JPH07158013A - Suspension bridge - Google Patents

Suspension bridge

Info

Publication number
JPH07158013A
JPH07158013A JP30375893A JP30375893A JPH07158013A JP H07158013 A JPH07158013 A JP H07158013A JP 30375893 A JP30375893 A JP 30375893A JP 30375893 A JP30375893 A JP 30375893A JP H07158013 A JPH07158013 A JP H07158013A
Authority
JP
Japan
Prior art keywords
suspension bridge
walking
girders
cross
stringers
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
JP30375893A
Other languages
Japanese (ja)
Other versions
JP2813857B2 (en
Inventor
Hideo Giyouji
英雄 行事
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.)
Showa Aluminum Can Corp
Original Assignee
Showa Aluminum Corp
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 Showa Aluminum Corp filed Critical Showa Aluminum Corp
Priority to JP5303758A priority Critical patent/JP2813857B2/en
Publication of JPH07158013A publication Critical patent/JPH07158013A/en
Application granted granted Critical
Publication of JP2813857B2 publication Critical patent/JP2813857B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To lighten the weight of a suspension bridge and improve its strength and durability as well. CONSTITUTION:A plurality of cross girders 2 are hung down from parallelling two main cables 1 through a hanger 1a suspended at specific intervals and a plurality of stringers 3 are fitted on these cross girders 2 crosswise at specific intervals, while a numerous footboards 4 are crossed over these stringers 3 and secured thereon mutually adjoining each other. The stringers 3 and footboards 4 of the suspension bridge thus constructed are made of an aluminum hollow extrusion molding shape material having a nearly square cross section.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、上部がアルミニウム中
空押出形材で構成されている吊橋に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a suspension bridge whose upper part is made of aluminum hollow extruded profile.

【0002】[0002]

【従来の技術】図5に示すように、H型鋼からなる横桁
(31)の端部が主ケーブル(32)より垂下されたハンガー(3
3)によって吊下げられ、この横桁(31)上に複数の木製縦
桁(根太)(34)が所定間隔をあけて交叉状に配され、こ
れら縦桁(34)は、取付具(35)およびボルト(36)を介して
横桁(31)上に固定されている。そして、上記各縦桁(34)
を跨いで多数の木製歩板(37)が互いに隣接して配され、
歩板(37)は釘(38)で縦桁(34)上に打ち付けられている。
また、両側の欄干部(39)は、縦横の鉄パイプ(40)(41)に
より枠組みされ、横方向の鉄パイプ(41)(41)間に金網(4
2)が張られている。
2. Description of the Related Art As shown in FIG. 5, a girder made of H-shaped steel
Hanger (3) with the end of (31) hanging from the main cable (32)
Suspended by 3), a plurality of wooden vertical girders (joists) (34) are arranged on the horizontal girder (31) at predetermined intervals in a cross shape. ) And bolts (36) on the cross beam (31). And each vertical girder (34)
A large number of wooden walking boards (37) are arranged adjacent to each other across the
The walking board (37) is struck on the stringer (34) with nails (38).
Further, the balustrade parts (39) on both sides are framed by vertical and horizontal iron pipes (40) (41), and the wire mesh (4) is provided between the horizontal iron pipes (41) (41).
2) is stretched.

【0003】[0003]

【発明が解決しようとする課題】前記従来の吊橋は、横
桁(31)及び欄干部(39)が鉄製であり、また木製の縦桁(3
4)および歩板(37)も所定の強度を得るために厚みのある
ものが用いられることから、当該吊橋は全体の重量が重
くなってしまう。更に、年月の経過により、歩板(37)が
擦り減ったり、木製の横桁(31)が腐ったりすることか
ら、これら各部材の交換が必要となるが、この補修作業
には大がかりな足場を組む必要があり、かかる補修作業
に多大の手間と費用を要する。また、鉄製の欄干(39)に
ついても、年月の経過により、錆びて吊橋の外観を損ね
る他、歩行者の手が汚れる等、種々の問題があった。
In the conventional suspension bridge, the horizontal girder (31) and the balustrade (39) are made of iron, and the wooden vertical girder (3
4) and the walking board (37) are also thick in order to obtain a predetermined strength, the weight of the suspension bridge becomes heavy. Furthermore, as the walking board (37) wears out and the wooden cross beam (31) rots over the years, it is necessary to replace each of these members, but this repair work is not a major task. It is necessary to build a scaffold, and such repair work requires a great deal of time and money. Further, the iron balustrade (39) also has various problems such as rusting over time, impairing the appearance of the suspension bridge, and soiling the hands of pedestrians.

【0004】本発明の目的は、軽量で、しかも強度およ
び耐久性に優れた吊橋を提供することにある。
An object of the present invention is to provide a suspension bridge which is lightweight and has excellent strength and durability.

【0005】[0005]

【課題を解決するための手段】本発明は、平行な2本の
主ケーブルから所定間隔ごとに垂下されたハンガーを介
して複数の横桁が並列に吊り下げられ、これら横桁上に
複数の縦桁が所定間隔をあけて交叉状に取り付けられ、
これら縦桁上には多数の歩板が互いに隣接して渡し止め
られている吊橋において、縦桁および歩板が横断面略方
形のアルミニウム中空押出形材で構成されているもので
ある。
According to the present invention, a plurality of cross girders are suspended in parallel from two parallel main cables via hangers that are hung at predetermined intervals, and a plurality of cross girders are hung on these cross girders. The vertical girders are attached in a cross shape at a predetermined interval,
In a suspension bridge in which a large number of walking boards are fixed to each other on these longitudinal girders, the longitudinal girders and the walking boards are made of an aluminum hollow extruded shape having a substantially rectangular cross section.

【0006】また、上記本発明の吊橋について、互いに
隣合う歩板の対向する側面のうち、一方の側面に歩板の
長さ方向に伸びる凸条が設けられ、他方の側面には凸条
と対応する凹部が設けられている。
Further, in the suspension bridge according to the present invention, among the opposing side surfaces of the walking boards adjacent to each other, one side surface is provided with a ridge extending in the length direction of the walking board, and the other side surface is provided with a ridge. Corresponding recesses are provided.

【0007】更にまた、上記本発明の吊橋について、各
歩板の上面両側縁部にリブが設けられ、これら両側のリ
ブ間における各歩板上面には滑り止め用シートが設けら
れている。
Further, in the above suspension bridge of the present invention, ribs are provided on both side edges of the upper surface of each walking board, and anti-slip sheets are provided on the upper surface of each walking board between the ribs on both sides.

【0008】本発明において、「アルミニウム」という
語には、アルミニウム合金を含むものとする。
In the present invention, the term "aluminum" includes an aluminum alloy.

【0009】[0009]

【作用】本発明の吊橋は、上部の縦桁および歩板がアル
ミニウム中空押出形材で構成されているため、吊橋重量
の大幅な軽量化が可能であると共に経時的な劣化が防止
され、しかも十分な吊橋強度が得られる。
In the suspension bridge of the present invention, since the upper girders and walking boards are made of aluminum hollow extruded profile, the suspension bridge weight can be significantly reduced and deterioration over time can be prevented. Sufficient suspension bridge strength can be obtained.

【0010】また、互いに隣合う歩板の対向する側面の
うち、一方の側面に歩板の長さ方向に伸びる凸条が設け
られ、他方の側面には凸条と対応する凹部が設けられて
いる本発明の吊橋では、隣合う歩板に若干の隙間を有す
る場合でも、歩板の側面における凸条が歩行者の橋下方
の視界を遮るという作用を有する。
Further, among the opposite side surfaces of the walking boards adjacent to each other, one side surface is provided with a ridge extending in the length direction of the walking board, and the other side surface is provided with a concave portion corresponding to the ridge. In the suspension bridge according to the present invention, the ridges on the side surfaces of the walking boards have an effect of blocking the pedestrian's view below the bridge even when there is a slight gap between the adjacent walking boards.

【0011】更に、各歩板の上面に設けられた滑り止め
用シートは、歩行者が足を滑らせるのを有効に防止す
る。
Further, the anti-slip sheet provided on the upper surface of each walking board effectively prevents the pedestrian from slipping his / her foot.

【0012】[0012]

【実施例】本発明にかかる吊橋の実施例を図面にしたが
って説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a suspension bridge according to the present invention will be described with reference to the drawings.

【0013】図1〜図4に示すように、吊橋は、平行な
2本の主ケーブル(1) から所定間隔ごとに垂下されたハ
ンガー(1a)を介して多数の横桁(2) が並列に吊り下げら
れ、これら横桁(2) 上に複数の縦桁(3) が所定間隔をあ
けて交叉状に取り付けられ、これら縦桁(3) 上には多数
の歩板(4) が互いに隣接して渡し止められている。縦桁
(3) および歩板(4) は横断面略方形のアルミニウム中空
押出形材で構成され、また横桁はH型鋼で構成されてい
る。
As shown in FIGS. 1 to 4, in a suspension bridge, a large number of transverse girders (2) are arranged in parallel via two parallel main cables (1) via hangers (1a) suspended at predetermined intervals. A plurality of stringers (3) are mounted on these cross girders (2) at predetermined intervals in a crossed manner, and a large number of walking boards (4) are attached to each other on these stringers (3). It has been handed down next to it. Stringer
(3) and the walking board (4) are made of an aluminum hollow extruded shape having a substantially rectangular cross section, and the cross beam is made of H-shaped steel.

【0014】隣合う歩板(4) の対向する側面のうち、一
方の側面の上半部に歩板の長さ方向に伸びる凸条(5)
が、また他方の側面の下半部にも同じく凸条(6) がそれ
ぞれ設けられており、一方の側面における凸条(5) が設
けられていない下半部は、他方の側面における凸条(6)
に対応した凹部(7) となされ、また他方の側面における
凸条(6) が設けられていない上半部は、一方の側面にお
ける凸条(5) に対応した凹部(8) となされている。
A ridge (5) extending in the length direction of the walking board on the upper half of one of the opposite side surfaces of the adjacent walking board (4).
However, the ridges (6) are also provided on the lower half of the other side, and the lower half without the ridges (5) on one side is the ridge on the other side. (6)
The upper half of the other side where the ridge (6) is not provided is the recess (8) corresponding to the ridge (5) on one side. .

【0015】各歩板(4) の上面両側縁部にはリブ(9) が
設けられ、これら両側のリブ(9) 間における歩板(4) 上
面には耐候性の滑り止め用シート(11)が接着されてい
る。滑り止め用シート(11)としては、塩化ビニルシート
や鉱物粒子が混入されたポリエステルシートが用いられ
る。また、これら滑り止め用シート(11)は、歩板(4) 上
面へ接着した場合に上記リブ(9) の高さよりも低い厚み
とするものである。これにより、該シートの剥離が防止
される。
Ribs (9) are provided on both side edges of the upper surface of each walking board (4), and a weatherproof anti-slip sheet (11) is provided on the upper surface of the walking board (4) between the ribs (9) on both sides. ) Is glued. As the non-slip sheet (11), a vinyl chloride sheet or a polyester sheet mixed with mineral particles is used. Further, these anti-slip sheets (11) have a thickness lower than the height of the ribs (9) when bonded to the upper surface of the walk board (4). Thereby, peeling of the sheet is prevented.

【0016】歩板(4) は横断面略長方形の二つの中空部
(4a)と、これら中空部(4a)間に形成された上下の窪み部
(4b)を備え、両窪み部(4b)間には取付用ボルト(15)を挿
通する透孔(4c)が形成されている。この場合、透孔(4c)
から取付用ボルト(15)を挿入して歩板(4) を縦桁(3) 上
に固定しても、取付用ボルト(15)の頭部(15a) は、窪み
部(4b)内に収容されて歩板(4) の上方へ突出することが
ない。また、歩板(4)を取り付ける際、後に歩板を取替
える必要が生じた場合に歩板(4) を一枚ずつ取替え可能
とするために、隣合う歩板(4) 間に若干の隙間(S) があ
けられている。この他、上記歩板(4) の取り付けにおい
て、複数の縦桁(3) のうち、中央の縦桁についてスペー
サーを介在させることにより、歩板(4) の中央部分を高
くして雨水が歩板の両端側へ流れ落ちる勾配を設けるこ
ともある。
The walking board (4) has two hollow portions with a substantially rectangular cross section.
(4a) and upper and lower depressions formed between these hollow portions (4a)
(4b), and a through hole (4c) through which the mounting bolt (15) is inserted is formed between both recessed portions (4b). In this case, through hole (4c)
Even if the mounting bolt (15) is inserted from above and the walker (4) is fixed on the stringer (3), the head (15a) of the mounting bolt (15) is located inside the recess (4b). It is not housed and does not project above the walking board (4). In addition, when installing the walking board (4), if it is necessary to replace the walking board later, it is possible to replace the walking board (4) one by one, so there is a slight gap between the adjacent walking boards (4). (S) is opened. In addition, when mounting the walk board (4), a spacer is interposed between the central stringers of the plurality of stringers (3) to raise the central portion of the walk board (4) so that rainwater can walk. There may be slopes that run down to both ends of the plate.

【0017】縦桁(3) は、横桁(2) 上にL字形の取付金
具(16)および連結ボルト(19)によって固定され、縦桁
(3) の端部同志は、横桁(2) の上面で突き合わされ、予
め各縦桁(3) 内に挿入された連結部材(17)を介して接続
されている。なお、図中(18)はL字形の取付金具(16)と
縦桁(3) 間に介在されたパッキング又は塗膜を示す。
The vertical girder (3) is fixed on the horizontal girder (2) by an L-shaped mounting bracket (16) and a connecting bolt (19).
The end portions of (3) are butted against each other on the upper surface of the horizontal girder (2) and are connected to each other through a connecting member (17) inserted in each vertical girder (3) in advance. Incidentally, reference numeral (18) in the drawing denotes a packing or coating film interposed between the L-shaped mounting member (16) and the vertical girder (3).

【0018】吊橋の両側の欄干部(20)は、横桁(2) の端
部寄り部分に立設された支柱(12)と、支柱(12)上に渡し
止められている手すり部材(13)と、支柱(12)間に取付け
られている面格子(14)とから構成されており、いずれも
アルミニウム製である。
The balustrades (20) on both sides of the suspension bridge are composed of a pillar (12) standing upright on the end of the cross girder (2) and a handrail member (13) which is suspended on the pillar (12). ) And a surface lattice (14) mounted between columns (12), both made of aluminum.

【0019】上記実施例の吊橋によれば、各縦桁(3) 、
各歩板(4) がアルミニウム中空押出形材で構成され、ま
た高欄部(20)の各構成部材もアルミニウム製であること
から、吊橋全体の重量が大幅に軽量化される。また、隣
合う歩板(4) 間には若干の隙間(S) が設けられているた
め、後に歩板の交換を行う場合には、各縦桁(3) の長さ
分ごとに歩板(4) を順次一枚ずつ外して交換することが
できる。したがって、吊橋を長期間通行止めにすること
なく、夜間だけの作業で歩板の交換が行えるものであ
る。
According to the suspension bridge of the above embodiment, each stringer (3),
Since each walking board (4) is made of an aluminum hollow extruded shape and each component of the balustrade (20) is also made of aluminum, the weight of the entire suspension bridge is significantly reduced. Also, since there is a slight gap (S) between the adjacent walking boards (4), when the walking boards are replaced later, the walking boards are separated by the length of each stringer (3). (4) can be removed one by one and replaced. Therefore, it is possible to replace the walking board only by working at night without suspending the suspension bridge for a long time.

【0020】また、図5に示した上部が木製の既存の吊
橋を上記実施例の本発明にかかる吊橋に改造することも
容易に行える。具体的には、先ず、左右両側の欄干部(3
9)からロープ等により、吊橋の真下に安全ネットを張っ
た上、既存の木製の歩板(37)を撤去した後、既存の木製
縦桁(34)間に、本発明にかかるアルミニウム中空押出形
材製の縦桁を配置し、上記実施例と同様の方法でこれら
を既存の横桁(31)上に固定すると共に既存の木製縦桁(3
4)を撤去する。そして、吊橋の一方からアルミニウム中
空押出形材製の歩板を上記実施例と同様の要領で順次取
付けてゆくだけで、本発明にかかる吊橋への改造が行え
るのである。
Further, the existing suspension bridge shown in FIG. 5 and having a wooden upper part can be easily converted into the suspension bridge according to the present invention of the above embodiment. Specifically, first, the parapet parts (3
From 9), with a rope etc., put a safety net just under the suspension bridge, after removing the existing wooden footboard (37), between the existing wooden longitudinal girders (34), the aluminum hollow extrusion according to the present invention. Placing stringers made of profiles and fixing them on the existing girders (31) in the same manner as in the above-mentioned example, as well as existing wooden girders (3
4) is removed. Then, the suspension bridge according to the present invention can be remodeled only by sequentially mounting the walking boards made of the aluminum hollow extrusion from one side of the suspension bridge in the same manner as in the above-mentioned embodiment.

【0021】この他、上記本発明の吊橋への改造或いは
新設のいずれの場合でも、歩板、横桁、欄干部に用いら
れるアルミニウム製部材をアルマイト処理、或いは適当
な塗装を施すことにより、容易に周辺の景観に合わせる
ことができる。
In addition to the above, in the case of any modification or new construction of the suspension bridge of the present invention, it is easy to alumite-treat or appropriately coat the aluminum members used for the footboard, cross girder and balustrade. It can be adapted to the surrounding landscape.

【0022】上記実施例では、隣合う歩板の対向する側
面にそれぞれ凸条(5) (6) とこれに対応する凹部(7)
(8) を設けたが、一方の側面に凸条のみを設け、他方の
側面に対応する凹部のみを設けることもある。
In the above embodiment, the convex strips (5) (6) and the corresponding recesses (7) are formed on the opposite side surfaces of the adjacent walking boards.
Although (8) is provided, only the convex strip may be provided on one side surface and only the corresponding concave portion may be provided on the other side surface.

【0023】[0023]

【発明の効果】本発明の吊橋は、その上部、すなわち縦
桁、歩板がアルミニウム中空押出形材で構成されている
ので、全体の重量が従来の吊橋に比べて大幅に軽量化さ
れる。また、従来の上部が木製の吊橋が老朽化した場合
に、本発明の吊橋へ容易に改造することができる。ま
た、上部がアルミニウム製の本発明の吊橋は、従来の木
製吊橋のような著しい老朽化がないため、足場を組んで
の大がかりな補修工事が不要となる。
Since the upper part of the suspension bridge of the present invention, that is, the longitudinal girder and the walking board is made of the aluminum hollow extruded shape, the weight of the entire suspension bridge is significantly reduced as compared with the conventional suspension bridge. Further, when the conventional wooden suspension bridge is deteriorated, the suspension bridge of the present invention can be easily modified. Further, since the suspension bridge of the present invention having an aluminum upper portion does not deteriorate significantly as in the conventional wooden suspension bridge, a large-scale repair work by assembling scaffolding is unnecessary.

【0024】また、互いに隣合う歩板の対向する側面の
うち、一方の側面に歩板の長さ方向に伸びる凸条が設け
られ、他方の側面には凸条と対応する凹部が設けられて
いる本発明の吊橋によれば、歩板の補修時に各歩板を一
枚ずつ取替えるために隣合う歩板に若干の隙間を設けた
場合でも、歩板の側面における凸条が歩行者の橋下方の
視界を遮るため、歩行者が恐怖感を抱くのを防止するこ
とができる。
Further, among the opposite side surfaces of the walking boards adjacent to each other, one side surface is provided with a convex strip extending in the length direction of the walking board, and the other side surface is provided with a concave portion corresponding to the convex strip. According to the suspension bridge of the present invention, even when a slight gap is provided between the adjacent walking boards in order to replace each walking board one by one when the walking boards are repaired, the ridges on the side surfaces of the walking boards are under the bridge of the pedestrian. Since it blocks the view of the other person, it is possible to prevent the pedestrian from feeling afraid.

【0025】更に、各歩板の上面に設けられた滑り止め
用シートは、歩行者が足を滑らせるのを有効に防止す
る。
Further, the anti-slip sheet provided on the upper surface of each walking board effectively prevents the pedestrian from slipping his / her foot.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明にかかる吊橋の部分拡大斜視図である。FIG. 1 is a partially enlarged perspective view of a suspension bridge according to the present invention.

【図2】本発明の吊橋の側面図である。FIG. 2 is a side view of the suspension bridge of the present invention.

【図3】図1の吊橋における上部構造を示す部分拡大横
断面図である。
FIG. 3 is a partially enlarged cross-sectional view showing an upper structure of the suspension bridge shown in FIG.

【図4】図1の吊橋における上部構造を示す要部拡大横
断面図である。
FIG. 4 is an enlarged transverse cross-sectional view of main parts showing an upper structure of the suspension bridge in FIG.

【図5】吊橋の従来例を示す部分拡大斜視図である。FIG. 5 is a partially enlarged perspective view showing a conventional example of a suspension bridge.

【符号の説明】[Explanation of symbols]

(1) 主ケーブル (1a) ハンガー (2) 横桁 (3) 縦桁 (4) 歩板 (1) Main cable (1a) Hanger (2) Horizontal girder (3) Vertical girder (4) Pedestrian

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 平行な2本の主ケーブル(1) から所定間
隔ごとに垂下されたハンガー(1a)を介して複数の横桁
(2) が並列に吊り下げられ、これら横桁(2) 上に複数の
縦桁(3) が所定間隔をあけて交叉状に取り付けられ、こ
れら縦桁(3) 上には多数の歩板(4) が互いに隣接して渡
し止められている吊橋において、縦桁(3) および歩板
(4) が横断面略方形のアルミニウム中空押出形材で構成
されている吊橋。
1. A plurality of cross girders via a hanger (1a) suspended from a parallel two main cables (1) at predetermined intervals.
(2) are suspended in parallel, and a plurality of vertical girders (3) are mounted on these cross girders (2) at predetermined intervals in a crossed manner. In suspension bridges where (4) are suspended adjacent to each other, stringers (3) and footboards
(4) is a suspension bridge composed of an aluminum hollow extruded profile with a substantially rectangular cross section.
【請求項2】 互いに隣合う歩板(4) の対向する側面の
うち、一方の側面に歩板(4) の長さ方向に伸びる凸条が
設けられ、他方の側面には凸条と対応する凹部が設けら
れている請求項1記載の吊橋。
2. A ridge extending in the length direction of the walking board (4) is provided on one of the facing side surfaces of the walking boards (4) adjacent to each other, and the other side surface corresponds to the ridge. The suspension bridge according to claim 1, further comprising a recessed portion.
【請求項3】 各歩板(4) の上面両側縁部にリブ(9) が
設けられ、これら両側のリブ(9) 間における歩板(4) 上
面には滑り止め用シート(11)が設けられている請求項1
又は請求項2記載の吊橋。
3. The walking board (4) is provided with ribs (9) on both side edges of the upper surface, and a slip prevention sheet (11) is provided on the upper surface of the walking board (4) between the ribs (9) on both sides. Claim 1 provided
Alternatively, the suspension bridge according to claim 2.
JP5303758A 1993-12-03 1993-12-03 Suspension bridge Expired - Lifetime JP2813857B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5303758A JP2813857B2 (en) 1993-12-03 1993-12-03 Suspension bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5303758A JP2813857B2 (en) 1993-12-03 1993-12-03 Suspension bridge

Publications (2)

Publication Number Publication Date
JPH07158013A true JPH07158013A (en) 1995-06-20
JP2813857B2 JP2813857B2 (en) 1998-10-22

Family

ID=17924923

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5303758A Expired - Lifetime JP2813857B2 (en) 1993-12-03 1993-12-03 Suspension bridge

Country Status (1)

Country Link
JP (1) JP2813857B2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61106513U (en) * 1984-12-14 1986-07-07
JPH041218U (en) * 1990-04-11 1992-01-08

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61106513U (en) * 1984-12-14 1986-07-07
JPH041218U (en) * 1990-04-11 1992-01-08

Also Published As

Publication number Publication date
JP2813857B2 (en) 1998-10-22

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