JPS603133Y2 - Assembly structure of reinforced cage unit - Google Patents

Assembly structure of reinforced cage unit

Info

Publication number
JPS603133Y2
JPS603133Y2 JP6780781U JP6780781U JPS603133Y2 JP S603133 Y2 JPS603133 Y2 JP S603133Y2 JP 6780781 U JP6780781 U JP 6780781U JP 6780781 U JP6780781 U JP 6780781U JP S603133 Y2 JPS603133 Y2 JP S603133Y2
Authority
JP
Japan
Prior art keywords
reinforcing bar
embankment
bar cage
holes
pipes
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
JP6780781U
Other languages
Japanese (ja)
Other versions
JPS57178817U (en
Inventor
常一郎 澄田
政幸 松岡
好則 元原
Original Assignee
住金鋼材工業株式会社
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 住金鋼材工業株式会社 filed Critical 住金鋼材工業株式会社
Priority to JP6780781U priority Critical patent/JPS603133Y2/en
Publication of JPS57178817U publication Critical patent/JPS57178817U/ja
Application granted granted Critical
Publication of JPS603133Y2 publication Critical patent/JPS603133Y2/en
Expired legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Revetment (AREA)

Description

【考案の詳細な説明】 この考案は複数本の形鋼(H・溝・山・T各形鋼等)と
一部又は全部にネジ部を有する管材又は棒材(丸棒・鉄
筋等)とからなる複数個の鉄筋かごユニットを上下水平
方向に連結しながら配し、かつその中に砕石やコンクリ
ートブロックを詰めこんで砂防や堤防等の築堤を遺戒す
る際の鉄筋かごユニットの組立て構造に関する。
[Detailed explanation of the invention] This invention uses multiple steel sections (H, groove, mountain, and T sections, etc.) and pipes or bars (round bars, reinforcing bars, etc.) that have threads in some or all of them. This invention relates to the assembly structure of a reinforcing cage unit when a plurality of reinforcing cage units consisting of the above are arranged while being connected in the vertical and horizontal directions, and crushed stone or concrete blocks are packed therein to construct an embankment such as a sand control or embankment.

従来、この種の築堤は鉄筋かごユニット相互がボルト・
ナツトで連結されているため組立て作業が面倒でかつ強
度的にも弱かった。
Conventionally, in this type of embankment, the reinforcing cage units were connected to each other by bolts.
Because they were connected with nuts, assembly was troublesome and the strength was weak.

この考案は前記従来の問題点を解消するために開発され
たもので、そのl実施例として、棒材にてネジ部を有す
るネジバーと複数本のH形鋼とからなる複数個の鉄筋か
ごユニットを上下横方向に連結しながら配し、かつその
中に砕石やコンクリートブロックを詰めこんで砂防や堤
防等の築堤を遺戒する際にH形鋼のフランジ端部に連結
プレートを跨設し、該連結プレートとフランジ端部には
連通ずる透孔を形成し、該透孔に鉄筋かごユニットのネ
ジバーを貫通させ、その貫通部分に固定ナツトを螺着す
ることによって築堤の長手方向に隣り合う鉄筋かごユニ
ット相互を連結し、かつH形鋼のフランジに形成した透
孔に鉄筋かごユニットのネジバーを貫通させ、その貫通
部分に固定ナツトを螺着することによって築堤の上下方
向に隣り合う鉄筋かごユニット相互をH形鋼の上下フラ
ンジにて連結し、また、必要に応じて鉄筋かごユニット
を築堤の厚み方向にもネジバーを連結しながら築堤の厚
みを厚くする場合にはH形鋼のウエブに形成した透孔に
鉄筋かごユニットのネジパーを貫通させ、その貫通部分
に固定ナツトを螺着することによって築堤の厚み方向に
隣り合う鉄筋かごユニット相互を連結する。
This invention was developed in order to solve the above-mentioned conventional problems, and as an example, a plurality of reinforcing bar cage units made of a threaded bar having a threaded part and a plurality of H-beams are used. When constructing embankments such as erosion control or embankments by placing crushed stones and concrete blocks in a connected manner in the vertical and horizontal directions, a connecting plate is placed across the flange end of the H-shaped steel, and the A communicating through-hole is formed in the connecting plate and the flange end, and the threaded bar of the reinforcing bar cage unit is passed through the through hole, and a fixing nut is screwed into the penetrating portion to connect the reinforcing bar cages adjacent to each other in the longitudinal direction of the embankment. Reinforcement cage units that are adjacent to each other in the vertical direction of the embankment can be connected to each other by connecting the units, passing the threaded bar of the reinforcing bar cage unit through the through hole formed in the flange of the H-shaped steel, and screwing a fixing nut into the penetrating part. are connected by upper and lower flanges of H-beam steel, and if necessary, reinforcing bar cage units are connected with threaded bars in the thickness direction of the embankment, and if the embankment is to be thickened, it is formed into a web of H-beam steel. The reinforcing bar cage units adjacent to each other in the thickness direction of the embankment are connected to each other by passing the screw holes of the reinforcing bar cage units through the through holes and screwing fixing nuts into the through holes.

またネジパーにはH形鋼間の間隔を保持する鋼管をそれ
ぞれ挿通させることによって鉄筋かごユニットの組立作
業を簡単にするとともに鉄筋かごユニット相互の連結強
度を高め、またH形鋼のウェブおよび上下フランジと連
結プレートに形成した透孔(以下ネジバー貫通孔という
In addition, steel pipes that maintain the spacing between the H-beams are inserted through the threaded holes to simplify the assembly work of the reinforcing bar cage units and increase the connection strength between the reinforcing bar cage units. and a through hole formed in the connection plate (hereinafter referred to as a screw bar through hole).

)はネジパーが自由に動けるように長孔やルーズ孔とす
ることによって鉄筋かごユニット全体に囲繞性をもたせ
て築堤造成現場の地盤の形状に自由に対処できるように
しようとするものである。
) is an attempt to make the entire reinforcing bar cage unit enclosing by making the holes long or loose so that the screws can move freely, so that it can be freely adapted to the shape of the ground at the embankment construction site.

尚、1実施例としてネジパーについて記述しているが、
所定長さの管材又は鉄筋や丸棒等の棒材端部或いは必要
な所にネジ部を有しておれば特に使用上問題はない。
Incidentally, although a screwdriver is described as one example,
There is no particular problem in use as long as a threaded portion is provided at the end of a pipe of a predetermined length or a bar such as a reinforcing bar or a round bar or where necessary.

以下、この考案を図示する一実施例によって説明する。This invention will be explained below with reference to an illustrated embodiment.

第1図、第2図、第3図において、符号1は鉄筋かごユ
ニットを示し、複数本のH形鋼2,2と複数本のネジバ
ー3.・・・と複数本の鋼管9.・・・とから構成され
ている。
1, 2, and 3, reference numeral 1 indicates a reinforcing bar cage unit, which includes a plurality of H-beams 2, 2 and a plurality of threaded bars 3. ...and multiple steel pipes9. It is composed of...

H形鋼2,2のウェブ4および上下フランジ5,5には
その長手方向に一定間隔でネジバー貫通孔6.・・・が
形成されている。
The web 4 and upper and lower flanges 5, 5 of the H-beams 2, 2 are provided with threaded bar through holes 6. at regular intervals in the longitudinal direction. ... is formed.

ネジバー貫通孔6はネジパー3の径よりやや太き目に形
成されている。
The screw bar through hole 6 is formed to be slightly thicker than the diameter of the screw pin 3.

また、上下フランジ5,5の長手方向両端部にはネジバ
ー貫通孔7,7が上下フランジ5,5の幅方向に並列に
形成されている。
Furthermore, threaded bar through holes 7, 7 are formed in parallel in the width direction of the upper and lower flanges 5, 5 at both longitudinal ends of the upper and lower flanges 5, 5.

ネジバー貫通孔7,7は上下フランジ5,5の長手方向
に長い長孔に形成されている。
The screw bar through-holes 7, 7 are formed as elongated holes extending in the longitudinal direction of the upper and lower flanges 5, 5.

上下H形鋼2,2問および左右H形鋼間2,2間には複
数本のネジパー3.・・・がそれぞれ跨設されている。
There are multiple screw holes 3. ...is installed across each of them.

上下H形鋼2,2間のネジパー3.・・・はその上下両
端部を上下H形鋼2,2の下フランジ5および上フラン
ジ5のネジバー貫通孔6,6に貫通させ、その貫通部分
に固定ナツト8,8を螺着して上下H形鋼2,2に取付
けられている。
Thread par between upper and lower H-beams 2, 2 3. ... has its upper and lower ends passed through the screw bar through holes 6, 6 of the lower flange 5 and upper flange 5 of the upper and lower H-section steels 2, 2, and screwed the fixing nuts 8, 8 into the penetrating portions. It is attached to H-section steel 2,2.

この場合、ネジパー3.・・・はネジバー貫通孔6゜・
・・に対して1個おきに取付けられている。
In this case, screw par 3. ... is screw bar through hole 6°・
... are attached every other piece.

前記ネジパー3.・・・のうちH形2,2の長手方向両
端部に跨設されるネジパー3a、3aは上下H形鋼2.
2間の間隔を保持する鋼管9,9に挿通させ、その上下
両端部を下フランジ5および上フランジ5のネジバー貫
通孔7,7に貫通させかつ貫通部分に固定ナツト8,8
を螺着して上下H形鋼2.2に取付けられている。
Said screw par3. . . . The screw holes 3a, 3a installed across both longitudinal ends of the H-shaped steel 2, 2 are the upper and lower H-shaped steel 2.
The upper and lower ends of the steel pipes 9, 9 are inserted through the threaded bar through holes 7, 7 of the lower flange 5 and the upper flange 5, and fixing nuts 8, 8 are inserted into the penetrating portions.
are attached to the upper and lower H-beams 2.2 by screwing them.

一方、左右H形鋼2,2間のネジパー3.・・・はその
左右両端部を左右H形鋼2,2のウェブ4゜4のネジバ
ー貫通孔6,6に貫通させ、その貫通部分に固定ナツト
8,8を螺着して左右H形鋼2.2に取付けられている
On the other hand, the threaded hole 3 between the left and right H-beams 2, 2. ... has its left and right ends passed through the threaded bar through holes 6, 6 of the web 4°4 of the left and right H-beams 2, 2, and screwed the fixing nuts 8, 8 into the penetrating portions to form the left and right H-beams. 2.2 is installed.

前記ネジパー3.・・・のうちH形鋼2,2の長手方向
両端部に跨設されiるネジパー3a、3aには左右H形
鋼2,2間の間隔を保持する鋼管9,9が該鋼管9,9
にネジパー3a、3aを貫通させて取付けられる。
Said screw par3. ..., steel pipes 9, 9 that maintain the spacing between the left and right H-beams 2, 2 are attached to the threaded holes 3a, 3a installed across both ends of the H-beams 2, 2 in the longitudinal direction. 9
It is attached by passing the screw holes 3a, 3a through the.

また、斜めに隣り合うH形鋼2,2間には例えばその両
端部にターンバックル10.10が交差して°跨設され
、該ターンバックル10.10はその両端部を該両端部
に形成したネジバー貫通孔11゜11にネジパー3a、
3aの端部を貫通させ、その貫通部分に固定ナツト8,
8を螺着してH形鋼2.2に取付けられている。
In addition, turnbuckles 10.10 are provided between the diagonally adjacent H-beams 2, 2, for example, at both ends of the turnbuckles 10.10. Attach the screw bar 3a to the screw bar through hole 11°11,
3a, and a fixing nut 8,
8 is screwed onto the H-section steel 2.2.

このように構成された鉄筋かごユニット1.・・・を該
鉄筋かごユニット1の上下方向、長手方向および幅方向
に順次連結しながら配しかつその中に砕石、コンクリー
トブロック、あるいはソイルメント(土砂とセメントと
水とからなる混練物を袋詰めしたもの)等を詰め込んで
第7図に示すような必要大の砂防や堤防等の築堤Aが造
成される。
Reinforcement cage unit configured as described above 1. ... are sequentially connected in the vertical, longitudinal, and width directions of the reinforcing bar cage unit 1, and bags containing crushed stone, concrete blocks, or soilment (a mixture of earth, sand, cement, and water) are placed therein. Embankment A, such as sabo and embankments of the required size, is constructed by filling in the materials such as sandstones) etc. as shown in Figure 7.

この場合、築堤Aの長手方向に隣り合う鉄筋かごユニッ
ト1,1は第6図の様に上下H形鋼2゜2の上下フラン
ジ5,5間に連結プレート12゜12を跨設し、該連結
プレート12.12にはネジバー貫通孔7,7に連通ず
るネジバー貫通孔13.13が形成されていて、該ネジ
バー貫通孔13.13および7,7にネジパー3a、3
aを貫通させ、その貫通部分に固定ナツト8,8を螺着
して連結されている。
In this case, the reinforcing bar cage units 1, 1 adjacent to each other in the longitudinal direction of the embankment A are provided with a connecting plate 12° 12 spanning between the upper and lower flanges 5, 5 of the upper and lower H-beams 2°2, as shown in Fig. 6. The connecting plate 12.12 is formed with a screw bar through hole 13.13 that communicates with the screw bar through holes 7, 7, and the screw bars 3a, 3 are connected to the screw bar through holes 13.13 and 7, 7.
a is penetrated, and fixing nuts 8, 8 are screwed into the penetrating portions to connect them.

また、築堤Aの上下方向に隣り合う鉄筋かごユニット1
,1は上下H形鋼2.2の下フランジ5および上フラン
ジ5のネジバー貫通孔6.・・・および7,7と連結プ
レート12.12のネジバー貫通孔13,13にネジパ
ー3、・・・および3a、3aを貫通させ、その貫通部
分に固定ナツト8,8を螺着して連結されている。
In addition, reinforcing bar cage unit 1 adjacent to embankment A in the vertical direction
, 1 is the screw bar through hole 6. of the lower flange 5 and upper flange 5 of the upper and lower H-beams 2.2. ... and 7, 7 and the screw bar through holes 13, 13 of the connecting plate 12.12 through the screw pars 3, ... and 3a, 3a, and screw the fixing nuts 8, 8 into the penetrating portions to connect them. has been done.

その結果、上下鉄筋かごユニット1,1間には上下鉄筋
かごユニット1,1の右左H形鋼2゜2をH形鋼とする
鉄筋かごユニットが新たに構戒されることになる。
As a result, a new reinforcing bar cage unit is installed between the upper and lower reinforcing bar cage units 1, 1, in which the right and left H-beams 2゜2 of the upper and lower reinforcing bar cage units 1, 1 are made of H-beams.

また築堤Aの厚み方向に隣り合う鉄筋かごユニット1,
1は左右H形鋼2,2のウェブ4,4のネジバー貫通孔
6,6にネジバー3.・・・および3aを貫通させ、そ
の貫通部分に固定ナツト8,8を螺着して連結されてい
る。
Also, adjacent reinforcing bar cage units 1 in the thickness direction of embankment A,
1 has screw bars 3. ... and 3a, and are connected by screwing fixing nuts 8, 8 into the penetrating portions.

その結果、左右鉄筋かごユニット1,1間には左右鉄筋
かごユニット1,1の上下H形鋼2,2をH形鋼とする
鉄筋かごユニットが新たに構成されることになる。
As a result, a new reinforcing bar cage unit is constructed between the left and right reinforcing bar cage units 1, 1 in which the upper and lower H-beams 2, 2 of the left and right reinforcing bar cage units 1, 1 are H-beams.

第9図、第10図は鉄筋かごユニットの変形例を示し、
鉄筋かごユニット14はその上部分の左右H形鋼2,2
を下部分の左右H形鋼2,2より若干短かめに形成する
ことによって四角錐台形に形成され、該鉄筋かごユニッ
ト14.・・・をその上下方向長手方向および幅方向に
順次連結しながら配しその中に砕石、コンクリートブロ
ック、あるいはソイセメントを詰め込んで第8図に示す
ような築堤Bが造成される。
Figures 9 and 10 show modified examples of the reinforcing bar cage unit,
The reinforcing bar cage unit 14 has left and right H-beams 2, 2 in its upper part.
The reinforcing bar cage unit 14. is formed into a quadrangular truncated pyramid shape by forming it slightly shorter than the left and right H-beams 2, 2 in the lower part. The embankment B as shown in Fig. 8 is constructed by sequentially connecting and arranging .

なお、築堤A、Bにおいて、鉄筋かごユニット、1.・
・・および13に立てに取付けられるネジバー3.・・
・および3at・・・を上下方向に重なるように取付け
れば固定ナツト8.・・・が万−緩んでも脱落すること
はない。
In addition, in embankments A and B, reinforcing cage units, 1.・
...and a screw bar 3 that is mounted vertically on 13.・・・
・If you attach 3at... so that they overlap vertically, the fixing nut 8. Even if ... becomes loose, it will not fall off.

この考案は以上の構成からなり、次の効果が期待できる
This invention consists of the above-mentioned structure, and the following effects can be expected.

■ 鉄筋かごユニットは複数本のH形鋼とネジバーより
構成され、前記ネジバーにはH形鋼間の間隔を保持する
鋼管が該鋼管にネジバーを挿通させて取付けられ、ネジ
バーはH形鋼に固定ナツトで連結されているので、強度
が大きく、組立て作業が極めて簡単である。
■ The reinforcing bar cage unit is composed of multiple H-shaped steels and threaded bars, and a steel pipe that maintains the spacing between the H-shaped steels is attached to the threaded bar by inserting the threaded bar into the steel pipe, and the threaded bar is fixed to the H-shaped steel. Since they are connected with nuts, they have great strength and are extremely easy to assemble.

■ 鉄筋かごユニット相互はボルト・ナツトによらない
で、鉄筋かごユニットの構成部材であるネジバーと固定
ナツトおよびネジバーと固定ナツトと連結プレートとに
よって連結しであるので、鉄筋かごユニット相互の連結
強度が極めて高くかつ鉄筋かごユニットの組立て作業に
並行させて鉄筋かごユニット相互の連結作業を簡単にお
こなうことができる。
■ The reinforcing bar cage units are connected to each other not by bolts or nuts, but by the screw bars and fixing nuts, the threaded bars, fixing nuts, and connection plates, which are the components of the reinforcing bar cage units, so the connection strength between the reinforcing bar cage units is increased. It is extremely high, and the work of connecting the reinforcing bar cage units to each other can be easily performed in parallel with the assembly work of the reinforcing bar cage units.

その結果、鉄筋かごユニットをその長手方向、上下方向
および幅方向に順次連結しながら配して必要大の砂防や
堤防等を簡単に遺戒することができる。
As a result, it is possible to easily construct a necessary size of erosion control, embankment, etc. by sequentially connecting and arranging the reinforcing bar cage units in the longitudinal direction, vertical direction, and width direction.

■ H形鋼や連結プレートのボルト挿通孔をネジバーの
径より大きいルーズ孔や長孔に形成することによって鉄
筋かごユニット全体に屈撓性をもたせているので、鉄筋
かごユニットの組立てに際し築堤造成現場の地盤の形状
に自由に対処することができる。
■ By forming the bolt insertion holes of the H-shaped steel and connecting plate into loose holes or long holes that are larger than the diameter of the threaded bar, the entire reinforcing bar cage unit is given flexibility, so when assembling the reinforcing bar cage unit, it can be easily used at the embankment construction site. It is possible to freely deal with the shape of the ground.

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

第1図、第2図、第3図は鉄筋かごユニットの平面図、
正面図、側面図、第4図、第5図は鉄筋かごユニット相
互を連結した状態を示す鉄筋かごユニット群の一部平面
図、一部正面図、第6図は第5図におけるイ部詳細図、
第7図、第8図は鉄筋かごユニットからなる築堤の正面
図、第9図、第10図は鉄筋かごユニットの変形例を示
す正面図、側面図である。 A、 B・・・・・・築堤、1・・・・・・鉄筋かごユ
ニット、2・・・・・・H形鋼、3,3a・・・・・・
ネジバー、4・・・・・・ウェブ、5・・・・・・上下
フランジ、6,7・・・・・・ネジバー貫通孔、8・・
・・・・固定ナツト、9・・・・・・鋼管、10・・・
・・・ターンバックル、11・・・・・・ネジバー貫通
孔、12・・・・・・連結プレート、13・・・・・・
ネジバー貫通孔、14・・・・・・鉄筋かごユニット。
Figures 1, 2, and 3 are plan views of the reinforcing bar cage unit;
A front view, a side view, FIGS. 4 and 5 are a partial plan view and a partial front view of a reinforcing bar cage unit group showing a state where the reinforcing bar cage units are connected to each other, and FIG. 6 is a detail of part A in FIG. 5. figure,
7 and 8 are front views of an embankment consisting of a reinforcing bar cage unit, and FIGS. 9 and 10 are a front view and a side view showing modified examples of the reinforcing bar cage unit. A, B...Embankment, 1...Reinforced cage unit, 2...H-shaped steel, 3,3a...
Threaded bar, 4... Web, 5... Upper and lower flanges, 6, 7... Threaded bar through hole, 8...
...Fixing nut, 9... Steel pipe, 10...
...Turnbuckle, 11...Threaded bar through hole, 12...Connection plate, 13...
Screw bar through hole, 14... Rebar cage unit.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] フランジおよびウェブにその長手方向に沿って複数個の
透孔を有する複数本の形鋼と、端部を前記透孔に貫通さ
せかつその貫通部分に固定ナツトを螺着して前記H形鋼
に取付けられる複数本の一部又は全部にネジ部を有する
管材又は棒材と、該管材又は棒材を挿通させて前記管材
又は棒材に取付けられる複数本の鋼管とからなる鉄筋か
ごユニットを上下水平方向に配して築堤を遺戒する鉄筋
かごユニットの組立て構造であり、前記築堤の長手方向
に隣り合う鉄筋かごユニットは形鋼のフランジ又はウェ
ーブ端部に該フランジ又はウェーブの透孔に連通する透
孔を有する連結プレートを跨設し、かつ前記管材又は棒
材を前記透孔に貫通させるとともにその貫通部分に固定
ナツトを螺着して連結し、前記築堤の厚み方向に隣り合
う鉄筋かごユニットは前記管材又は棒材を形鋼のウェブ
又はフランジの透孔に貫通させるとともにその貫通部分
に固定ナツトを螺着して連結し、かつ前記築堤の上下方
向に隣り合う鉄筋かごユニットは前記管材又は棒材を形
鋼のフランジ又はウェブの透孔に貫通させるとともにそ
の貫通部分に固定ナツトを螺着して連結しであることを
特徴とする鉄筋かごユニットの連結構造。
A plurality of section steels having a plurality of through holes along the longitudinal direction of the flanges and webs, and the H section steels are made by passing the ends through the through holes and screwing fixing nuts into the penetrating portions. A reinforcing bar cage unit consisting of a plurality of pipes or bars having threaded portions on some or all of the pipes to be attached, and a plurality of steel pipes to be attached to the pipes or bars by passing the pipes or bars through the steel pipes is vertically horizontally This is an assembly structure of reinforcing bar cage units arranged in the direction of the embankment, and the reinforcing bar cage units adjacent in the longitudinal direction of the embankment communicate with the flange or wave end of the section steel and the through hole of the flange or wave. reinforcing bar cage units that are connected to each other in the thickness direction of the embankment by straddling a connecting plate having a through hole, passing the pipe material or bar material through the through hole, and screwing a fixing nut into the penetrating portion; The pipe material or bar material is passed through a through hole in the web or flange of the section steel, and a fixing nut is screwed into the penetrating portion to connect the reinforcing bar cage unit in the vertical direction of the embankment. 1. A connection structure for a reinforcing cage unit, characterized in that the bars are connected by passing through holes in a flange or web of a section steel, and by screwing a fixing nut into the penetrating portion.
JP6780781U 1981-05-09 1981-05-09 Assembly structure of reinforced cage unit Expired JPS603133Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6780781U JPS603133Y2 (en) 1981-05-09 1981-05-09 Assembly structure of reinforced cage unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6780781U JPS603133Y2 (en) 1981-05-09 1981-05-09 Assembly structure of reinforced cage unit

Publications (2)

Publication Number Publication Date
JPS57178817U JPS57178817U (en) 1982-11-12
JPS603133Y2 true JPS603133Y2 (en) 1985-01-29

Family

ID=29863783

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6780781U Expired JPS603133Y2 (en) 1981-05-09 1981-05-09 Assembly structure of reinforced cage unit

Country Status (1)

Country Link
JP (1) JPS603133Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7061851B2 (en) * 2017-08-04 2022-05-02 Jfe建材株式会社 Cage and earth retaining structure

Also Published As

Publication number Publication date
JPS57178817U (en) 1982-11-12

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