JPS6325045Y2 - - Google Patents

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Publication number
JPS6325045Y2
JPS6325045Y2 JP2958182U JP2958182U JPS6325045Y2 JP S6325045 Y2 JPS6325045 Y2 JP S6325045Y2 JP 2958182 U JP2958182 U JP 2958182U JP 2958182 U JP2958182 U JP 2958182U JP S6325045 Y2 JPS6325045 Y2 JP S6325045Y2
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JP
Japan
Prior art keywords
blocks
frame
face
notch
key plate
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
JP2958182U
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Japanese (ja)
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JPS58132659U (en
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Filing date
Publication date
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Priority to JP2958182U priority Critical patent/JPS58132659U/en
Publication of JPS58132659U publication Critical patent/JPS58132659U/en
Application granted granted Critical
Publication of JPS6325045Y2 publication Critical patent/JPS6325045Y2/ja
Granted legal-status Critical Current

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  • Gripping Jigs, Holding Jigs, And Positioning Jigs (AREA)

Description

【考案の詳細な説明】 この考案は、分割されたブロツクを組立てた
後、溶接又はボルト添接により一体化する構造物
のブロツク組立に際して、ブロツクを接合する溶
接開先又は添接部を形成する両ブロツクの部材間
の相対位置の調整を行なう組立ジグに関する。
[Detailed description of the invention] This invention forms a welding groove or splicing part to join the blocks when assembling the blocks of a structure by assembling divided blocks and then integrating them by welding or bolting. The present invention relates to an assembly jig for adjusting the relative position between members of both blocks.

大型構部物は、通常運搬可能な寸法に分割され
たブロツクとして建造され、現地に運搬されてブ
ロツクを組立てた後、溶接又はボルト添接により
一体化し、初めて構造物としての機能を発揮す
る。
Large structures are usually constructed as blocks that are divided into transportable dimensions, transported to the site, assembled into blocks, and then integrated by welding or bolting before they can function as a structure.

しかし、大型構造物を組付けた場合は、多かれ
少なかれ、各ブロツクの接合部材相互間の位置は
板厚方向の目違い及び表面に沿つた前後左右方向
(たて接手の場合は上下左右方向)の間隔の誤差
が避けられず、組立てに際してはストロングバツ
クや目違い馬等のジグ類を使用して組立後寸法の
微調整を行なつていた。
However, when assembling a large structure, the positions of the joining members of each block are more or less misaligned in the plate thickness direction and in the front, back, left and right directions along the surface (in the case of vertical joints, the top, bottom, left and right directions). Errors in the spacing were unavoidable, and during assembly, jigs such as strong bags and misaligned horses were used to make fine adjustments to the dimensions after assembly.

第1図は、接合する部材間の目違いを調整する
従来のジグの一例を示すものであつて、一方の部
材1にストロングバツク2を溶接4により取付
け、他方の部材1′の表面とストロングバツク2
との間に金矢3を打込んで目違いの補正を行な
い、所定の開先5を形成するものである。部材1
及び1′の間隔の調整は別途類似の方法で実施す
る。
Fig. 1 shows an example of a conventional jig for adjusting the misalignment between members to be joined, in which a strong back 2 is attached to one member 1 by welding 4, and a strong back 2 is attached to the surface of the other member 1'. back 2
A metal arrow 3 is driven in between the two to correct the misalignment and form a predetermined groove 5. Part 1
The adjustment of the spacing between and 1' is separately carried out using a similar method.

この種のジグ類は、取付け及び使用後の取外し
等に非常に手数が掛り、特にブロツク重量が例え
ば20トン乃至30トン又はそれ以上もある場合、開
先の形状を所定の形状に対して僅かプラスマイナ
ス2乃至5mm以内の精度に組立てることは多大の
労力と設備が必要であつた。
These types of jigs require a lot of effort to install and remove after use, especially when the block weight is 20 to 30 tons or more. Assembling with an accuracy within plus or minus 2 to 5 mm required a great deal of labor and equipment.

又、ストロングバツクの溶接取付部には金矢の
打込みにより大きな反力が掛るので、ストロング
バツク等のジグ類の取付けにあたつては、溶接の
信頼性がかなり必要とされる。特に重要構造物の
場合には、これらジグ類の取付溶接に際しては、
工場における本溶接と同等又は以上の溶接技術が
要求される。この溶接は手溶接による隅肉溶接に
より行なわれるので、上記の大きな反力を支持す
るためかなり大きなノド厚を必要とし、予熱も含
めて溶接に長時間を要し、又ストロングバツクを
取外す際母材面に近接した位置で切断すれば断面
積が大きいため切断に時間が掛り、溶着金属のな
い位置で切断すればグラインダーによる平滑処理
に時間が掛ることになる。
Furthermore, since a large reaction force is applied to the welded attachment part of the strong bag due to the driving of a metal arrow, considerable reliability of welding is required when attaching jigs such as the strong bag. Especially in the case of important structures, when installing and welding these jigs,
Welding technology equivalent to or better than actual welding in a factory is required. Since this welding is performed by fillet welding by hand, a fairly large throat thickness is required to support the large reaction force mentioned above, welding takes a long time including preheating, and it takes a long time to remove the strong back. If it is cut close to the surface of the material, the cross-sectional area is large, so it will take time to cut, and if it is cut at a location where there is no weld metal, it will take time to smooth the material using a grinder.

又、ジグ類の取付溶接の際に発生するアンダー
カツトは、ジグを取外した後残らないようにグラ
インダー等で周辺をならして除去するため、構造
材の母材の板厚が減少し、強度上問題となるケー
スもある。
In addition, undercuts that occur during welding when installing jigs are removed by smoothing the surrounding area with a grinder, etc. so that no undercuts remain after the jigs are removed, which reduces the thickness of the base material of the structural material and reduces the strength. There are cases where this is a problem.

この考案は、大型構造物のブロツク組立ての際
の部材相互位置の調整の従来の方法の上述の問題
点にかんがみ、溶接の信頼性に優れ、又取付溶接
に要する時間が極めて短かく、又溶接に際して母
材にアンダーカツトが殆んど発生せず、ボルトの
先端面全面が母材に溶着するため溶着部周辺隅部
に溶着金属がはみ出すことが少なく、工事完了後
の取外しに際して母材面に極く近接した位置で容
易にガス切断により除去できるスタツド溶接によ
るスタツドボルトと併用して、接合する部材間の
目違いや間隙の微調整を簡単に行なうことの出来
る組立ジグを提供することを目的とする。
In view of the above-mentioned problems of the conventional method of adjusting the relative positions of parts when assembling blocks of large structures, this invention has excellent welding reliability, extremely short time required for installation welding, and There is almost no undercut in the base metal when the bolt is removed, and the entire tip surface of the bolt is welded to the base metal, so there is less weld metal protruding into the corners around the weld, and when removed after construction is completed, there is no undercut on the base metal. The purpose of the present invention is to provide an assembly jig that can be used in conjunction with stud bolts made by stud welding that can be easily removed by gas cutting at extremely close positions, and that allows for easy misalignment and fine adjustment of gaps between members to be joined. shall be.

この考案を、その実施例を示す図面にもとずい
て説明すると、第2図に示す如く、ジグ6は平行
な一対の長方形のキープレート7の両端又はその
近傍及び中央部の3個所をダイヤフラム8で一体
的に結合した枠形部材として構成されている。両
側のキープレート7には夫々3個所に切欠き9,
10,11が設けられている。ダイヤフラム8の
高さはキープレート7よりも短かく、したがつて
夫々の上端位置を一致させて結合すれば、両側の
キープレート7の内面とダイヤフラム8の下縁と
で凹入部12が形成される。
This invention will be explained based on a drawing showing an embodiment of the invention. As shown in FIG. It is constructed as a frame-shaped member integrally connected at 8. The key plate 7 on both sides has three notches 9,
10 and 11 are provided. The height of the diaphragm 8 is shorter than that of the key plate 7, so if the upper end positions of the diaphragms 8 and 8 are aligned and connected, a recessed portion 12 is formed between the inner surfaces of the key plates 7 on both sides and the lower edge of the diaphragm 8. Ru.

構造物ブロツクA及びBが組立てられたときに
形成される開先Cの中心より左右に等距離にある
所定の位置にはスタツドボルト13があらかじめ
スタツド溶接により植設されている。14はジグ
6をこのスタツドボルト13にナツト15を掛け
締め付けて取付ける際の反力をとるためのスペー
サであつて、このスペーサー14は両側のキープ
レート7にまたがつてその上に設けられ、スタツ
ドボルト13が貫通するルーズホール16が設け
られている。スペーサー14は枠形部材と遊離し
た別部材としてもよいが、枠形部材のキープレー
ト7の上端面に一体的に固定して設けてもよく、
その場合はルーズホール16は例えば第2図に示
す如く長孔とすれば非常に利用し易くなる。
Stud bolts 13 are implanted in advance by stud welding at predetermined positions equidistant left and right from the center of the groove C formed when structural blocks A and B are assembled. Reference numeral 14 is a spacer for taking up the reaction force when installing the jig 6 by hooking and tightening the nut 15 on the stud bolt 13. This spacer 14 is provided on the key plates 7 on both sides, and A loose hole 16 is provided through which the bolt 13 passes. The spacer 14 may be a separate member separated from the frame member, but it may also be provided integrally fixed to the upper end surface of the key plate 7 of the frame member.
In that case, if the loose hole 16 is made into a long hole as shown in FIG. 2, it will be very easy to use.

以下に上述のジグを用いて、接合すべきブロツ
ク間の相互位置調整を行なう場合の操作を説明す
る。
The operation for adjusting the mutual positions of blocks to be joined using the above-mentioned jig will be explained below.

いま、第3図に示す如く、ブロツクA,Bを
ほゞ所定の位置に組付け、両ブロツクA,Bの溶
接開先Cの両側に適当な間隔(たとえば1〜2
m)で開先から側方に所定の距離だけ離れた位置
にスタツド溶接により植設されているスタツドボ
ルト13の1対毎に上記の組立ジグ6の両側のキ
ープレート7とダイヤフラム8で囲まれた開口を
嵌め込みスペーサー14のルーズホール16をス
タツドボルト13に嵌めてセツトした後ナツト1
5を締め付ける。これにより複数の組立ジグ6を
介してブロツクA,Bはほゞ所定の位置に組立て
られる。各組立ジグは夫々両ブロツクA,Bの上
下方向の目違い、溶接線に直角方向の間隙、溶接
線方向のいずれかの調整を分担し、これを適当に
組合せることにより両ブロツクの相互位置調整を
行なう。
Now, as shown in Fig. 3, the blocks A and B are assembled in approximately the predetermined positions, and an appropriate interval (for example, 1 to 2
m), each pair of stud bolts 13 implanted by stud welding at a predetermined distance laterally from the groove are surrounded by the key plate 7 and diaphragm 8 on both sides of the assembly jig 6. After fitting the opening and fitting the loose hole 16 of the spacer 14 onto the stud bolt 13 to set it, tighten the nut 1.
Tighten 5. As a result, blocks A and B are assembled at substantially predetermined positions via a plurality of assembly jigs 6. Each assembly jig is responsible for adjusting the vertical misalignment of both blocks A and B, the gap in the direction perpendicular to the weld line, and the adjustment in the weld line direction, and by appropriately combining these, the mutual position of both blocks can be adjusted. Make adjustments.

前述の如く、開先Cは構造物の重量、規模に比
べ、mm単位と言う非常に高精度を要求されるが、
この微調整は、本考案のジグ6とくさびを用いて
次のように達成される。
As mentioned above, the groove C requires extremely high accuracy in mm units compared to the weight and scale of the structure.
This fine adjustment is achieved using the jig 6 and wedge of the present invention as follows.

組立ジグ6をスタツドボルト13とナツト15
によりブロツクA,Bに取付けることにより、キ
ープレート7の切欠き9,11、両キープレート
内面とダイヤフラム8の下縁で囲まれた凹部12
の各側面とスタツドボルト13の側面の間及びブ
ロツクA,Bの表面と切欠き10のこれに対向す
る面との間には夫々適当な間隙が形成される。こ
れらの間隙のいずれかにくさびを打込むことによ
り、ブロツクA,Bの間の相互位置は上下、左
右、前後のいずれかの方向に調整される。したが
つて開先Cに沿つて配設された複数のジグに適当
に夫々の方向の調整を分担させることにより、ブ
ロツクA,Bはどの方向にもmm単位の精度で十二
分に微調整することができる。
Assembling jig 6 with stud bolt 13 and nut 15
By attaching it to blocks A and B with
Appropriate gaps are formed between each side of the stud bolt 13 and between the surfaces of the blocks A and B and the opposing surface of the notch 10, respectively. By driving a wedge into one of these gaps, the mutual position between blocks A and B can be adjusted in either the vertical, horizontal, or longitudinal direction. Therefore, by assigning adjustment in each direction to multiple jigs placed along the groove C, blocks A and B can be finely adjusted in any direction with an accuracy of millimeter units. can do.

更に詳しく説明すると、第4図及び第5図A,
Bに示す如くジグ6の切欠き9及び11の側面と
スタツドボルト13の側面との間にくさび17,
19を打込むことにより第5図A,B中に夫々矢
印で示す如く接合線に直角方向の調整ができる。
又第6図及び第7図に示す如く、キープレート7
の内側面とスタツドボルト13の側面との間にく
さび20,21を打込むことにより、第7図中に
矢印で示す如く接合線と平行な方向の調整ができ
る。又、第8図及び第9図に示す如く、ブロツク
A,Bの表面と、切欠き10のこれらに対向する
面との間にくさび18を打込むことにより、ブロ
ツクA,B間の目違いを調整することができる。
切欠き9,11及び凹入部12の高さはどのクサ
ビがいか様に入つても高さ方向の調整には寄与し
ない様に高くしておく方が使用しやすい。又、切
欠き10は高さ方向の調整用であるから、逆に幅
方向の調整には寄与しないように設計することが
望ましい。このように各切欠き機能が他の切欠き
の機能に影響を与えずに行なわれるようにしてお
けば、いかなる作業者が調整を行なつても迅速に
微調整ができるからである。
To explain in more detail, FIGS. 4 and 5A,
As shown in B, a wedge 17,
19 allows adjustment in the direction perpendicular to the joining line as shown by the arrows in FIGS. 5A and 5B, respectively.
Also, as shown in FIGS. 6 and 7, the key plate 7
By driving wedges 20 and 21 between the inner side surface of the stud bolt 13 and the side surface of the stud bolt 13, adjustment in the direction parallel to the joining line can be made as shown by the arrow in FIG. Furthermore, as shown in FIGS. 8 and 9, by driving a wedge 18 between the surfaces of blocks A and B and the surface of the notch 10 facing them, the misalignment between blocks A and B can be eliminated. can be adjusted.
It is easier to use the notches 9, 11 and the recessed part 12 if the heights are set high so that no matter how the wedge is inserted, it will not contribute to adjustment in the height direction. Moreover, since the notch 10 is for adjustment in the height direction, it is desirable to design it so that it does not contribute to adjustment in the width direction. If each notch function is performed without affecting the functions of other notches in this way, any operator can quickly make fine adjustments.

以上の手順で作業を進めることにより、迅速、
確実、安全かつ低廉なコストで大型ブロツクを所
要の精度で組立てることが可能となる。
By proceeding with the above steps, you can quickly
It becomes possible to assemble large blocks with the required accuracy reliably, safely, and at low cost.

組立後、開先Cの所要の位置に仮付け溶接を行
ない、ナツト15をゆるめてジグ6を除いてもよ
いし、又そのまゝ溶接して最後にジグ6を外して
もよい。切欠き10の幅を広くして開先Cの範囲
にくさび18が掛らないようにすれば、開先Cの
溶接をジグ6をセツトしたまゝで旋工することが
出来る。
After assembly, tack welding may be performed at the required position of the groove C, the nut 15 may be loosened and the jig 6 may be removed, or the welding may be continued as is and the jig 6 may be removed at the end. By widening the width of the notch 10 so that the wedge 18 does not extend over the range of the groove C, it is possible to weld the groove C by turning with the jig 6 set.

組立又は溶接完了後ジグ6を外し、ブロツク
A,Bに植設されたスタツドボルト13をガス切
断等で除去し、グライダーを掛けて修正すること
によりブロツクの接合は完了する。スタツドボル
ト13はスタツド溶接により取付けられているの
で、母材の面に極く近接した位置で切断すること
ができ、又アンダーカツトは殆んどなく、除去後
グライダー等で修正するのに時間が掛らず部材の
板厚減少も殆んど生じない。
After assembly or welding is completed, the jig 6 is removed, the stud bolts 13 planted in the blocks A and B are removed by gas cutting, etc., and a glider is applied to make corrections, thereby completing the joining of the blocks. Since the stud bolt 13 is attached by stud welding, it can be cut very close to the surface of the base metal, and there is almost no undercut, so it takes less time to correct it with a glider etc. after removal. There is almost no reduction in the plate thickness of the members without hanging.

大型構造物のブロツクの組立てに従来使用され
ていたジグは大きな強度を必要とし、そのためこ
の解体作業が非常に大変であり、品質に悪影響を
及ぼしていたが、本考案によるジグとスタツドボ
ルトとの併用方式は、実験の結果によれば解体の
面でも組立て時に劣らず良好な結果が得られるこ
とが確認された。
The jigs conventionally used for assembling blocks of large structures required great strength, which made disassembly work extremely difficult and had a negative impact on quality. Experiments have confirmed that the combination method yields as good results in disassembly as it does in assembling.

以上の如く、本考案の組立ジグを使用すること
により、大型構造物の大ブロツク相互間の組立て
作業が能率良くかつ安全に実施可能となり、又部
材の板厚減少にもとずく強度上の問題が解消する
等、顕著な効果が得られる。
As described above, by using the assembly jig of the present invention, assembly work between large blocks of a large structure can be carried out efficiently and safely, and the strength problems caused by the reduction in the plate thickness of members can be solved. Remarkable effects can be obtained, such as the elimination of

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

第1図は従来の組立ジグの一例を示す正面図、
第2図は本考案の実施例を示す斜視図、第3図は
本考案のジグを用いて2つのブロツクを接合する
場合のジグの配置を示す平面図、第4図は本ジグ
によりブロツクの面に平行で接合線に直角方向の
調整を行なう方法を説明する斜視図、第5図A,
Bは夫々第4図中の−線による断面図で夫々
開先を閉じる場合と、開く場合のくさびの使用方
法を説明する図、第6図は本ジグによりブロツク
の接合線に平行方向の調整を行なう方法を説明す
る斜視図、第7図は第6図中の−線による断
面図、第8図は本ジグによりブロツクの面に直角
方向の調整を行なう方法を説明する斜視図、第9
図は第8図中の−線による断面図である。 A,B……ブロツク、C……溶接開先、6……
組立ジグ、7……キープレート、8……ダイヤフ
ラム、9,10,11……切欠き、12……凹入
部、13……スタツドボルト、14……スペー
サ、17,18,19,20,21……くさび。
Figure 1 is a front view showing an example of a conventional assembly jig;
Fig. 2 is a perspective view showing an embodiment of the present invention, Fig. 3 is a plan view showing the arrangement of the jig when two blocks are joined using the jig of the present invention, and Fig. 4 is a perspective view showing an embodiment of the present invention. A perspective view illustrating a method for making adjustments in a direction parallel to the plane and perpendicular to the joining line, FIG. 5A,
B is a cross-sectional view taken along the - line in Fig. 4, which explains how to use the wedge when closing and opening the groove, respectively. Fig. 6 shows the adjustment in the direction parallel to the joining line of the blocks using this jig. FIG. 7 is a sectional view taken along the - line in FIG.
The figure is a sectional view taken along the - line in FIG. A, B...Block, C...Welding groove, 6...
Assembly jig, 7... Key plate, 8... Diaphragm, 9, 10, 11... Notch, 12... Recess, 13... Stud bolt, 14... Spacer, 17, 18, 19, 20, 21 ...wedge.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 分割されたブロツクを組立てた後、溶接又はボ
ルト添接により一体化する構造物のブロツク組立
てに際し、ブロツクを接合する溶接開先又は添接
部を形成する両部材間の相対位置の調整を行なう
組立ジグにおいて、複数の切欠きを備えた平行な
一対のキープレートと、これらを連結する複数の
ダイヤフラムとを有し、これらの部材が一体的に
結合されて枠形部材として構成され、この際上記
キープレートの切欠きを有する側の端面は上記ダ
イヤフラムの端面よりも突出して両側のキープレ
ートの内面とダイヤフラムの端面に囲まれた凹入
部が形成され、該枠形部材の枠で囲まれた開口に
は接合すべき構造物の両ブロツクをほゞ所定の位
置に組付けた際、接合部の両側にあらかじめ溶接
された1対のスタツドボルトを貫通させることが
でき、キープレートの切欠きを有する方の端面を
上記ブロツクの面に向けた上記枠形部材の枠で囲
まれた開口に上記スタツドボルトを貫通させ、枠
の上に設置されたスペーサを介してナツトで締付
けて枠形部材をブロツクに保持し、枠形部材のキ
ープレートの切欠き及び両キープレートの内面と
ダイヤフラムの端面で形成された凹入部の、ブロ
ツク表面に対向する面とブロツク表面との間又は
上記切欠きの側面と上記スタツドボルトの側面と
の間又は上記のキープレート内面と上記スタツド
ボルトの側面との間にくさびを打込んで夫々両ブ
ロツク間の面に直角方向、面に平行で接合線に直
角方向又は接合線に平行な方向の相対位置調整を
行ない、上記3方向のいずれか1つの相対位置調
整を行なう組立ジグを適数個組合せることにより
両ブロツク間の上下、左右、前後方向の相対位置
調整を行なうことを可能とする組立ジグ。
After assembling divided blocks, when assembling blocks of a structure that are integrated by welding or bolting, the relative position between the two members that forms the weld groove or joint part that joins the blocks is adjusted. The jig has a pair of parallel key plates with a plurality of notches and a plurality of diaphragms connecting them, and these members are integrally connected to form a frame-shaped member, and in this case, the above-mentioned The end face of the key plate on the side having the notch protrudes beyond the end face of the diaphragm to form a recessed part surrounded by the inner surface of the key plate on both sides and the end face of the diaphragm, and an opening surrounded by the frame of the frame-shaped member. When both blocks of the structure to be joined are assembled in approximately the predetermined position, a pair of stud bolts pre-welded on both sides of the joint can be passed through, and the key plate has a notch. The stud bolt is passed through an opening surrounded by a frame of the frame member with one end face facing the face of the block, and is tightened with a nut through a spacer installed on the frame to block the frame member. between the notch of the key plate of the frame-shaped member and the recess formed by the inner surface of both key plates and the end face of the diaphragm, which faces the block surface, or with the side surface of the notch. A wedge is driven between the side surface of the stud bolt or between the inner surface of the key plate and the side surface of the stud bolt in a direction perpendicular to the surface between both blocks, parallel to the surface and perpendicular to the joining line, or joined. By adjusting the relative position in the direction parallel to the line and by combining an appropriate number of assembly jigs that adjust the relative position in any one of the above three directions, the relative position between the two blocks can be adjusted in the vertical, horizontal, and front-back directions. An assembly jig that allows you to do this.
JP2958182U 1982-03-04 1982-03-04 assembly jig for parts Granted JPS58132659U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2958182U JPS58132659U (en) 1982-03-04 1982-03-04 assembly jig for parts

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2958182U JPS58132659U (en) 1982-03-04 1982-03-04 assembly jig for parts

Publications (2)

Publication Number Publication Date
JPS58132659U JPS58132659U (en) 1983-09-07
JPS6325045Y2 true JPS6325045Y2 (en) 1988-07-08

Family

ID=30041364

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2958182U Granted JPS58132659U (en) 1982-03-04 1982-03-04 assembly jig for parts

Country Status (1)

Country Link
JP (1) JPS58132659U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102301071B (en) * 2009-02-12 2014-01-29 新日铁住金株式会社 Method of manufacturing steel material for underground continuous wall

Also Published As

Publication number Publication date
JPS58132659U (en) 1983-09-07

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