JPS6228259B2 - - Google Patents

Info

Publication number
JPS6228259B2
JPS6228259B2 JP56074272A JP7427281A JPS6228259B2 JP S6228259 B2 JPS6228259 B2 JP S6228259B2 JP 56074272 A JP56074272 A JP 56074272A JP 7427281 A JP7427281 A JP 7427281A JP S6228259 B2 JPS6228259 B2 JP S6228259B2
Authority
JP
Japan
Prior art keywords
formwork
slab
culvert
side wall
curved
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
JP56074272A
Other languages
Japanese (ja)
Other versions
JPS57189805A (en
Inventor
Nobuyuki Matsugashita
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.)
FUOOMU SAABISU KK
OKABE KK
Original Assignee
FUOOMU SAABISU KK
OKABE KK
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 FUOOMU SAABISU KK, OKABE KK filed Critical FUOOMU SAABISU KK
Priority to JP56074272A priority Critical patent/JPS57189805A/en
Publication of JPS57189805A publication Critical patent/JPS57189805A/en
Publication of JPS6228259B2 publication Critical patent/JPS6228259B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Description

【発明の詳細な説明】 本発明は、コンクリートで構築されるカルバー
ト、特に長さ方向に彎曲した部分を有するカルバ
ートの施工に適した移動内型枠装置に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a moving formwork apparatus suitable for constructing a culvert constructed of concrete, particularly a culvert having a longitudinally curved section.

従来のカルバート内型枠のセントル式のもの
は、大型のフレームを台車にのせ、そのフレーム
に型枠を固定し、型枠の整形及びコンクリートか
らの離脱は、フレームと型枠の間に挿入されたジ
ヤツキの操作によつて行つているため、重量が極
めて大で、多くのジヤツキを有し操作は複雑で、
高価な設備となるため、もつぱら非能率的な手組
みによる型枠が採用されてきたが、工事の省力化
とスピードアツプが強く要求されるにしたがい、
安価で型枠の移動も含めてその取扱いの容易な型
枠が要望されるようになつてきた。
In the conventional center-type formwork inside a culvert, a large frame is placed on a trolley, the formwork is fixed to the frame, and the formwork is shaped and removed from the concrete by inserting the formwork between the frame and the formwork. This is done by operating a jack, which is extremely heavy, has many jacks, and is complicated to operate.
Because the equipment was expensive, inefficient hand-assembled formwork was used, but as there was a strong demand for labor-saving and speed-up of construction,
There is a growing demand for formwork that is inexpensive and easy to handle, including movement of the formwork.

そこで本発明者は、この要望を満足するため
に、さきに特開昭49−111428号の移動式内型枠装
置を発明、実用化して多くの成果をあげてきた。
In order to satisfy this demand, the inventors of the present invention first invented and put into practical use a movable inner formwork device disclosed in Japanese Patent Application Laid-Open No. 111428/1983, and have achieved many results.

ところで、カルバートは、その長手方向におい
て直線部分ばかりでなく、多くの曲線部分を有し
ているが、前記発明のように移動式の型枠装置で
は、一般に全長を長く形成しているため、彎曲し
た部分の施工では、その曲りに適合することがで
きず、そのため特別に短尺の装置を用意して数多
く接続して使用したり、その彎曲部分専用の型枠
装置を作つて使用したり、或は従来一般に行われ
ている手組みによる型枠を使用したりしなければ
ならない状態で、したがつて、彎曲部分を有する
カルバートの施工には、多くの労力や経費を要し
施工能率が悪い等多くの問題が生じてきている。
By the way, a culvert has many curved parts as well as straight parts in its longitudinal direction, but in a movable formwork device like the one in the above invention, the overall length is generally long, so there are many curved parts. When constructing a curved part, it is not possible to adapt to the curve, so it is necessary to prepare a special short device and connect a large number of them, or to create and use a formwork device specifically for the curved part. However, the construction of culverts with curved sections requires a lot of labor and expense, resulting in poor construction efficiency. Many problems have arisen.

本発明は、前述のような大型の移動式型枠装置
の有する問題点を解決しようとするもので、スラ
ブ型枠と側壁型枠とよりなる型枠装置を彎曲調節
自在に構成し、これによつて彎曲部分を有するカ
ルバートの施工も能率よく行え、労力や経費の低
減を図れる安価な移動内型枠装置を提供せんとす
るものである。
The present invention aims to solve the problems of the large-scale mobile formwork apparatus as described above, and includes a formwork apparatus consisting of a slab formwork and a side wall formwork that can be freely adjusted in curvature. Therefore, it is an object of the present invention to provide an inexpensive moving formwork device that can efficiently perform the construction of culverts having curved portions and reduce labor and costs.

以下、本発明の実施例を図面を参照して説明す
る。
Embodiments of the present invention will be described below with reference to the drawings.

第1図は本発明に係る移動内型枠装置を示した
正面図であり、第2図はその一部切截平面図であ
つて、1はスラブ型枠、2はこのスラブ型枠1の
両側端部に傾動調節自在に設けられた側壁型枠、
3はこれら型枠1,2,2を載置してカルバート
の長さ方向に移動させる走行台車である。
FIG. 1 is a front view showing a moving formwork apparatus according to the present invention, and FIG. 2 is a partially cutaway plan view thereof, in which 1 is a slab formwork, and 2 is a plan view of this slab formwork 1. Side wall formwork with adjustable tilting at both ends;
Reference numeral 3 denotes a traveling truck on which these formworks 1, 2, 2 are placed and moved in the length direction of the culvert.

スラブ型枠1は、カルバートの長さ方向に沿う
複数本の支持桁4,4を所要間隔をおいて配列
し、この支持桁4,4上に、カルバートの横断方
向に長く形成した複数本のスラブ梁5,5を載置
して各交叉部をピン6によつて枢着し、これらス
ラブ梁5の上面にスラブせき板7を載置或は固定
して形成されている。
The slab formwork 1 is constructed by arranging a plurality of support girders 4, 4 at required intervals along the length direction of the culvert, and on the support girders 4, 4, a plurality of support girders 4, 4, which are formed long in the transverse direction of the culvert, are arranged. It is formed by placing slab beams 5, 5, with their respective intersections pivotally connected by pins 6, and by placing or fixing a slab sheath plate 7 on the upper surface of these slab beams 5.

また、側壁型枠2は、前記スラブ梁5,5の両
端部にそれぞれ縦バタ8,8の上端部をピン9,
9により傾動自在に枢着し、縦バタ8,8の外側
に側壁せき板10,10を取付けて形成されてい
る。そして、側壁型枠2,2の下部には、それぞ
れ内側に突設したブラケツト11を介して、カル
バートの横断方向に走行できる移動車輪12が複
数個設けられている。
Further, the side wall formwork 2 is provided with pins 9, which connect the upper ends of the vertical flaps 8, 8 to both ends of the slab beams 5, 5, respectively.
The vertical flaps 8, 8 are pivotally connected to each other so as to be tiltable, and side wall plates 10, 10 are attached to the outside of the vertical flaps 8, 8. A plurality of movable wheels 12 that can run in the transverse direction of the culvert are provided at the lower portions of the side wall forms 2, 2 via brackets 11 that respectively protrude inward.

走行台車3は、カルバートの横断方向に長く形
成された台杆13と、床面16にカルバートの長
さ方向に沿つて配設された一対のレール15,1
5にのつて移動できる走行車輪14,14とによ
り形成されており、台杆13の両端部には、外端
から内方に向けて低くなるような案内斜面17,
17が設けられており、前記側壁型枠2,2の移
動車輪12,12はこの案内斜面17,17のあ
る台杆13の端部にのつて、台杆13に沿つて側
壁型枠2,2の下端部をカルバートの横断方向に
移動案内されるようになつている。
The traveling bogie 3 includes a stand rod 13 formed long in the transverse direction of the culvert, and a pair of rails 15, 1 disposed on the floor surface 16 along the length direction of the culvert.
At both ends of the stand rod 13, there are guide slopes 17, which become lower from the outer end toward the inside.
17 are provided, and the moving wheels 12, 12 of the side wall formworks 2, 2 ride on the end of the stand rod 13 where the guide slopes 17, 17 are located, and move the side wall formworks 2, 2 along the stand rod 13. The lower end of the culvert is guided in a transverse direction of the culvert.

そして、スラブ型枠1と側壁型枠2,2との各
適所間には、両端部をスラブ梁5と縦バタ8とに
それぞれピン18,19により枢着した、伸縮装
置20を有するブレース材21が架設され、この
伸縮装置20を伸縮させることによつてピン1
8,19間の距離を調節し、側壁型枠2をその上
端部のピン9を中心として第1図矢印のように傾
動調節できるようにしている。
Between the slab formwork 1 and the side wall formworks 2, 2, a brace material having an expansion and contraction device 20, whose both ends are pivotally connected to the slab beam 5 and the vertical butterfly 8 by pins 18, 19, respectively. 21 is installed, and by expanding and contracting this telescoping device 20, the pin 1
By adjusting the distance between 8 and 19, the side wall form 2 can be tilted about a pin 9 at its upper end as shown by the arrow in FIG.

さらに、スラブ梁5,5と支持桁4,4とによ
り形成された方形状囲枠の対角線方向には、ター
ンバツクル或はシリンダー等の伸縮装置22を架
設して、その両端部をそれぞれスラブ梁5或は支
持桁4にピン23によつて枢着し、この伸縮装置
22を伸縮させることによつて、各スラブ梁は互
にその長さ方向に相対的に変位し、支持桁4,4
はその弾性によつて彎曲されるようになり、スラ
ブ梁5,5と支持桁4,4とにより形成された方
形状囲枠は菱形状に変形されるようになるのであ
る。その結果、スラブ型枠1の平面形状は全体と
して第3図のようにその長さ方向に沿つて彎曲さ
れ、それにつれてスラブ型枠2の両側端部に枢着
されている側壁型枠2,2全体もスラブ型枠1の
彎曲に沿つて彎曲されることになり、施工するカ
ルバートの長さ方向の彎曲に沿つた形状に変形す
ることができるのである。
Further, in the diagonal direction of the rectangular surrounding frame formed by the slab beams 5, 5 and the support girders 4, 4, an expansion and contraction device 22 such as a turnbuckle or cylinder is installed, and both ends thereof are connected to the slab beam 5, respectively. Alternatively, by pivotally connecting the support girder 4 with a pin 23 and expanding and contracting the expansion device 22, each slab beam is displaced relative to each other in its length direction, and the support girder 4, 4
becomes curved due to its elasticity, and the rectangular surrounding frame formed by the slab beams 5, 5 and the support girders 4, 4 is deformed into a rhombus shape. As a result, the planar shape of the slab formwork 1 as a whole is curved along its length as shown in FIG. The entire 2 is also curved along the curvature of the slab formwork 1, and can be deformed into a shape that follows the curvature in the length direction of the culvert to be constructed.

なお、このような型枠の変形操作を行う場合に
は、スラブせき板7は取除いた状態で行うのがよ
く、スラブせき板7は型枠の変形操作後、その平
面形状に合せて張り込んでやればよい。また、側
壁型枠2,2は全体に薄くて長さ方向に弾性変形
し易い構造であるから、せき板10は常時取付け
たままでも、変形操作は容易に行うことができ
る。
Note that when performing such a formwork deformation operation, it is best to do so with the slab sheath plate 7 removed, and after the formwork deformation operation, the slab weir plate 7 should be stretched to match the planar shape of the formwork. Just do it in-depth. Further, since the side wall forms 2, 2 are thin as a whole and have a structure that is easily elastically deformed in the longitudinal direction, the shear plate 10 can be easily deformed even if it is always attached.

この型枠の彎曲させる構成は、前記の手段に限
ることなく、例えば第5図に示したように、変形
手段に用いられている伸縮装置22の枢着位置を
対角線上にあるスラブ梁5と支持桁4との枢着ピ
ン6,6と同じ位置としたり、或はスラブ梁5と
支持桁4との各適所間にピン23,23により枢
着してもよい。そして、伸縮装置22はスラブ梁
5,5と支持桁4,4とにより形成された方形状
囲枠のすべてに設けなくてもよく、少なくとも両
端部の囲枠に設けておけば、型枠1,2の彎曲操
作は行うことができる。また、スラブ梁5にネジ
杆24を螺合した調節杆25を固着してネジ杆2
4を回動させその進退によつて支持桁4の押圧度
を調節して、スラブ梁5と支持桁4との交叉角を
変化させるようにしてもよい。
The structure for curving the formwork is not limited to the above-mentioned means. For example, as shown in FIG. It may be located at the same position as the pivot pins 6, 6 with the support girder 4, or may be pivotally connected between the slab beam 5 and the support girder 4 at appropriate positions with pins 23, 23. The expansion and contraction device 22 does not need to be provided in all of the rectangular surrounding frames formed by the slab beams 5, 5 and the support girders 4, 4, but if it is provided at least in the surrounding frames at both ends, it is possible to , 2 can be performed. In addition, the adjusting rod 25 with the threaded rod 24 screwed onto the slab beam 5 is fixed to the screw rod 2.
The intersecting angle between the slab beam 5 and the support girder 4 may be changed by rotating the support girder 4 and adjusting the degree of pressure on the support girder 4 by moving it forward or backward.

なお、26は床面16上に別途配設された下部
型枠補助材で、この上端面とこれに当接する側壁
型枠2を内側に傾斜させる際に、その下端面が下
部型枠補助材26の上端面からスムーズに離脱で
きるようにしてある。
In addition, 26 is a lower formwork auxiliary material separately arranged on the floor surface 16, and when this upper end surface and the side wall formwork 2 that abuts this are inclined inward, its lower end surface becomes the lower formwork auxiliary material. It is designed so that it can be smoothly removed from the upper end surface of 26.

そして、本発明型枠装置は、図のように側壁型
枠2,2に設けた移動車輪12,12を走行台車
3の台杆13の両端部上面に載置して構成され、
台杆13に取付けられた走行車輪14,14によ
つて、レール15,15上をカルバートの長手方
向に沿つて自在に走行移動できるのである。
The formwork apparatus of the present invention is constructed by placing moving wheels 12, 12 provided on the side wall formworks 2, 2 on the upper surfaces of both ends of the platform rod 13 of the traveling truck 3, as shown in the figure.
The running wheels 14, 14 attached to the stand rod 13 allow the culvert to freely run and move on the rails 15, 15 along the longitudinal direction of the culvert.

前記構成よりなる本発明装置を用いて、例えば
平面曲線状のカルバートを施工するには、走行台
車3の車輪14,14によりレール15,15上
を所定の施工位置まで移動させて固定する。次
に、ブレース材21の伸縮装置を操作してこれを
伸縮させ、スラブ型枠1および側壁型枠2,2を
所定の状態にセツトする。そして、スラブ型枠1
の各伸縮装置22を伸縮させて、第3図のように
支持桁4,4を彎曲させ、これによつてスラブ型
枠1を平面的に彎曲変形させるとともに、側壁型
枠2,2を彎曲させ、その外側面をカルバートの
平面曲率に適合させるようにするのである。この
操作を行う場合には、前記したようにスラブせき
板7は取除いておき、操作の終了後載置或は固定
させればよい。
In order to construct, for example, a planar curved culvert using the apparatus of the present invention having the above-mentioned configuration, it is moved on the rails 15, 15 by the wheels 14, 14 of the traveling trolley 3 to a predetermined construction position and fixed. Next, the expansion and contraction device of the brace material 21 is operated to expand and contract it, and the slab form 1 and the side wall forms 2, 2 are set in a predetermined state. And slab formwork 1
The expansion and contraction devices 22 are expanded and contracted to curve the supporting girders 4, 4 as shown in FIG. the outer surface of the culvert to match the planar curvature of the culvert. When performing this operation, the slab weir plate 7 may be removed as described above, and placed or fixed after the operation is completed.

図のようなカルバートの施工においては、この
内型枠装置のほかに外型枠が必要とされるが、こ
の外型枠については従来一般に行われている手組
みの型枠を用いたり、或は走行自在な移動型枠や
クレーン吊による大型々枠を使用したり、その適
用は任意である。
In the construction of a culvert like the one shown in the figure, an outer formwork is required in addition to this inner formwork device, and for this outer formwork, it is possible to use hand-assembled formwork, which has been commonly done in the past, or The use of movable formwork or large frames suspended by cranes is optional.

本発明内型枠装置および外型枠が前述のように
セツトされれば、コンクリート27を打設する。
それが硬化したら、第4図に示すように、ブレー
ス材の伸縮装置20,20を縮めて側壁型枠2,
2の下部を台杆13の斜面17,17に沿つて内
方へ引寄せてこれを傾動させれば、側壁型枠2,
2およびスラブ型枠1はそれぞれコンクリート2
7より離脱し、型枠装置は降下すると共に内方に
縮少されることになる。そして、その状態で次の
施工場所に走行移動させ、前述の操作を繰返して
施工を進めて行くのである。なお、次の施工場所
におけるカルバートの平面曲率が前施工場所にお
けると同様であれば、伸縮装置22による彎曲操
作を除外して、ブレース材の伸縮装置20,20
の操作による側壁型枠2,2の傾動操作だけで型
枠セツトを行うことができる。
Once the inner formwork apparatus and outer formwork of the present invention are set as described above, concrete 27 is poured.
Once it has hardened, the brace material expansion and contraction devices 20, 20 are retracted and the side wall formwork 2, as shown in FIG.
By pulling the lower part of the frame 2 inward along the slopes 17, 17 of the stand rod 13 and tilting it, the side wall formwork 2,
2 and slab formwork 1 are respectively concrete 2
7, the formwork device is lowered and contracted inwardly. Then, in this state, the machine is moved to the next construction site and the above-mentioned operations are repeated to proceed with the construction. In addition, if the planar curvature of the culvert at the next construction site is the same as that at the previous construction site, the bending operation by the expansion and contraction device 22 is excluded, and the expansion and contraction devices 20 and 20 of the brace material
Formwork can be set simply by tilting the side wall formworks 2, 2.

以上説明したように本発明は、スラブ型枠の両
側部に側壁型枠を傾動調節自在に設け、側壁型枠
に下部をカルバートの横断方向に移動できるよう
に走行台車に載置したので、軽量で安価に製作で
き操作が簡易であるとともに、スラブ型枠は、そ
の支持桁とスラブ梁との交叉角度を調節自在とし
たので、型枠の彎曲調節が自在であり、したがつ
て、カルバートが平面上彎曲している場合でも、
スラブ型枠および側壁型枠をその形状に沿うよう
に容易に整形させることができ、施工性の優れた
大型の移動型枠装置の適用範囲を著しく拡大し、
施工の能率化と施工費の節減を大巾に図ることが
できる等、多くの優れた効果を奏するものであ
る。
As explained above, in the present invention, the side wall formwork is provided on both sides of the slab formwork in a tilt-adjustable manner, and the lower part of the side wall formwork is mounted on a traveling trolley so that it can be moved in the transverse direction of the culvert. In addition to being inexpensive to manufacture and easy to operate, the slab formwork can freely adjust the intersection angle between the support girder and the slab beam, so the curvature of the formwork can be adjusted freely. Even if it is curved on the plane,
It is possible to easily shape slab formwork and side wall formwork to follow their shapes, significantly expanding the scope of application of large-scale mobile formwork equipment with excellent workability.
It has many excellent effects, including the ability to improve construction efficiency and significantly reduce construction costs.

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

第1図は本発明装置の正面図、第2図は平面
図、第3図は本発明装置を彎曲させた状態を示し
た平面図、第4図は施工後側壁型枠を傾動して脱
型したところを示した正面図、第5図および第6
図はそれぞれ型枠を彎曲させる機構の他の実施例
を示した平面図である。 1……スラブ型枠、2……側壁型枠、3……走
行台車、4……支持桁、5……スラブ梁、7……
スラブせき板、8……縦バタ、10……側壁せき
板、12……移動車輪、13……台杆、14……
走行車輪、15……レール、16……床面、20
……伸縮装置、21……ブレース材、22……伸
縮装置、27……コンクリート。
Figure 1 is a front view of the device of the present invention, Figure 2 is a plan view, Figure 3 is a plan view showing the device of the present invention in a curved state, and Figure 4 is a side wall formwork that can be tilted and removed after construction. Front view showing the molded area, Figures 5 and 6
The figures are plan views showing other embodiments of the mechanism for bending the formwork. 1... Slab formwork, 2... Side wall formwork, 3... Traveling bogie, 4... Support girder, 5... Slab beam, 7...
Slab weir plate, 8... Vertical flap, 10... Side wall weir plate, 12... Moving wheel, 13... Stand rod, 14...
Running wheels, 15...Rail, 16...Floor surface, 20
... Expanding device, 21... Brace material, 22... Expanding device, 27... Concrete.

Claims (1)

【特許請求の範囲】[Claims] 1 カルバートの長手方向に沿う複数本の支持桁
を所要間隔をおいて配列し、この支持桁上に、カ
ルバートの横断方向に長く形成した複数本のスラ
ブ梁を載置して各交叉部を枢着したスラブ型枠
と、該型枠の両側部に傾動調節自在に枢着すると
ともに、下部に、カルバートの横断方向に走行で
きる移動車輪を設けた側壁型枠と、前記移動車輪
を載置する台杆に、カルバートの長手方向に走行
できる車輪を設けた走行台車とよりなり、前記ス
ラブ型枠には、支持桁とスラブ梁との交叉角を調
節する装置を設けたことを特徴とする、カルバー
トの移動内型枠装置。
1 Arrange multiple support girders along the length of the culvert at required intervals, place multiple slab beams formed long in the transverse direction of the culvert on the support girders, and pivot each intersection. A side wall formwork is mounted on the attached slab formwork, a side wall formwork which is pivotally attached to both sides of the formwork so as to be adjustable in tilt, and at the bottom thereof is provided with movable wheels capable of traveling in the transverse direction of the culvert, and the movable wheels are mounted. It is characterized in that it consists of a traveling truck equipped with wheels that can run in the longitudinal direction of the culvert on the stand rod, and that the slab formwork is equipped with a device for adjusting the intersection angle between the support girder and the slab beam. Culvert moving internal formwork equipment.
JP56074272A 1981-05-19 1981-05-19 Moving inner formwork device for culvert Granted JPS57189805A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56074272A JPS57189805A (en) 1981-05-19 1981-05-19 Moving inner formwork device for culvert

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56074272A JPS57189805A (en) 1981-05-19 1981-05-19 Moving inner formwork device for culvert

Publications (2)

Publication Number Publication Date
JPS57189805A JPS57189805A (en) 1982-11-22
JPS6228259B2 true JPS6228259B2 (en) 1987-06-19

Family

ID=13542307

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56074272A Granted JPS57189805A (en) 1981-05-19 1981-05-19 Moving inner formwork device for culvert

Country Status (1)

Country Link
JP (1) JPS57189805A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07311677A (en) * 1994-05-18 1995-11-28 Nec Corp Operation processor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07311677A (en) * 1994-05-18 1995-11-28 Nec Corp Operation processor

Also Published As

Publication number Publication date
JPS57189805A (en) 1982-11-22

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