JP2872440B2 - Rod support - Google Patents
Rod supportInfo
- Publication number
- JP2872440B2 JP2872440B2 JP10898591A JP10898591A JP2872440B2 JP 2872440 B2 JP2872440 B2 JP 2872440B2 JP 10898591 A JP10898591 A JP 10898591A JP 10898591 A JP10898591 A JP 10898591A JP 2872440 B2 JP2872440 B2 JP 2872440B2
- Authority
- JP
- Japan
- Prior art keywords
- rod
- support
- fixing
- reinforcing bar
- bent
- 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 - Fee Related
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、鉄筋、鉄パイプ等の棒
状体を十字状に交叉させて固定する棒状体支持具に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rod-like support for fixing rod-like bodies such as rebars, iron pipes, etc. in a cross shape.
【0002】[0002]
【従来の技術】従来、鉄筋等の棒状体を十字状に組上げ
て固定するため、ハッカ等の結束具を使用し結束線によ
って交叉個所を縛束していた。また、運搬時には個々の
棒状体は束にして運搬されるが、施工個所では一旦1本
ずつにバラしてから組立てられる。さらに、型枠は鉄筋
より一定間隔をおいて配置され、ボルト・ナットを使用
して固定される。2. Description of the Related Art Heretofore, in order to assemble and fix a rod-shaped body such as a reinforcing bar in a cross shape, a tying tool such as a hacker has been used to bind a crossing point with a binding wire. Further, at the time of transportation, the individual rods are transported as a bundle, but at the construction site, the rods are once broken down one by one and then assembled. Further, the formwork is arranged at a fixed distance from the reinforcing bar, and is fixed using bolts and nuts.
【0003】[0003]
【発明が解決しようとする課題】しかし施工個所で1本
ずつの棒状体を組上げるためには、まず十字状に交叉さ
せる個所の位置決めを行い、その位置で確実に結束する
必要がある。そして全ての交叉個所を手作業によって確
実に縛っていくのは熟練と時間を要していた。従って、
施工前にあらかじめ交叉する棒状体を溶接等の手段によ
って連結し運搬することが考えられたが、十字状に交叉
していると嵩張るため、施工個所まで運搬しにくいとい
う問題があった。また、鉄筋と型枠とが締結されていな
いため、コンクリートの鉄筋に対するかぶり厚さを一定
に設定することが困難で鉄筋にサビが発生しやすかっ
た。本考案は、以上の事情に鑑みてなされたもので、あ
らかじめ交叉する棒状体を連結して平行に折畳んだ状態
で運搬すると共に、設置個所で十字状に展開できる棒状
体支持具を提供することを目的とする。また、コンクリ
ートのかぶり厚さを一定にする棒状体支持具を提供する
ことを目的とする。However, in order to assemble the rods one by one at the construction site, it is necessary to first position the cross-shaped intersections and securely bind them at that position. It took a lot of skill and time to securely bind all the crossover points by hand. Therefore,
It was conceived that the crossed rods were connected and transported by means of welding or the like before the construction, but there was a problem that the crossed rods were bulky and difficult to transport to the construction location. In addition, since the reinforcing bar and the formwork are not fastened, it is difficult to set the cover thickness of the concrete to the reinforcing bar constant, and the reinforcing bar is easily rusted. The present invention has been made in view of the above circumstances, and provides a rod-shaped body support that can be connected in advance and transported in a state of being folded in parallel while being crossed, and that can be deployed in a cross shape at an installation location. The purpose is to: It is another object of the present invention to provide a rod-shaped support which makes the cover thickness of concrete constant.
【0004】[0004]
【課題を解決するための手段】上記課題を解決するた
め、本発明は先端を曲折して一の棒状体の把持部を形成
し、後端には長手方向に切込を形成すると共に、この切
込の先端部を円弧状に曲折して他の棒状体を固定する、
先端に案内部を有する固定部を形成し、ストッパとスベ
リ止を有する脚部を折曲自在に構成した支持体を2個構
成し、この支持体の後部を互いに連結体で連結したこと
を特徴としている。In order to solve the above-mentioned problems, the present invention forms a bar-shaped body by bending the front end and forms a cut in the rear end in the longitudinal direction. Bend the tip of the cut into an arc shape to fix the other rod-shaped body,
A fixed portion having a guide portion at the tip is formed, and two supports are formed so that a leg portion having a stopper and a slip stopper can be bent freely, and the rear portions of the support are connected to each other by a connecting body. And
【0005】[0005]
【作用】2本の棒状体を上下に重ね、一の棒状体の上部
を棒状体支持具の連結部で支持し、下側の棒状体の下部
を支持体先端の2ケ所の把持部で支持する。運搬はこの
状態で行う。組立てる際には、連結部を支点として上側
の棒状体を回転させて、下側の棒状体に対して直交さ
せ、後端に形成した固定部で上側の棒状体を固定する。
また、3番目の棒状体を固定する場合には一方の支持体
の側部に延設した固定部に、前記2本の棒状体と直交し
て固定する。それぞれの支持体の側部に一対の脚部を設
けたため、脚部を仮枠板に差込むと十字状に交叉した棒
状体と仮枠板との距離を正確に調整することができ、コ
ンクリートのかぶりを一定にできる。The two rods are stacked one on top of the other, the upper part of one rod is supported by the connecting part of the rod support, and the lower part of the lower rod is supported by two grips at the tip of the support. I do. Carrying is performed in this state. When assembling, the upper rod is rotated with the connecting portion as a fulcrum, is perpendicular to the lower rod, and the upper rod is fixed by a fixing portion formed at the rear end.
When fixing the third rod-shaped body, the third rod-shaped body is fixed orthogonally to the two rod-shaped bodies on a fixing part extending to the side of one of the supports. Since a pair of legs is provided on the side of each support, when the legs are inserted into the temporary frame plate, the distance between the rod-shaped body crossing in a cross shape and the temporary frame plate can be adjusted accurately, and concrete The fog can be kept constant.
【0006】[0006]
【実施例】第1図は本発明の一実施例の平面図、第2図
は同側面図、第3図及び第4図は棒状体の支持状態の斜
視図である。棒状体支持具1は、先端に鉄筋30の把持
部3を形成した支持体2の一端部を連結部7で対称形状
に連結してなり、全体として裏面形状が略S字状となっ
ている。支持体2の先端を細くして形成した把持部3
は、鉄筋30の下部外周を抱えるように半円形状に湾曲
してなり確実に下側の鉄筋30を支持する。支持体2の
後部に長手方向に沿って切込4を形成し、上側の鉄筋2
0の固定部5及び固定部6を形成する。この固定部5、
6は切込4で2分割された支持体2の端部を互いに外側
に向けて円弧状に折曲して形成する。そして、さらにそ
の先端を外側に折返して案内片5a、6aを設けてい
る。この固定部5、6は上記のような構成であるため、
鉄筋30と交叉する上側の鉄筋20を案内片5a、6a
から案内して円弧状の固定部5、6で確実に支持でき
る。連結部7は上記支持体2、2を平行に連結する。こ
のとき連結部7は固定部5、5に対し斜め方向に連結
し、中央を上側に湾曲して円弧状部を形成する。また、
棒状体支持具1は、加工ばね鋼を一体形成して構成して
あるため弾性力に富み、把持部3あるいは固定部5、6
による鉄筋20、30の支持が確実に行える。1 is a plan view of an embodiment of the present invention, FIG. 2 is a side view of the same, and FIGS. 3 and 4 are perspective views of a rod-like body in a supported state. The rod-shaped body support 1 is formed by connecting one end of a support 2 having a gripping portion 3 of a reinforcing bar 30 at a tip thereof in a symmetrical shape by a connecting portion 7, and has a substantially S-shaped back surface as a whole. . Gripping portion 3 formed by narrowing the tip of support 2
Is curved in a semicircular shape so as to hold the lower outer periphery of the reinforcing bar 30, and reliably supports the lower reinforcing bar 30. A notch 4 is formed in the rear part of the support 2 along the longitudinal direction, and the upper reinforcing bar 2 is formed.
The fixed part 5 and the fixed part 6 are formed. This fixing part 5,
Numeral 6 is formed by bending the ends of the support 2 divided into two by the cuts 4 outwardly in an arc shape. Further, guide ends 5a and 6a are provided by further folding the tip outward. Since the fixing portions 5 and 6 have the above configuration,
The upper rebar 20 intersecting with the rebar 30 is guided by the guide pieces 5a and 6a.
And can be reliably supported by the arc-shaped fixing portions 5 and 6. The connecting part 7 connects the supports 2 and 2 in parallel. At this time, the connecting portion 7 is connected to the fixing portions 5 and 5 in an oblique direction, and the center is curved upward to form an arc-shaped portion. Also,
Since the rod-like body support 1 is formed by integrally forming processed spring steel, the rod-like body support 1 is rich in elastic force, and has a grip portion 3 or fixing portions 5 and 6.
Can reliably support the rebars 20 and 30.
【0007】次に本実施例の作用を説明する。第3図に
示すように、鉄筋20と鉄筋30を平行に積み重ね、連
結部7で鉄筋20を上方から支持する。これと同時に先
端の把持部3、3で鉄筋30の下側の周面2ケ所を掴ま
せて、棒状体支持具1の弾発力によって2本の鉄筋2
0、30を上下方向から締め付けて同時に支持する。こ
の場合、鉄筋20、30の周面にはフシ21、31が形
成されているため、把持部3がフシに係合すると共に、
フシ21とフシ31が互いに係合することによって鉄筋
のズレが防止される。鉄筋の運搬は、上記のように鉄筋
20と鉄筋30を平行に積み重ねた状態で行い、施工時
に連結部7を支点として上側の鉄筋20を水平方向に回
転させる。鉄筋20が鉄筋30に対して直交位置にくる
と両支持体2、2の固定部5、6に鉄筋20を嵌入させ
て固定する。固定部5、6は先端に案内部5a、6aを
設けているため、鉄筋20を嵌入しやすい。また固定部
5、6は円弧状に形成されているため、鉄筋が抜けにく
く、その弾発力で確実に固定することができる。また鉄
筋20を水平方向に回動させて直角以外の任意角度の位
置に止めても、上側の鉄筋20は連結部7によって下側
の鉄筋30に締め付けられているから、鉄筋20と鉄筋
30を直交状態でなく、任意の角度で固定することもで
きる。Next, the operation of this embodiment will be described. As shown in FIG. 3, the reinforcing bars 20 and the reinforcing bars 30 are stacked in parallel, and the connecting portions 7 support the reinforcing bars 20 from above. At the same time, two lower peripheral surfaces of the rebar 30 are grasped by the grasping portions 3 and 3 at the tip, and the two rebars 2 are
0 and 30 are simultaneously supported by being tightened from above and below. In this case, since the bushes 21 and 31 are formed on the peripheral surfaces of the rebars 20 and 30, the grip portion 3 engages with the bushes, and
The engagement of the bushing 21 and the bushing 31 prevents displacement of the reinforcing bar. The rebar is transported in a state where the rebar 20 and the rebar 30 are stacked in parallel as described above, and the upper rebar 20 is rotated in the horizontal direction with the connecting portion 7 as a fulcrum during construction. When the reinforcing bar 20 comes to a position orthogonal to the reinforcing bar 30, the reinforcing bar 20 is fitted into the fixing portions 5 and 6 of the supports 2 and 2 and fixed. Since the fixing portions 5 and 6 are provided with the guide portions 5a and 6a at the tips, the reinforcing bar 20 can be easily fitted. In addition, since the fixing portions 5 and 6 are formed in an arc shape, the reinforcing bar is hardly removed, and the fixing can be surely performed by the elastic force. Even if the rebar 20 is rotated in the horizontal direction and stopped at a position other than a right angle, the upper rebar 20 is fastened to the lower rebar 30 by the connecting portion 7. Instead of being orthogonal, it can be fixed at any angle.
【0008】このように本実施例によれば、十字状に交
叉させて固定する鉄筋20、30をあらかじめ、工場で
組合せ折畳んだ状態で保管し運搬することができる。ま
た、鉄筋20を連結部7を中心に鉄筋30と直交させて
固定部5、6に嵌入させるだけで確実に固定できるた
め、施工現場における結束の手間を大幅に軽減できる。
特に悪天候下での作業や未熟練者による作業の際に有用
である。なお本実施例では、異型棒鋼(SD)を使用し
たが丸鋼(SR)及び鉄パイプにも適用できる。As described above, according to the present embodiment, the rebars 20 and 30 to be fixed in a cross shape can be stored and transported in a factory in a combined and folded state in advance. Further, since the reinforcing bar 20 can be securely fixed only by being fitted to the fixing portions 5 and 6 perpendicularly to the reinforcing bar 30 with the connecting portion 7 as a center, the labor of binding at the construction site can be greatly reduced.
It is particularly useful when working in bad weather or by unskilled workers. In this embodiment, the deformed bar (SD) is used, but the present invention can be applied to a round bar (SR) and an iron pipe.
【0009】第5図は第2実施例の平面図及び第6図は
同側面図である。本実施例の棒状体支持具11は、上述
した第1実施例と同様の構成を有するため同一部分は第
1実施例と同一符号を附して説明する。棒状体支持具1
1は加工ばね鋼を一体形成して構成し、支持体2に支持
部3、3及び連結部7を形成している。支持体2、2は
連結部7を中心として対称形状とする。また、支持体2
に切込4、4を構成し把持部5及び把持部6を一対ずつ
形成している。上記各支持体2の先端部の側方に長方形
状の脚部9、10を一対ずつ設けている。一方の脚部9
を支持体2から上方に向けて折曲し、他方の脚部10を
支持体2から下方に向けて折曲する。本実施例では脚部
9、10に適宜ストッパ9a、10a及びスベリ止9
b、10bを設けているが、これらの個数は任意に設定
でき必ずしも構成しなくてもよい。第7図は本実施例の
使用状態説明図である。本実施例は、リブ付のアングル
ラス網45を貫通してストッパ9a、10a、あるいは
スベリ止9b、10bでこれを支持する。さらに仮枠板
50に脚部9、10を差込みスベリ止9b、10bでこ
れを支持する。仮枠板50を貫通した脚部9、10の先
端には控柱40をスベリ止10bで係止する。本実施例
により次のような効果を奏する。すなわち脚部9、10
の仮枠板50への差込み程度によって仮枠板50から鉄
筋20、30及びアングルラス網45迄の距離を正確に
調整することができ、鉄筋20、30とアングルラス網
45に対するコンクリートのかぶり厚さを一定に設定す
ることができる。上記アングルラス網45を仮枠板50
の内側に配置することによりコンクリート表面に生ずる
亀裂、割れ等を解消している。ストッパ9a、10a、
スベリ止9b、10bを構成した場合は、仮枠板50の
取付、取外しをボルト・ナットを使用することなく、簡
易迅速に行うことができる。また仮枠板50には古紙、
紙粘土等に化粧仕上げ材を埋め込んだり、表面に凹凸を
形成して模様を構成することも可能である。FIG. 5 is a plan view of the second embodiment, and FIG. 6 is a side view of the same. The rod-like body support 11 of the present embodiment has the same configuration as that of the above-described first embodiment, and therefore the same portions will be described with the same reference numerals as in the first embodiment. Rod support 1
Numeral 1 is formed by integrally forming processed spring steel, and supports 3 and 3 and a connecting portion 7 are formed on a support 2. The supports 2 and 2 are symmetrical with respect to the connecting portion 7. Support 2
The notches 4 and 4 are formed, and a pair of gripping portions 5 and 6 are formed. A pair of rectangular legs 9 and 10 are provided on the side of the tip of each support 2. One leg 9
Is bent upward from the support 2, and the other leg 10 is bent downward from the support 2. In the present embodiment, stoppers 9a, 10a and slip stoppers 9 are appropriately provided on the legs 9, 10.
Although b and 10b are provided, these numbers can be set arbitrarily and need not necessarily be configured. FIG. 7 is an explanatory diagram of a use state of the present embodiment. In this embodiment, the stoppers 9a and 10a or the slip stoppers 9b and 10b penetrate the angled lath 45 with ribs and support the same. Further, the legs 9 and 10 are inserted into the temporary frame plate 50, and are supported by the slip stoppers 9b and 10b. At the tips of the leg portions 9 and 10 penetrating the temporary frame plate 50, the retaining posts 40 are locked with slip stoppers 10b. This embodiment has the following effects. That is, legs 9, 10
The distance from the temporary frame plate 50 to the reinforcing bars 20, 30 and the angle lath mesh 45 can be accurately adjusted by the degree of insertion into the temporary frame plate 50. Can be set constant. The above-mentioned angle lath net 45 is connected to the temporary frame plate 50.
The cracks and cracks generated on the concrete surface are eliminated by arranging them inside. Stoppers 9a, 10a,
When the slip stoppers 9b and 10b are formed, the mounting and dismounting of the temporary frame plate 50 can be performed simply and quickly without using bolts and nuts. Also, used paper,
It is also possible to embed a decorative finishing material in paper clay or the like, or to form a pattern by forming irregularities on the surface.
【0010】以上説明したように本実施例によれば、鉄
筋20、30を仮枠板50に確実に固定できるため、ボ
ルト・ナット等で型枠を締結し外方から支持する手間を
省略できる。また控柱40を使用することにより、簡易
に仮枠板を支持することができる。そのため、コンクリ
ートを仮枠内に流入する際に鉄筋の位置が変動せず、コ
ンクリート硬化後の亀裂の発生率を低減できる。As described above, according to this embodiment, since the reinforcing bars 20, 30 can be securely fixed to the temporary frame plate 50, the trouble of fastening the form with bolts and nuts and supporting it from the outside can be omitted. . In addition, by using the pillars 40, the temporary frame plate can be easily supported. Therefore, the position of the reinforcing bar does not fluctuate when the concrete flows into the temporary frame, and the rate of occurrence of cracks after hardening of the concrete can be reduced.
【0011】第8図は第3実施例の斜視図である。本実
施例は支持体2に折曲部51を延設し、この折曲部51
の端部に鉄筋25用の固定部52、53を設けて構成す
る。支持体2、把持部3、切込4、固定部5、6及び連
結部7は第1実施例と同構成である。折曲部51は一方
の支持体2の固定部5の内側から直角に折曲していて、
第8図中上方に固定部52、53を配置している。固定
部52、53は前記固定部5、6と同構成であり、先端
に案内片を有する。本実施例によれば鉄筋20、30を
交叉させて支持できるほか、鉄筋20、30に直交した
鉄筋25を固定部52、53で支持できる。従って本実
施例を使用することにより、立体的な配筋を容易かつ迅
速に行うことができる。なお、上記各実施例を合成樹脂
素材で製作することも可能である。FIG. 8 is a perspective view of the third embodiment. In this embodiment, a bent portion 51 is extended from the support 2 and the bent portion 51 is formed.
And fixing portions 52 and 53 for the reinforcing bar 25 are provided at the ends of the reinforcing bars 25. The support 2, the grip 3, the cut 4, the fixing parts 5, 6 and the connecting part 7 have the same configuration as in the first embodiment. The bent portion 51 is bent at a right angle from the inside of the fixed portion 5 of the one support 2,
The fixing parts 52 and 53 are arranged at the upper part in FIG. The fixing portions 52 and 53 have the same configuration as the fixing portions 5 and 6 and have a guide piece at the tip. According to the present embodiment, the reinforcing bars 20 and 30 can be supported by crossing each other, and the reinforcing bars 25 orthogonal to the reinforcing bars 20 and 30 can be supported by the fixing portions 52 and 53. Therefore, by using this embodiment, three-dimensional reinforcing can be easily and quickly performed. In addition, it is also possible to manufacture each of the above embodiments with a synthetic resin material.
【0012】[0012]
【発明の効果】本発明によれば、棒状体を交叉させて固
定する際に熟練した技術によることなく簡単な操作でか
つ迅速正確に固定できる。また十字状に固定する棒状体
をあらかじめ連結し折畳んだ状態で運搬、リフト等する
ことができる。さらに、低コストにもかかわらずコンク
リートの正確なかぶりを保持して棒状体にサビが発生す
るのを防止し、固定後は溶接により接続した場合に比し
て強度が劣らない。According to the present invention, when the rods are crossed and fixed, they can be fixed quickly and accurately by a simple operation without using a skilled technique. In addition, it is possible to carry, lift, or the like in a state in which rods fixed in a cross shape are connected in advance and folded. Further, despite the low cost, the concrete cover is maintained accurately to prevent rust from being generated on the rod-shaped body, and the strength after fixing is not inferior to the case where it is connected by welding.
【図1】 第1実施例の平面図。FIG. 1 is a plan view of a first embodiment.
【図2】 第1実施例の側面図。FIG. 2 is a side view of the first embodiment.
【図3】 棒状体に装着した状態の同斜視図。FIG. 3 is a perspective view of the same attached to a rod.
【図4】 棒状体を直交させた状態の同斜視図。FIG. 4 is a perspective view of the same rod in a state where the rods are perpendicular to each other.
【図5】 第2実施例の平面図。FIG. 5 is a plan view of a second embodiment.
【図6】 第2実施例の側面図。FIG. 6 is a side view of the second embodiment.
【図7】 第2実施例の使用状態説明図。FIG. 7 is an explanatory view of a use state of the second embodiment.
【図8】 第3実施例の斜視図。FIG. 8 is a perspective view of a third embodiment.
1 棒状体支持具 2 支持体 3 把持部 4 切込 5 固定部 6 固定部 7 連結部 9 脚部 10 脚部 11 棒状体支持具 41 棒状体支持具 20 鉄筋 25 鉄筋 30 鉄筋 52 固定部 53 固定部 50 仮枠板 DESCRIPTION OF SYMBOLS 1 Rod support 2 Support 3 Gripping part 4 Cut 5 Fixed part 6 Fixed part 7 Connecting part 9 Leg 10 Leg 11 Rod support 41 Rod support 20 Reinforcing steel 25 Reinforcing rod 30 Reinforcing rod 52 Fixed part 53 Fixed Part 50 Temporary frame plate
Claims (1)
成し、後端には長手方向に切込を形成すると共に、この
切込の先端部を円弧状に曲折して他の棒状体を固定す
る、先端に案内部を有する固定部を形成し、ストッパと
スベリ止を有する脚部を折曲自在に構成した支持体を2
個構成し、この支持体の後部を互いに連結体で連結して
なり、 棒状体の運搬時には、2本の棒状体を支持体の両端の把
持部と中央の連結部とで挾んで支持し、組立時には一の
棒状体を他の棒状体と直交せしめ上記固定部と連結部と
で支持する棒状体支持具。1. A front end is bent to form a grip portion of one rod-shaped body, a cut is formed in a rear end in a longitudinal direction, and a front end of the cut is bent in an arc shape to form another cut. A supporting member for fixing a rod-shaped body, having a fixing portion having a guide portion at a tip end, and having a leg portion having a stopper and a sliding stop formed so as to be freely bent.
The rear part of the support is connected to each other by a connecting body. When the rod is transported, the two rods are supported by being sandwiched between the grips at both ends of the support and the center connecting part, A rod-like body supporter for assembling one rod-like body orthogonally to another rod-like body at the time of assembly and supporting the rod-like body with the fixing portion and the connecting portion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10898591A JP2872440B2 (en) | 1991-02-16 | 1991-02-16 | Rod support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10898591A JP2872440B2 (en) | 1991-02-16 | 1991-02-16 | Rod support |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3108986A Division JP2537709B2 (en) | 1991-02-16 | 1991-02-16 | Formwork construction method using rod-shaped support |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0665990A JPH0665990A (en) | 1994-03-08 |
JP2872440B2 true JP2872440B2 (en) | 1999-03-17 |
Family
ID=14498665
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10898591A Expired - Fee Related JP2872440B2 (en) | 1991-02-16 | 1991-02-16 | Rod support |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2872440B2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3890369B2 (en) | 2003-01-31 | 2007-03-07 | アークレイ株式会社 | Analyzer supply device |
CN113356067B (en) * | 2021-06-21 | 2022-11-15 | 重庆市江津钢模有限责任公司 | Road bridge steel mould structure with good supporting performance |
-
1991
- 1991-02-16 JP JP10898591A patent/JP2872440B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH0665990A (en) | 1994-03-08 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19981124 |
|
LAPS | Cancellation because of no payment of annual fees |