日常的な発想といえ
るが、次に述べる曲げ変形の現象は、理論解析と
数次の実際的なテストランによつて解明されたも
のである。
As mentioned above, it can be said that the generation of wrinkles S due to shrinkage of a member is a very common idea of the engineer concerned, but the phenomenon of bending deformation described below is based on theoretical analysis and several practical test runs. This was elucidated by

すなわち、ターミナル部の主デツキ3は前述し
た如く真半円形部Cと直線部AおよびBで形成さ
れるものであるが、この主デツキ3の真半円形部
Cと直線部AおよびBとの境界部にしわSが多く
発生しているが発見されている。
That is, as mentioned above, the main deck 3 of the terminal section is formed by the semicircular part C and the straight parts A and B. Although many wrinkles S occur at the boundary, they have been found.

ここで、主デツキ3(ターミナル部)の外周面
g1を展開して任意の等分点を刻み、その各点の伸
び率を示した第7図によつて従来方法の欠点を説
明する。
Here, the outer peripheral surface of the main deck 3 (terminal part)
The drawbacks of the conventional method will be explained with reference to FIG. 7, which shows the elongation rate of each point after expanding g 1 and dividing it into arbitrary equally divided points.

第7図は主デツキ3を材質SUS304、板厚1.5ミ
リメートルとして第4図の形状とし、かつR1
300ミリメートルとおいた時の値であるが、曲部
C区間において最大約10%の伸びであるのに対
し、直線部AおよびB区間では2%前後の伸びで
あることが判る。すなわち、この主デツキ3は直
線部から曲線部にかけて約5倍という急激な変化
を余儀なくされていることになる。この結果前記
直線部AおよびBと曲線部Cとの境界部において
しわSなどの曲げ変形部が多発していることは容
易に理解されよう。なお、このような伸び率のア
ンバランス現象はR1=300ミリメートル以上の場
合でも大同小異であり、現在までステンレス製欄
干が広く採用されない最大の原因となつていたも
のである。勿論、このしわSの発生は、材料力学
的にみて中立軸線Lの位置に大きく関連すること
も事実であり、第6図に示したように中立軸線L
が外周面g1に近接した位置nにあつて外側の曲率
半径R1に近い中立曲率半径R1となつているため
に内周面g2側では収縮量が大きくなることから必
然的にしわSとなつて変形してしまうものであ
る。
In Figure 7, the main deck 3 is made of SUS304, has a plate thickness of 1.5 mm, has the shape shown in Figure 4, and has R 1 =
Assuming a length of 300 mm, it can be seen that the maximum elongation is about 10% in the curved section C, while the elongation is around 2% in the straight sections A and B. In other words, the main deck 3 is forced to undergo a rapid change of approximately five times from the straight section to the curved section. As a result, it is easy to understand that bending deformations such as wrinkles S occur frequently at the boundaries between the straight portions A and B and the curved portion C. It should be noted that this unbalanced elongation phenomenon is the same even when R 1 = 300 mm or more, and has been the biggest reason why stainless steel balustrades have not been widely adopted until now. Of course, it is also true that the occurrence of wrinkles S is largely related to the position of the neutral axis L from the viewpoint of material mechanics, and as shown in FIG.
is located at a position n close to the outer circumferential surface g 1 and has a neutral radius of curvature R 1 close to the outer radius of curvature R 1 , so the amount of shrinkage increases on the inner circumferential surface g 2 side, which inevitably causes wrinkles. It becomes S and deforms.

ここで、アルミ製欄干の場合にはしわSが出や
すい部分を厚肉にして、その板厚内でしわを吸収
することも可能であるが、薄板を用いるステンレ
ス欄干の場合にはいかんともし難いものとなつて
いる。
Here, in the case of an aluminum balustrade, it is possible to thicken the parts where wrinkles S tend to appear and absorb wrinkles within that board thickness, but in the case of a stainless steel balustrade that uses thin plates, this is difficult. It's becoming difficult.

このような有害なしわSを除去するには部材を
高温に熱して手ハンマで叩くなどの非能率的な方
法しかなく、この手直し作業がもたらす意匠性の
低下とコスト高の欠点は実に深刻な問題とされて
いる。
The only way to remove such harmful wrinkles S is inefficient methods such as heating the component to a high temperature and hammering it with a hand hammer, and the disadvantages of this rework work, such as a decrease in design quality and high costs, are truly serious. It is considered a problem.

以上のように、ステンレス製欄干では、 1 特に直線部と曲線部との境界付近における急
激な伸び率の変化。
As mentioned above, stainless steel balustrades suffer from: 1. Rapid changes in elongation, especially near the boundary between straight and curved sections.

2 曲げ部材の中立軸線がしわの出やすい内周面
から遠い位置にある。
2. The neutral axis of the bending member is located far from the inner peripheral surface where wrinkles tend to appear.

という直接的な原因があげられる。There is a direct cause for this.

本発明は、以上の点にかんがみ、曲げ加工時の
有害な変形を排除し、欄干にステンレス鋼板を用
いたものでもその生産性を飛躍的に高め得る欄干
構成を提供するためになされたものである。
In view of the above points, the present invention has been made in order to provide a balustrade structure that eliminates harmful deformation during bending and can dramatically increase productivity even when stainless steel plates are used for the balustrade. be.

以下、本発明の一実施例を図にもとづき主デツ
キを代表例として説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings, taking a main deck as a representative example.

第8図以下第10図において、ハンドレール
2、欄干パネル6等の構成は従来と全く同様であ
るが本発明では欄干部材の主たる円弧をなす曲線
部の近傍に、この主たる円弧の曲線部の曲率半径
とは異なる曲率半径で形成される別の複数の円弧
部を配し、かつ主デツキ9(従来の主デツキ3に
相当)の円周部g3(従来のg2と同じ)側の内方に
向けて長さM1だけ突出する変形阻止片9aを備
えたステンレス鋼の主デツキとしたことに特徴が
ある。
8 to 10, the configuration of the handrail 2, balustrade panel 6, etc. is completely the same as the conventional one, but in the present invention, the curved part of the main arc of the balustrade member is placed near the curved part of the main arc of the balustrade member. Another plurality of circular arc parts formed with a radius of curvature different from the radius of curvature is arranged, and the circumferential part g 3 (same as the conventional g 2 ) side of the main deck 9 (corresponding to the conventional main deck 3) is arranged. A feature is that the main deck is made of stainless steel and has a deformation preventing piece 9a that projects inward by a length M1.

ここで、主デツキ9は従来と同様の曲率半径
R1(外周)とR2(内周)を基円弧とする曲線部
とし、この曲線部の近傍にはR1<R4,R4<R5
る曲率半径R4およびR5で成る曲線部DおよびE
を配してある。なお、この曲率半径R4,R5の大
きさは概ねR1×2〜5が適当である。
Here, the main deck 9 has the same radius of curvature as before.
A curved section with R 1 (outer periphery) and R 2 (inner periphery) as base arcs, and a curved line with radii of curvature R 4 and R 5 with R 1 < R 4 and R 4 < R 5 near this curved section. Parts D and E
are arranged. Note that the appropriate size of the radii of curvature R 4 and R 5 is approximately R 1 ×2 to 5.

一方、変形阻止片9aは板厚t以の突出量が必
要であり、実際のテストによれば板厚t×3倍以
上のものが最適という結果を得ており、本発明の
場合でも3倍程度突出している。そして、この変
形阻止片9aでは内周面g2の曲げ剛性を増し(第
11図に示したように従来の主デツキ3の内周面
g2部分よりも断面積が増加していることから明ら
かである。)実質的にその中立軸線lを内周面g2
側に寄せたもので、この中立軸lの位置は従来の
nよりも大なるN(N>n)まで移動し、曲率半
径が中央部のR5(R1−R2≒N)となつており、
実際的にはこの部材の収縮量を減少せしめ、しわ
Sの発生を食い止める効果を与えている。
On the other hand, the deformation prevention piece 9a needs to protrude more than the plate thickness t, and according to actual tests, it has been found that a plate thickness t x 3 times or more is optimal, and even in the case of the present invention, the protrusion amount is 3 times the plate thickness t or more. It is outstanding to some extent. In this deformation prevention piece 9a, the bending rigidity of the inner circumferential surface g2 is increased (as shown in FIG. 11, the inner circumferential surface of the conventional main deck 3 is
This is clear from the fact that the cross-sectional area has increased compared to the g2 part. ) Substantially its neutral axis l is the inner circumferential surface g 2
The position of this neutral axis l has been moved to N (N>n), which is larger than the conventional n, and the radius of curvature is R5 (R1-R2≒N) in the center.
In practice, it reduces the amount of shrinkage of this member and has the effect of preventing wrinkles S from forming.

次に、第12図により、R1=約300ミリメート
ル、R4=約1000ミリメートル、R5=約2000ミリ
メートルにした場合の伸び率を従来の第7図と同
じ条件で図表化したものについて説明すれば、次
に述べるような極めて好都合な結果が得られてい
る。
Next, using Figure 12, we will explain the elongation rate when R 1 = approximately 300 mm, R 4 = approximately 1000 mm, and R 5 = approximately 2000 mm, graphed under the same conditions as the conventional Figure 7. As a result, the following very favorable results were obtained.

すなわち、R4=1000ミリメートルとしたD区
間における伸び率の変化は点線で示した第7図の
それと比較してかなりゆるやかな勾配であり直線
部AおよびB区間の伸び率2%前後から自然に約
10%の伸び率に達している。このため、特に直線
部AおよびB区間と円弧をなす曲線部C区間との
境界付近における伸び率の急変がかなり緩和され
ることがわかる。
In other words, the change in elongation rate in section D, where R 4 = 1000 mm, has a much gentler slope compared to that in Figure 7 shown by the dotted line, and the elongation rate changes naturally from around 2% in straight sections A and B. about
It has reached a growth rate of 10%. Therefore, it can be seen that the sudden change in the elongation rate, especially near the boundary between the straight sections A and B and the arcuate curved section C, is considerably alleviated.

さらに、第12図に1点鎖線で示したように、
D区間とA区間との境界付近に追加した曲率半径
R5のE区間によつてさらに前記の伸び率の急変
が緩和されることがわかる。なお、曲率半径R4
およびR5の具体的な数値はステンレス鋼の材質
や板厚に応じて任意に設定されるものである。
Furthermore, as shown by the dashed line in Figure 12,
It can be seen that the E section with the radius of curvature R5 added near the boundary between the D section and the A section further alleviates the sudden change in the elongation rate. In addition, the radius of curvature R4
The specific values of R5 and R5 are arbitrarily set depending on the material and plate thickness of the stainless steel.

このように、本来単一の曲率半径で形成される
べき欄干部材をR1,R4,R5などの連続多円
弧とし、かつ変形阻止片を設けたことにより従来
のような有害かつ大きなしわなどの曲げ変形が発
生しなくなることは第12図によつて明白であ
る。
In this way, the parapet member, which should originally be formed with a single radius of curvature, is made into continuous multi-circular arcs such as R1, R4, R5, etc., and by providing deformation prevention pieces, it is possible to prevent bending such as harmful and large wrinkles as in the past. It is clear from FIG. 12 that no deformation occurs.

以上説明した本発明によれば、ステンレス鋼板
製の欄干部材でも曲げ加工が容易となり、生産性
が著しく向上するものである。さらに、従来のア
ルミ合金製の欄干部材に比べてその表面の損傷お
よび腐蝕などの問題のない耐久性に優れたマンコ
ンベアを提供できる利点がある。
According to the present invention described above, even a parapet member made of stainless steel plate can be easily bent, and productivity is significantly improved. Furthermore, compared to conventional aluminum alloy parapet members, there is an advantage in that it is possible to provide a passenger conveyor with excellent durability without problems such as surface damage and corrosion.

なお、本発明になる欄干部材の外観形態は例示
した主デツキのみにとどまらず、ガイドデツキお
よび下デツキなどにもそのまま応用できるもので
ある。
Note that the external appearance of the balustrade member according to the present invention is not limited to the illustrated main deck, but can also be applied directly to guide decks, lower decks, and the like.

また、本発明の欄干部材は例示のターミナル部
のみに限定されることなく、凹曲線部および凸曲
線部に配置される欄干部材にも適用できるし、さ
らにターミナル部の形状が第13図に示したよう
に基本となる曲率半径R10の曲線部l1の両側に
R11(R11>R10)の曲率半径でなる曲線部
l2と、R12(R10<R11<R12)の曲率半径で成
る曲線部l3それにR13の曲率半径でなる曲線部
l4を配したものでも何ら不都合はなく前記と同様
の効果が達成されるものである。なお、変形阻止
片も例示の如くほぼ直角に折り曲げたものに限定
されないが、完全に内側に折り曲げた場合、硬い
ステンレスを使用した時この折り曲げ部に割れが
発生する。従つて、欄干部材をステンレスにした
場合には、完全に内側に折り曲げたものを実用化
は困難である。
Furthermore, the balustrade member of the present invention is not limited to the illustrated terminal portion, but can also be applied to balustrade members disposed on concave curved portions and convex curved portions, and furthermore, the shape of the terminal portion is shown in FIG. 13. As shown above, there are curved parts with a radius of curvature R11 (R11>R10) on both sides of the basic curved part l 1 with a radius of curvature R10.
A curved section consisting of l 2 and a radius of curvature of R12 (R10<R11<R12) l 3 A curved section consisting of a radius of curvature of R13
Even if l4 is arranged, there is no problem and the same effect as above can be achieved. Note that the deformation preventing piece is not limited to being bent at a substantially right angle as shown in the example, but if it is completely bent inward, cracks will occur at this bent portion when hard stainless steel is used. Therefore, when the parapet member is made of stainless steel, it is difficult to put it into practical use by completely bending it inward.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来のマンコンベアの上部乗降口付近
の側面図、第2図は第1図の―線に沿う断面
図、第3図は欄干部材に曲げ加工を施す時の状態
を示した斜視図、第4図は欄干部材単体の側面
図、第5図は欄干部材の局部的な斜視図、第6図
は第5図の―線に沿う断面図、第7図は欄干
部材の伸び率を図表的に示した図面、第8図は本
発明の一実施例を示す欄干部材の側面図、第9図
は第8図の要部拡大図、第10図は従来の第6図
に相当する図面で本発明になる欄干部分の横断面
図、第11図は第10図の欄干部材の局部的な説
明図、第12図は本発明の一実施例となる欄干部
材の曲げ部分の伸び率を図表化した図面、第13
図は本発明の他の一部の実施例を示した図面であ
る。 1……ステツプ、2……ハンドレール、3……
主デツキ、4……ガイドデツキ、5……下デツ
キ、9……主デツキ、9a……変形阻止片。
Figure 1 is a side view of the area near the upper entrance of a conventional passenger conveyor, Figure 2 is a sectional view taken along the - line in Figure 1, and Figure 3 is a perspective view showing the state when bending the parapet member. Figure 4 is a side view of the balustrade member alone, Figure 5 is a local perspective view of the balustrade member, Figure 6 is a sectional view taken along the line - in Figure 5, and Figure 7 is the elongation rate of the balustrade member. FIG. 8 is a side view of a parapet member showing one embodiment of the present invention, FIG. 9 is an enlarged view of the main part of FIG. 8, and FIG. 10 corresponds to conventional FIG. 6. FIG. 11 is a local explanatory diagram of the balustrade member of FIG. 10, and FIG. 12 is a cross-sectional view of the balustrade member according to the present invention, and FIG. 12 is a cross-sectional view of the balustrade member according to the present invention. Drawing illustrating the rate, No. 13
The figures are drawings showing some other embodiments of the present invention. 1...Step, 2...Handrail, 3...
Main deck, 4...Guide deck, 5...Lower deck, 9...Main deck, 9a...Deformation prevention piece.

Claims (1)

【特許請求の範囲】[Claims] 1 無端状に配列されたステツプ、このステツプ
と同期的に回動するハンドレール、このハンドレ
ールの下方に位置し、その一部が円弧を描く欄干
を備えたものにおいて、前記欄干の円弧部を、断
面が略U字状をなしこの円弧部の中心側に向けて
開口するステンレス鋼板で構成した欄干部材で構
成し、かつ、この欄干部材の円弧部の内周となる
開口端部に、その先端が相対する如く突出し、こ
の開口端部の変形を防止する変形阻止片を設け、
更に前記欄干部材の円弧部両端付近にこの円弧部
の曲率半径よりも大なる曲率半径で形成された第
二の円弧部と、この第二の円弧部よりも大なる曲
率半径の第三の円弧部を連続的に配したことを特
徴とするマンコンベアの欄干。
1. In a device equipped with steps arranged in an endless manner, a handrail that rotates synchronously with the steps, and a balustrade located below the handrail, a part of which draws an arc, the arc part of the balustrade is , consists of a balustrade member made of a stainless steel plate that has a substantially U-shaped cross section and opens toward the center of the arc portion, and has a balustrade member at the open end that is the inner periphery of the arc portion of the balustrade member. Provided with deformation prevention pieces whose tips protrude so as to face each other and prevent deformation of this opening end,
Furthermore, a second circular arc portion formed with a radius of curvature larger than the radius of curvature of this circular arc portion is formed near both ends of the circular arc portion of the parapet member, and a third circular arc portion with a radius of curvature larger than this second circular arc portion. A passenger conveyor railing characterized by a continuous arrangement of parts.
JP4774978A 1978-04-24 1978-04-24 Handrail for man-conveyor Granted JPS54140389A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4774978A JPS54140389A (en) 1978-04-24 1978-04-24 Handrail for man-conveyor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4774978A JPS54140389A (en) 1978-04-24 1978-04-24 Handrail for man-conveyor

Publications (2)

Publication Number Publication Date
JPS54140389A JPS54140389A (en) 1979-10-31
JPS6240277B2 true JPS6240277B2 (en) 1987-08-27

Family

ID=12783992

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4774978A Granted JPS54140389A (en) 1978-04-24 1978-04-24 Handrail for man-conveyor

Country Status (1)

Country Link
JP (1) JPS54140389A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005126204A (en) * 2003-10-24 2005-05-19 Mitsubishi Electric Corp Railing device of man conveyor

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3321059A (en) * 1965-09-10 1967-05-23 Otis Elevator Co Passenger conveyor balustrade
GB1352098A (en) * 1971-09-24 1974-05-15 Goodyear Tire & Rubber Balustrade construction
JPS5514032A (en) * 1978-07-15 1980-01-31 Matsushita Electric Works Ltd Massage machine

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3321059A (en) * 1965-09-10 1967-05-23 Otis Elevator Co Passenger conveyor balustrade
GB1352098A (en) * 1971-09-24 1974-05-15 Goodyear Tire & Rubber Balustrade construction
JPS5514032A (en) * 1978-07-15 1980-01-31 Matsushita Electric Works Ltd Massage machine

Also Published As

Publication number Publication date
JPS54140389A (en) 1979-10-31

Similar Documents

Publication Publication Date Title
US4073177A (en) Method for bending thick profiled parts, part obtained thereby and application thereof to pane framings and the like
JPS6272B2 (en)
JPS6114071B2 (en)
US4273232A (en) Passenger conveyor balustrade
JPS6240277B2 (en)
KR820001479B1 (en) Passenger conveyor balustrade
JPH11179437A (en) Bending mandrel and push-through bending method
JPS6114072B2 (en)
JPH0576951A (en) Press forming method
JPS595514B2 (en) man conveyor steps
JPH1099917A (en) Pressing device
US6119498A (en) Node roller combination
JP5059462B2 (en) Long shape bending apparatus and long shape bending method
JPS5819586B2 (en) Man conveyor railing
KR840001032B1 (en) Man conveyor
KR830000105Y1 (en) Handrail of conveyor for human transportation (CONVEYOR 欄 干)
JP2001137957A (en) Push through type bending device
JPS582154B2 (en) man conveyor
JPS6121123Y2 (en)
RU2070458C1 (en) Corrugated bent shape
CN216243519U (en) Novel bending-resistant aluminum alloy hollow profile
JPH0522616Y2 (en)
JPS6410436B2 (en)
JPS5844599B2 (en) Handrail guide device
RU2073574C1 (en) High-rigidity profile