JPH04148799A - Tilt cylinder fitting construction for fork lift - Google Patents

Tilt cylinder fitting construction for fork lift

Info

Publication number
JPH04148799A
JPH04148799A JP27486790A JP27486790A JPH04148799A JP H04148799 A JPH04148799 A JP H04148799A JP 27486790 A JP27486790 A JP 27486790A JP 27486790 A JP27486790 A JP 27486790A JP H04148799 A JPH04148799 A JP H04148799A
Authority
JP
Japan
Prior art keywords
welding
support plate
tilt cylinder
stress
face
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
JP27486790A
Other languages
Japanese (ja)
Other versions
JPH085627B2 (en
Inventor
Masanobu Shibuya
渋谷 昌信
Masami Ochiai
落合 正美
Takahito Iwamoto
岩元 崇人
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.)
Toyota Industries Corp
Original Assignee
Toyoda Automatic Loom Works 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 Toyoda Automatic Loom Works Ltd filed Critical Toyoda Automatic Loom Works Ltd
Priority to JP27486790A priority Critical patent/JPH085627B2/en
Publication of JPH04148799A publication Critical patent/JPH04148799A/en
Publication of JPH085627B2 publication Critical patent/JPH085627B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Forklifts And Lifting Vehicles (AREA)

Abstract

PURPOSE:To reduce stress concentration generating on a welded part to half and improve durability of a supporting plate by providing a stepped part having a horizontal face and a linear slope on the upper end face side of a supporting plate, and welding so as to position the welding end part on the slope. CONSTITUTION:When a mast 1 is bent as shown with a virtual line by application of moment in the forward tilting direction on an outer mast 1 at a cargo handling work, as for a welding part 10 on the upper end face side of a supporting plate 7, except stress is concentrated on the welding end part A, stress is concentrated on the point of intersection part B between a slope face 7b and a horizontal face 7a. Namely, by forming the upper end face of the plate 7 out of not only the horizontal face 7a but the continued slope 7b, two points of stress concentration parts can be formed, as a result of this, stress concentration on the welding part 10 on the upper end face side can be dispersed to two points. Hereby, stress generating on the welding end part A can be reduced to half compared with the customary one.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、フォークリフトのマストユニットを前後傾さ
せるためにアウタマストに取り付けられるティルトシリ
ンダのアウタマストに対する取付構造に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a structure for attaching a tilt cylinder to an outer mast, which is attached to the outer mast for tilting the mast unit of a forklift truck back and forth.

(従来の技術) 第5図に示すように、フォークリフトにおけるマストユ
ニットの左右のアウタマストllは、その下端部が車体
前端下部、具体的にはフロントアクスル12にマストブ
ラケット13を介して前後傾可能に取り付けられている
。マストユニットを前後傾させるための左右のティルト
シリンダ14は、シリンダ本体の後端部が車体にシリン
ダブラケット16を介して回動可能に枢着されるととも
に、前方の斜め上方へ向けて延出され、そのピストンロ
ッド15の前端部が前記アウタマスト11の中間部に接
合された支持プレート17に枢軸18を介して回動可能
に連結されている。
(Prior Art) As shown in FIG. 5, the left and right outer masts ll of the mast unit in a forklift have their lower ends connected to the lower front end of the vehicle body, specifically, to the front axle 12 via mast brackets 13, so that they can be tilted forward and backward. installed. The left and right tilt cylinders 14 for tilting the mast unit back and forth have rear end portions of the cylinder bodies rotatably pivoted to the vehicle body via cylinder brackets 16, and extend diagonally upward in front. The front end of the piston rod 15 is rotatably connected via a pivot 18 to a support plate 17 joined to the intermediate portion of the outer mast 11.

そして、従来の支持プレート17は、一般にはほぼ矩形
に形成されるとともに、アウタマスト外面に重ねられた
状態でその前端面全域と上端面の一部及び下端面の一部
とが溶接によって接合されている。なお、左右の支持プ
レート17は、その後端面下部側がティルトビーム19
によって結合されている。
The conventional support plate 17 is generally formed into a substantially rectangular shape, and the entire front end surface, a portion of the upper end surface, and a portion of the lower end surface are joined by welding while superimposed on the outer surface of the outer mast. There is. Note that the left and right support plates 17 have tilt beams 19 on the lower rear end surfaces.
are connected by.

(発明が解決しようとする課題) ところが、上述した従来の場合には、実際の使用時にお
いて、支持プレート17をアウタマスト11に接合して
いる溶接部20のうち、とくに上端面側の溶接端部A点
に応力が集中して亀裂が入ったり剥がれたりすることが
あり、そのまま放置したときは、それが順次進行して破
損に至るという問題がある。これは、荷役作業時におい
て、アウタマスト11に対して図示仮想線の如く、ティ
ルトシリンダ14の力の作用点である枢軸18を中心と
して前方へ撓ませるようなモーメント荷重が作用し、そ
してこの撓みにより溶接端部Aにこれを引っ張るような
形態で外力が集中的に作用することに原因するものと考
えられる。
(Problem to be Solved by the Invention) However, in the conventional case described above, during actual use, the welded end of the welded part 20 joining the support plate 17 to the outer mast 11, especially on the upper end surface side. Stress is concentrated at point A, which may cause cracks or peeling, and if left as is, this problem will progress one after another and lead to damage. This is because, during cargo handling work, a moment load acts on the outer mast 11 as shown in the imaginary line, causing it to deflect forward about the pivot shaft 18, which is the point of force application of the tilt cylinder 14, and due to this deflection. This is thought to be caused by external force acting intensively on the welded end A in a manner that pulls it.

そこで本発明は、上述の問題に鑑み、アウタマスト外面
に支持プレートを接合する溶接部分の、とくに上端面側
の溶接端部に発生する応力集中を軽減し得るように改良
されたフォークリフトのティルトシリンダ取付構造を提
供することを、その目的とする。
In view of the above-mentioned problems, the present invention provides an improved forklift tilt cylinder mounting system that can reduce stress concentration occurring at the welded portion that joins the support plate to the outer surface of the outer mast, particularly at the welded end on the upper end surface side. Its purpose is to provide structure.

(課題を解決するための手段) 上記課題を解決するために、本発明は次のように構成し
たものである。
(Means for Solving the Problems) In order to solve the above problems, the present invention is configured as follows.

すなわち、下端部が車体の前端下部に前後傾可能に取付
けられたアウタマストのほぼ中間部に、後端が車体に回
動可能に支持されて前方の斜め上方へ延出するティルト
シリンダの前端部を回動可能に取り付けるための取付構
造において、前記ティルトシリンダの前端部を回動可能
に取り付けるために前記アウタマストの外側面に重ねら
れた状態で溶接により接合される支持プレートを備えて
おり、同支持プレートはほぼ矩形に形成されるとともに
、上端面側には水平面と直線状の傾斜面とを有する段1
部を備えており、支持プレートの少なくとも前端面全域
と上端面とを含んで施される溶接部の上端部側の溶接端
部が前記傾斜面上に設定されている取付構造としたもの
である。、(作用) 上記構成としたことにより、荷役作業時において、アウ
タマストが前方へ撓んだときの支持プレートの上端面側
に関する溶接部の応力は、溶接端部に集中するほか、傾
斜面と水平部との交点部分にも集中する。つまり、支持
プレートの上端面側の溶接部に関しては、応力集中部が
2箇所となり、溶接端部に集中していた従来に比べると
半減することが可能となる。
In other words, the front end of a tilt cylinder whose rear end is rotatably supported by the vehicle body and extends diagonally upward forward is placed approximately in the middle of an outer mast whose lower end is attached to the lower front end of the vehicle body so as to be tiltable forward and backward. The mounting structure for rotatably mounting the tilt cylinder includes a support plate that is stacked on the outer surface of the outer mast and joined by welding in order to rotatably mount the front end of the tilt cylinder. The plate is formed into a substantially rectangular shape, and has a step 1 having a horizontal surface and a linear inclined surface on the upper end surface side.
and a mounting structure in which the welding end on the upper end side of the welding part that is applied to at least the entire front end surface and the upper end surface of the support plate is set on the inclined surface. . , (Function) With the above configuration, when the outer mast bends forward during cargo handling work, the stress in the weld on the upper end surface of the support plate is concentrated at the weld end, and also on the inclined surface and horizontal Also concentrate on the intersection with the part. That is, regarding the welded portion on the upper end surface side of the support plate, there are two stress concentration portions, which can be reduced by half compared to the conventional case where stress concentration was concentrated at the welded end.

(実施例) 以下、本発明の実施例を第1図及び第2図に基づいて具
体的に説明する。フォークリフトにおけるマストユニッ
トの左右のアウタマストlは従来と同様に車体前端下部
、具体的にはフロントアクスル2にマストブラケット3
を介して前後傾可能に取り付けられる。また、左右のテ
ィルトシリンダ4は、シリンダ本体の端部が車体にシリ
ンダブラケット6を介して回動可能に取り付けられた状
態で、前方の斜め上方に向けて延在されるとともに、そ
のピストンロッド5の端部がアウタマストlの外側面に
接合された支持プレート7に枢軸8を介して回動可能に
連結される。
(Example) Hereinafter, an example of the present invention will be specifically described based on FIGS. 1 and 2. The left and right outer masts l of the mast unit in a forklift are attached to the lower front end of the vehicle body, specifically the mast bracket 3 to the front axle 2, as in the past.
It is attached so that it can be tilted forward and backward. Further, the left and right tilt cylinders 4 extend obliquely upward in front with the ends of the cylinder bodies rotatably attached to the vehicle body via cylinder brackets 6, and their piston rods 5 is rotatably connected via a pivot 8 to a support plate 7 joined to the outer surface of the outer mast l.

支持プレート7は、はぼ矩形状に形成されるとともに、
アウタマストlの上下方向のほぼ中間部においてその後
端部側がアウタマストlの後端から一部突出した状態で
マスト外側面に重ねられ、その状態で、前端面全域と、
上端面の一部と、下端面の一部とが溶接により接合され
ており、そして後端部の上側においてティルトシリンダ
4のピストンロッド5と枢軸8により連結される。なお
、左右の支持プレート7はその後端下部がティルトビー
ム9によって互いに結合されている。
The support plate 7 is formed into a rectangular shape, and
At approximately the midpoint in the vertical direction of the outer mast l, the rear end side partially protrudes from the rear end of the outer mast l and overlaps the outer surface of the mast, and in this state, the entire front end surface and
A portion of the upper end surface and a portion of the lower end surface are joined by welding, and are connected to the piston rod 5 of the tilt cylinder 4 by a pivot shaft 8 at the upper side of the rear end portion. Note that the left and right support plates 7 are connected to each other by a tilt beam 9 at their lower rear ends.

しかして、支持プレート7の上端面側は、前側部分が水
平面7aに形成され、また前後方向のほぼ中間位置であ
ってティルトシリンダ4との連結点よりは前側部分が本
実施例では該ティルトシリンダ4の力の作用線に対して
ほぼ直角をなす後止がりの傾斜面7bに形成されている
In this embodiment, the upper end surface side of the support plate 7 has a front portion formed in a horizontal plane 7a, and a portion located approximately in the middle in the front-rear direction and in front of the connection point with the tilt cylinder 4. It is formed on the inclined surface 7b of the trailing end, which is substantially perpendicular to the line of action of the force.

すなわち、支持プレート7の上端面側は、前側が水平面
7aで中間位置が傾斜面7bとされた段部に形成されて
おり、そして両面7a、7bの交点が鈍角となっている
。従って、支持プレート7に施される溶接部10のうち
、上端面側に関しての溶接部は、その水平面7aから傾
斜面7bまで及んでおり、そして溶接端部Aは傾斜面7
bに定められている。
That is, the upper end surface side of the support plate 7 is formed into a stepped portion with a horizontal surface 7a on the front side and an inclined surface 7b at the intermediate position, and the intersection of both surfaces 7a and 7b forms an obtuse angle. Therefore, among the welds 10 applied to the support plate 7, the welds on the upper end surface side extend from the horizontal surface 7a to the inclined surface 7b, and the welded end A is connected to the inclined surface 7b.
stipulated in b.

なお、ティルトシリンダ4の力の作用線は、アウタマス
トlの傾動に伴い上下方向に関して変動するものである
が、本実施例にあっては前記傾斜面7bは、ティルトシ
リンダ4の変角範囲内の特定の方向、たとえばマスト前
傾時においてほぼ直角をなすように設定される。
Note that the line of action of the force on the tilt cylinder 4 fluctuates in the vertical direction as the outer mast l tilts, but in this embodiment, the inclined surface 7b is within the angular range of the tilt cylinder 4. It is set to form approximately a right angle in a specific direction, for example when the mast is tilted forward.

本実施例のティルトシリンダ取付構造は上述のように構
成したものであり、従って、荷役作業時において、アウ
タマスト1に前傾方向のモーメントが作用して該アウタ
マスト1が第1図の図示仮想線の如く前方へ撓んだとき
、支持プレート7の上端面側の溶接部10に関しては、
溶接端部Aに応力が集中するほか、傾斜面7bと水平面
7aとの交点部分Bにも応力が集中する。つまり、支持
プレート7の上端面を水平面7aのみならずそれに連接
する傾斜面7bとすることにより、2箇所の応力集中部
を形成することができるため、結果として、上端面側の
溶接部10の応力集中を2点に分散することができる。
The tilt cylinder mounting structure of this embodiment is configured as described above. Therefore, during cargo handling work, a forward tilting moment acts on the outer mast 1, causing the outer mast 1 to move along the imaginary line shown in FIG. When the support plate 7 is bent forward as shown in FIG.
In addition to stress being concentrated at the welded end A, stress is also concentrated at the intersection B between the inclined surface 7b and the horizontal surface 7a. In other words, by making the upper end surface of the support plate 7 not only a horizontal surface 7a but also an inclined surface 7b connected thereto, two stress concentration parts can be formed, and as a result, the welded part 10 on the upper end surface side Stress concentration can be distributed to two points.

このことにより、溶接端部Aに生ずる応力を従来に比べ
て半減することが可能となる。
This makes it possible to reduce the stress generated at the welded end A by half compared to the conventional method.

また、本実施例にあっては支持プレート7の上端面側の
溶接部10のうち、ティルトシリンダ4の力の作用線に
対してほぼ直角をなす傾斜面7b側の溶接部は、溶接端
部Aと交点部分Bとの間で前記アウタマストlの撓みに
よる引っ張り力に対して均等に対抗することになるため
、このことによっても溶接端部Aに生ずる応力集中が軽
減されることになる。
Furthermore, in this embodiment, among the welded portions 10 on the upper end surface side of the support plate 7, the welded portions on the inclined surface 7b side that are approximately perpendicular to the line of action of the force of the tilt cylinder 4 are welded end portions. Since the tensile force due to the deflection of the outer mast 1 is evenly resisted between A and the intersection point B, stress concentration occurring at the welded end A is also reduced by this.

第3図及び第4図は、上述のような上端面に傾斜面7b
を備えた本実施例の支持プレート7と、上端面が水平面
のみからなる従来の支持プレート17とについて、アウ
タマスト1.IIに前傾方向のモーメントを作用させた
ときの溶接端部Aに働く応力の大きさを歪みゲージを使
って測定した2例の結果を示したものである。
FIGS. 3 and 4 show an inclined surface 7b on the upper end surface as described above.
Regarding the support plate 7 of this embodiment, which is equipped with the outer mast 1. This figure shows the results of two examples in which the magnitude of the stress acting on the welded end A when a moment in the forward tilting direction is applied to II is measured using a strain gauge.

なお、測定に際して、上端面の溶接長さについては、本
実施例の水平面溶接長さと傾斜面溶接長さとを合わせた
長さが従来の水平面溶接長さと等しく設定されており、
この点を除いては同一条件とした。
In addition, when measuring, the weld length of the upper end surface is set to be equal to the conventional horizontal surface weld length, which is the sum of the horizontal surface weld length and the inclined surface weld length in this example.
The conditions were the same except for this point.

第3図に示す応力試験例1と、第4図に示す応力試験例
2とでは、支持プレートの肉厚と、ティルトビームの板
厚とがそれぞれ相違し、それ以外については全く同一条
件とした。
Stress test example 1 shown in Fig. 3 and stress test example 2 shown in Fig. 4 differ in the thickness of the support plate and the thickness of the tilt beam, but otherwise the conditions are exactly the same. .

第3図の応力試験例1では、従来の支持プレー)17の
溶接端部Aに生じた応力P kg / criに対し、
本実施例の支持プレート7の溶接端部Aに生じた応力は
、0.45Pkg/mm’に減少している。また第4図
の応力試験例2では、従来の支持プレート17の溶接端
部Aに生じた応力Qkg/n+n”対し、本実施例の支
持プレート7の溶接端部Aに生じた応力は、0.3 Q
 kg / mtn 2に減少している。
In stress test example 1 in Fig. 3, for the stress P kg/cri generated at the welded end A of the conventional support plate
The stress generated at the welded end A of the support plate 7 in this example is reduced to 0.45 Pkg/mm'. In addition, in stress test example 2 in FIG. 4, the stress generated at the welded end A of the support plate 7 of this embodiment is 0, whereas the stress generated at the welded end A of the support plate 7 of this embodiment is 0. .3 Q
kg/mtn 2.

この応力試験によっても、本実施例の支持プレート7は
、従来の支持プレート17に比べて溶接端部Aの応力が
軽減していることを認めることができた。
This stress test also confirmed that the stress at the welded end A of the support plate 7 of this example was reduced compared to the conventional support plate 17.

なお、本実施例では傾斜面7bがティルトシリンダ4の
力の作用線に対してほぼ直角をなす場合で説明したが、
これに限るものではなく、たとえばマスト前傾時におい
て、ティルトシリンダ4の力の作用線に対してほぼ90
度〜35度の範囲であれば差し支えない。
In this embodiment, the case where the inclined surface 7b is approximately perpendicular to the line of action of the force of the tilt cylinder 4 has been described.
For example, when the mast is tilted forward, approximately 90 degrees with respect to the line of action of the force of the tilt cylinder 4.
There is no problem as long as it is within the range of 35 degrees to 35 degrees.

(発明の効果) 以上詳述したように、本発明によれば、支持プレートを
アウタマスト外側面に溶接により接合する場合において
、上端面側に水平面と直線状の傾斜面とを有する段部を
備えた構成とし、そしてその傾斜面に溶接端部が位置す
るような形態で溶接することにより、溶接端部に生ずる
応力集中を従来に比べて半減することが可能となる。こ
のことにより、支持プレートの耐久性を向上して安全性
の高いティルトシリンダの取付構造を提供することがで
きる。
(Effects of the Invention) As detailed above, according to the present invention, when the support plate is joined to the outer surface of the outer mast by welding, the step portion having a horizontal surface and a linear inclined surface is provided on the upper end surface side. By adopting such a configuration and performing welding in such a manner that the welding end is located on the inclined surface, stress concentration occurring at the welding end can be halved compared to the conventional method. This makes it possible to improve the durability of the support plate and provide a highly safe tilt cylinder mounting structure.

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

第1図は本発明の実施例に係るティルトシリンダ取付構
造を示す側面図、第2図は要部を示す分解斜視図、第3
図及び第4図はそれぞれ本発明に係る支持プレートと従
来の支持プレートとの上端面側溶接端部に関する応力試
験結果を示すグラフ、第5図は従来のティルトシリンダ
の取付構造を示す側面図である。 l・・・アウタマスト  4・・・ティルトシリンダ7
・・・支持プレート  7a・・・水平面7b・・・傾
斜面   10・・・溶接部出願人 株式会社豊田自動
織機製作所 代理人 弁理士 岡田英彦(外3名) 第 図 第 図 第5図
FIG. 1 is a side view showing a tilt cylinder mounting structure according to an embodiment of the present invention, FIG. 2 is an exploded perspective view showing main parts, and FIG.
4 and 4 are graphs showing the stress test results for the upper end surface side welded ends of the support plate according to the present invention and the conventional support plate, respectively, and FIG. 5 is a side view showing the mounting structure of the conventional tilt cylinder. be. l...Outer mast 4...Tilt cylinder 7
...Support plate 7a...Horizontal surface 7b...Slope surface 10...Welding part Applicant Toyota Industries Corporation Agent Patent attorney Hidehiko Okada (3 others) Figure 5

Claims (1)

【特許請求の範囲】 下端部が車体の前端下部に前後傾可能に取付けられたア
ウタマストのほぼ中間部に、後端が車体に回動可能に支
持されて前方の斜め上方へ延出するティルトシリンダの
前端部を回動可能に取り付けるための取付構造であって
、 前記ティルトシリンダの前端部を回動可能に取り付ける
ために前記アウタマストの外側面に重ねられた状態で溶
接により接合される支持プレートを備えており、同支持
プレートはほぼ矩形に形成されるとともに、上端面側に
は水平面と直線状の傾斜面とを有する段部を備えており
、支持プレートの少なくとも前端面全域と上端面とを含
んで施される溶接部の上端部側の溶接端部が前記傾斜面
上に設定されているフォークリフトのティルトシリンダ
取付構造。
[Scope of Claims] A tilt cylinder whose lower end is rotatably supported by the vehicle body and which extends diagonally upward at approximately the middle of an outer mast whose lower end is attached to the lower front end of the vehicle body so as to be tiltable forward and backward. A mounting structure for rotatably attaching the front end of the tilt cylinder, the support plate being superimposed on the outer surface of the outer mast and joined by welding in order to rotatably attach the front end of the tilt cylinder. The support plate is formed into a substantially rectangular shape, and has a stepped portion having a horizontal surface and a linear inclined surface on the upper end surface side, so that at least the entire front end surface and the upper end surface of the support plate are formed. A tilt cylinder mounting structure for a forklift, wherein a welding end on the upper end side of a welded part that is applied including the welding part is set on the inclined surface.
JP27486790A 1990-10-12 1990-10-12 Tilt cylinder mounting structure for forklift Expired - Lifetime JPH085627B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27486790A JPH085627B2 (en) 1990-10-12 1990-10-12 Tilt cylinder mounting structure for forklift

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27486790A JPH085627B2 (en) 1990-10-12 1990-10-12 Tilt cylinder mounting structure for forklift

Publications (2)

Publication Number Publication Date
JPH04148799A true JPH04148799A (en) 1992-05-21
JPH085627B2 JPH085627B2 (en) 1996-01-24

Family

ID=17547672

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27486790A Expired - Lifetime JPH085627B2 (en) 1990-10-12 1990-10-12 Tilt cylinder mounting structure for forklift

Country Status (1)

Country Link
JP (1) JPH085627B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006008315A (en) * 2004-06-25 2006-01-12 Tcm Corp Mast tilt device
EP2039647A1 (en) 2007-09-20 2009-03-25 Kabushiki Kaisha Toyota Jidoshokki Mast assembly for a forklift truck
JP2013095569A (en) * 2011-11-02 2013-05-20 Sumitomonacco Materials Handling Co Ltd Lifting device and forklift

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006008315A (en) * 2004-06-25 2006-01-12 Tcm Corp Mast tilt device
JP4537775B2 (en) * 2004-06-25 2010-09-08 Tcm株式会社 Mast tilt device
EP2039647A1 (en) 2007-09-20 2009-03-25 Kabushiki Kaisha Toyota Jidoshokki Mast assembly for a forklift truck
JP2013095569A (en) * 2011-11-02 2013-05-20 Sumitomonacco Materials Handling Co Ltd Lifting device and forklift

Also Published As

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JPH085627B2 (en) 1996-01-24

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