JPH0315711Y2 - - Google Patents

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Publication number
JPH0315711Y2
JPH0315711Y2 JP11444086U JP11444086U JPH0315711Y2 JP H0315711 Y2 JPH0315711 Y2 JP H0315711Y2 JP 11444086 U JP11444086 U JP 11444086U JP 11444086 U JP11444086 U JP 11444086U JP H0315711 Y2 JPH0315711 Y2 JP H0315711Y2
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JP
Japan
Prior art keywords
nut
flange
square
utility
model registration
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Expired
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JP11444086U
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Japanese (ja)
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JPS6321362U (en
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Publication of JPS6321362U publication Critical patent/JPS6321362U/ja
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Description

【考案の詳細な説明】 産業上の利用分野 この考案は、建築途上にあ建物の鉄骨梁上に、
例えば第2図に示したような安全通路又は第3図
に示したような作業用ないし資材置場用のステー
ジを架設するため使用される束立に関する。さら
に詳しくは、前記通路又はステージのH形鋼(大
引)等を載置するバタ角材等を、梁鉄筋の組立て
に支障をきたさず、又は梁鉄筋を乱さないだけの
高さに差し上げて支持するための束立に係り、用
途が広く、しかも鉄骨のサイズに対する自在性が
ある万能型束立に関する。
[Detailed explanation of the invention] Industrial field of application This invention is designed to provide
For example, the present invention relates to a bundling used for constructing a safety passage as shown in FIG. 2 or a stage for work or material storage as shown in FIG. More specifically, support is provided by raising and supporting the Bata square timbers, etc. on which the H-beams (large pullers), etc. of the passageway or stage are placed, to a height that does not interfere with the assembly of the beam reinforcing bars or disturb the beam reinforcing bars. This invention relates to a universal bundling system that has a wide range of uses and is flexible for the size of steel frames.

従来の技術 従来、建物の鉄骨建方後、鉄骨の本締めや溶接
及び鉄筋の組立てその他の諸作業を安全に効率良
く遂行するために、各階の鉄骨梁上に安全通路や
作業用ステージを架設することが一般的に行なわ
れている。
Conventional technology Conventionally, after the steel frame of a building has been erected, safety walkways and work stages have been constructed on the steel beams of each floor in order to safely and efficiently carry out the final tightening of the steel frame, welding, assembling reinforcing bars, and other operations. It is commonly done.

こうした安全通路やステージは、鉄骨梁に付設
される梁鉄筋の組立てをじやましたり、又はせつ
かく組立てた梁鉄筋を乱すことがないように束立
を使用して架設される。即ち、安全通路等の単管
やH形鋼(大引)は、束立により一定の高さに差
し上げて支持されたバタ角材等の上に載置される
のである。
These safety passages and stages are constructed using bundles so as not to hinder the assembly of beam reinforcing bars attached to the steel beams or to disturb the carefully assembled beam reinforcing bars. In other words, single pipes and H-beams (large hiki) for safety passages, etc., are placed on top of square timbers, etc., which are held up to a certain height and supported by bundling.

従来、束立としては、適当な大きさ、高さのコ
ンクリートブロツクを使用し、これを鉄筋梁のフ
ランジ上に置き番線等でくくり付けて固定し、該
コンクリートブロツクの上に角バタ材等を載置
し、安全道路やステージを組立てていた。
Conventionally, for bundling, concrete blocks of appropriate size and height are used, which are placed on the flanges of reinforcing beams and tied with numbered wires, etc., and fixed, and square baton materials, etc., are placed on top of the concrete blocks. They were placing it on the ground and assembling a safe road and stage.

あるいはまた、鉄骨梁上にアングル又はC形
鋼、H形鋼などのH形鋼などの小片を溶接し、こ
れを束立として使用することも行なわれている。
Alternatively, small pieces of angles or H-beams such as C-beams and H-beams are welded onto steel beams and used as bundles.

本考案が解決しようとする問題点 従来のようにコンクリートブロツクを束立とし
て使用した場合は、コンクリートブロツクを鉄筋
梁上にくくり付けて固定する作業に手数がかかる
し、かつその作業には熟練を要する。その上、同
コンクリートブロツク上に載置した角バタ材の位
置決め固定や安全性に欠け、見た目にもいかにも
危なかしいという問題点があつた。
Problems that the present invention aims to solve: When concrete blocks are used as bundles as in the past, it is time-consuming to tie and secure the concrete blocks onto the reinforcing beams, and the work requires skill. It takes. In addition, there was a problem in that the square wood placed on the concrete blocks lacked positioning and security, and was visually dangerous.

また、安全通路やステージ等はスラブ型枠を組
立後コンクリート打設前に解体撤去されるが、そ
の解体時には一旦くくり付けた番線をほどくのに
手間がかかるし、番線を切断すれば消耗材となり
番線屑が発生するという問題点があつた。
In addition, safety passageways, stages, etc. are dismantled and removed after the slab formwork is assembled and before concrete is poured, but when dismantling it, it takes time to untie the ties that have been tied together, and if the ties are cut, they become consumable materials. There was a problem that wire waste was generated.

次に、鉄骨梁上に溶接したアングルやC形鋼、
H形鋼などの小片を束立として使用する場合に
は、現場で鉄骨梁に溶接熱等を加えることになり
これはは設計管理上きびしく忌避される。だから
といつて、工場で予め小片を溶接しておくという
ことも種々やつかいな問題があり、実用的でな
い。しかも使用済後の解体時には、当該小片によ
る束立は必らず切断して撤去しなければならず、
したがつて、手間がかかる上に転用はできないと
いう問題点があつた。
Next, angles and C-beams welded onto steel beams,
When using small pieces such as H-beams as bundles, welding heat, etc. will be applied to the steel beams on site, which is strictly avoided in terms of design management. However, welding small pieces in advance at a factory poses various problems and is not practical. Moreover, when dismantling after use, the bundle of small pieces must be cut and removed.
Therefore, there were problems in that it was time-consuming and could not be used for other purposes.

問題点を解決するための手段 上記従来技術の問題点を解決するための手段と
して、この考案に係る万能型束立は、図面の第1
図〜第3図に実施例を示したとおり、 鉄骨10のフランジ幅よりも細幅の台座2に所
定高さの芯棒ボルト3を直立させ、該芯棒ボルト
3にハンドル4付きの着脱操作用ナツト5をねじ
込んでいる。そして、前記着脱操作用ナツト5の
外周部には下方への移動を阻止されたスリツプリ
ング14を回転自在に設け、このスリツプリング
14に鉄筋10のフランジ10aに掛止めるフラ
ンジホルダ6を設けた掛止腕7,7を左右対称な
配置で少なくとも一対開閉揺動が可能に取付け
た。また、前記芯棒ボルト3の上端部には上向き
に開口した溝形のバタ角受け8を設けた。
Means for Solving the Problems As a means for solving the problems of the above-mentioned prior art, the universal bundling according to this invention is
As shown in the embodiment in Figures 1 to 3, a core bolt 3 of a predetermined height is stood upright on a pedestal 2 whose width is narrower than the flange width of the steel frame 10, and a handle 4 is attached to the core bolt 3 for attachment and detachment operation. nut 5 is screwed in. A slip ring 14 that is prevented from moving downward is rotatably provided on the outer periphery of the nut 5 for attachment and detachment, and a flange holder 6 that is attached to the flange 10a of the reinforcing bar 10 is attached to the slip ring 14. At least one pair of stop arms 7, 7 are installed in a symmetrical arrangement so as to be able to swing open and close. Further, a groove-shaped flap corner receiver 8 that opens upward is provided at the upper end of the core bolt 3.

作 用 この万能型束立1を鉄骨梁10のフランジ10
a上の所定位置、特に梁鉄筋を避けた位置にその
台座2を載せて立て、左右の掛止腕7,7はその
フランジホルダ6,6でフランジ10aの両側縁
部を抱持させ(第1図)、しかる後にハンドル4
を回し着脱操作用ナツト5を芯棒ボルト3に沿つ
て上昇させると、ナツト5の上昇につれて掛止腕
7,7は緊張され、フランジホルダ6,6はフラ
ンジ10aの両側縁部をがつちりつかみ、逆に芯
棒ボルト3の下端の台座2はフランジ10a上に
突張る形で反力をとるので、この万能型束立1は
フランジ10a上に強固に据付け固定される。
Function This all-purpose bundle stand 1 is attached to the flange 10 of the steel beam 10.
Place the pedestal 2 at a predetermined position on a, especially at a position avoiding the beam reinforcing bars, and stand it upright. 1), then handle 4
When the nut 5 for attachment/detachment operation is raised along the core bolt 3 by turning, the locking arms 7, 7 are tensed as the nut 5 is raised, and the flange holders 6, 6 tighten both side edges of the flange 10a. On the other hand, the pedestal 2 at the lower end of the core bolt 3 takes a reaction force by stretching onto the flange 10a, so that the universal bundle stand 1 is firmly installed and fixed on the flange 10a.

しかる後に、バタ角受け8にバタ角材12(又
は角パイプその他、以下同じ)を入れ込んで支持
させ、締付ボルト9を回して締付け固定するか、
又は釘孔に釘を打つとバタ角材12は安定に支持
される。
After that, insert the Bata square material 12 (or other square pipes, the same applies hereinafter) into the Bata corner receiver 8 to support it, and tighten and fix it by turning the tightening bolt 9, or
Alternatively, by driving a nail into the nail hole, the batten square timber 12 is stably supported.

安全道路やステージの解体時には、バタ角材1
2をバタ角受け12から取外し、ハンドル4を回
し着脱操作用5を芯棒ボルト3に沿つて下降させ
ると、掛止腕7,7の緊張がゆるみ、フランジホ
ルダ6はフランジ10aの側縁から容易に外すこ
とができ、当該万能型束立1はフランジ10a上
から撤去可能である。
When dismantling safety roads and stages, use Bata square lumber 1.
2 from the flap corner receiver 12, and turn the handle 4 to lower the attachment/detachment operation unit 5 along the core bolt 3, the tension in the latching arms 7, 7 is released, and the flange holder 6 is released from the side edge of the flange 10a. It can be easily removed, and the universal bundling stand 1 can be removed from above the flange 10a.

鉄骨梁10のサイズの大小、即ちフランジ10
aの幅寸法の大小に対しては、例えば着脱操作用
5を必要なだけ下降させると、フランジ10aの
幅寸法が大きい場合でもその両側縁に掛止腕7の
フランジホルダ6が届くようになる。逆に、フラ
ンジ10aの幅寸法が小さい場合には、着脱操作
用5を必要なだけ上昇させると、掛止腕7の長さ
が余り過ぎないようになる。よつて鉄骨梁10の
サイズの大小には広範に自在に対応することがで
きる。
The size of the steel beam 10, that is, the flange 10
For example, if the attachment/detachment operation 5 is lowered as much as necessary depending on the width of the flange 10a, the flange holder 6 of the latching arm 7 can reach both side edges of the flange 10a even if the width of the flange 10a is large. . On the other hand, when the width of the flange 10a is small, the length of the locking arm 7 can be prevented by raising the attachment/detachment operation 5 as much as necessary. Therefore, it is possible to freely accommodate a wide range of sizes of the steel beams 10.

実施例 次に、図面の第1図〜第3図に示したこの考案
の実施例を説明する。
Embodiment Next, an embodiment of this invention shown in FIGS. 1 to 3 of the drawings will be described.

第1において、鉄骨梁10の幅寸法よりも若干
細幅(130×150mm位)で平面略長方形の平板状を
なす台座2の中央部に、高さが約200mm、外径が
φ26位の芯棒ボルト3の下端を溶接して一体的に
固定し直立せしめている。
First, a core with a height of about 200 mm and an outer diameter of about φ26 is placed in the center of the pedestal 2, which is slightly narrower than the width of the steel beam 10 (about 130 x 150 mm) and has an approximately rectangular flat plate shape. The lower ends of the rod bolts 3 are welded and fixed integrally to stand upright.

芯棒ボルト5には、まずロツクナツト13がね
じ込まれ、つづいて全長が70mm位の筒状をなす着
脱操作用ナツト5がねじ込まれている。該着脱操
作用ナツト5の上部外周には、棒状のハンドル4
が左右対称的な配置で水平に取付けられている。
即ち、着脱操作用ナツト5はハンドル4で回さ
れ、ねじ運動により芯棒ボルト3に沿つて上下移
動する構成とされている。着脱操作用ナツト5の
位置が決まつたあと、ロツクナツト13を回して
ナツト5の下端に当接させ締付けることにより、
着脱操作用ナツト5の位置は決してゆるまないよ
うに固定することができる。
First, a lock nut 13 is screwed into the core bolt 5, and then a cylindrical attachment/detachment nut 5 with a total length of approximately 70 mm is screwed into the core bolt 5. A rod-shaped handle 4 is provided on the outer periphery of the upper part of the nut 5 for attaching and detaching.
are installed horizontally in a symmetrical arrangement.
That is, the nut 5 for attachment/detachment is turned by the handle 4, and is moved up and down along the core bolt 3 by screw movement. After the position of the nut 5 for attachment/detachment operation is determined, turn the lock nut 13 to bring it into contact with the lower end of the nut 5 and tighten.
The position of the nut 5 for attachment and detachment can be fixed so that it will never loosen.

着脱操作用ナツト5の下端部外周には鍔形状の
ストツパ17を突設してあり、該ナツト5の外周
部であつて前記ストツパ17より上の部分に、長
さが35mm位の管状をなすスリツプリング14が回
転自在にはめられている。スリツプリング14の
外周には、長さが35mm位の板状をなすブラケツト
15,15を左右対称的配置で突設し、このブラ
ケツト15,15の先端部に、左右一対をなす掛
止腕7,7の上端部がそれぞれ関節軸たるボルト
16により第1図の左右方向への開閉揺動が可能
に取付けられている。
A collar-shaped stopper 17 is provided protruding from the outer periphery of the lower end of the nut 5 for attaching/detaching operation, and a tubular shape with a length of about 35 mm is provided on the outer periphery of the nut 5 and above the stopper 17. A slip ring 14 is rotatably fitted. On the outer periphery of the slip ring 14, plate-shaped brackets 15, 15 with a length of approximately 35 mm are provided in a symmetrical arrangement, and at the tips of the brackets 15, 15, a pair of left and right latching arms 7 are provided. , 7 are respectively attached by bolts 16 serving as joint shafts so as to be able to swing open and close in the left-right direction in FIG.

掛止腕7は、長さが13cm、幅が25mm位の帯板状
をなし、その下端部には外径がφ60、長さが30mm
位の円管の一部を切欠いてC字形状としたフラン
ジホルダ6が溶接で取付けられている。
The hanging arm 7 has a strip shape with a length of about 13 cm and a width of about 25 mm, and the lower end has an outer diameter of φ60 and a length of 30 mm.
A flange holder 6, which is formed by cutting out a part of a circular pipe to form a C-shape, is attached by welding.

従つて、第1図のように左右の掛止腕7,7の
フランジホルダ6,6をフランジ10aの両側縁
部に掛止め、ハンドル4で着脱操作用ナツト5を
回し芯棒ナツト3に沿つて上方へ移動させてゆく
と、この万能型束立1はフランジ10a上に強固
に据付け固定できる。勿論、ハンドル4を逆に回
し着脱操作用ナツト5を下降させると、掛止腕7
の緊張はゆるみ、そのフランジホルダ6をフラン
ジ10aの側縁から外して容易に撤去することが
できるのである。
Therefore, as shown in FIG. 1, the flange holders 6, 6 of the left and right latching arms 7, 7 are latched to both side edges of the flange 10a, and the nut 5 for attachment/detachment is rotated with the handle 4 along the core rod nut 3. When the universal bundling stand 1 is moved upward, the universal bundling stand 1 can be firmly installed and fixed on the flange 10a. Of course, if you turn the handle 4 in the opposite direction and lower the attachment/detachment nut 5, the latch arm 7
The tension is loosened, and the flange holder 6 can be easily removed from the side edge of the flange 10a.

芯棒ナツト3の上端部には、まず平板状の天端
プレート18を溶接で水平に固定し、さらにこの
天端プレート18の上に、第1図に示したように
上向きに開口した溝形をなすバタ角受け8が、ボ
ルト19で締付け固定して取付けられている。な
お、ボルト19の頭がバタ角材12に当る不都合
を避けるため、バタ角受け8の底部には角材30
が取付られている。
First, a flat plate-like top plate 18 is horizontally fixed to the upper end of the core rod nut 3 by welding, and then a groove-shaped groove opening upward is placed on top of this top plate 18 as shown in FIG. A butterfly corner receiver 8 forming a shape is attached by being tightened and fixed with a bolt 19. In addition, in order to avoid the inconvenience of the head of the bolt 19 hitting the square bar 12, there is a square bar 30 at the bottom of the square bracket 8.
is installed.

このバタ角受け8の前記角材30上に、バタ角
材12(又は角パイプ)がずり落ることがないよ
うに受け止められるのである。
The square beam 12 (or the square pipe) is received on the square beam 30 of the square beam receiver 8 so that it will not fall off.

バタ角受け8の側部には水平方向にねじ込まれ
た締付ボルト9を設け、この締付ボルト9により
バタ角受け8に受止めたバタ角材12を締付け固
定するものとしている。
A tightening bolt 9 screwed in the horizontal direction is provided on the side of the flap corner receiver 8, and the flap corner member 12 received in the flap corner receiver 8 is tightened and fixed by this tightening bolt 9.

なお、締付ボルト9を抜いてそのねじ孔を釘孔
とするか、又は別位置に所要数の釘孔を設け、こ
のに打込んだ釘でバタ角材12を固定することも
行なわれる。
It is also possible to remove the tightening bolt 9 and use its screw hole as a nail hole, or to provide a required number of nail holes at different locations and fix the batten square material 12 with nails driven into these holes.

第2図は、上記構成の万能型束立1を使用して
鉄骨梁10上に組立て架設した安全道路を示して
いる。
FIG. 2 shows a safety road assembled and constructed on a steel beam 10 using the universal bundling system 1 having the above structure.

即ち、鉄骨10のフランジ10a上に取付け固
定した左右の束立1,1にてバタ角材12を支持
せしめ、このバタ角材12の上にH形鋼20,2
0を架け渡し、これをなぎ材21で連結した上で
通路ユニツトが組上げられている。図中22は鋼
製布板、23は幅木、24は安全通路枠である。
That is, the Bata square beam 12 is supported by the left and right bundle stands 1, 1 which are fixed and fixed on the flange 10a of the steel frame 10, and the H-beams 20, 2 are placed on top of the Bata square beam 12.
The passage unit is assembled by bridging the bridges 0 and connecting them with fillers 21. In the figure, 22 is a steel cloth board, 23 is a baseboard, and 24 is a safety passage frame.

また、第3図は、上記構成の万能型束立1を使
用して鉄骨梁10上に組立て架したステージを示
している。
Further, FIG. 3 shows a stage assembled and mounted on a steel beam 10 using the universal bundling stand 1 having the above configuration.

即ち、鉄骨梁10のフランジ10a上に取付け
固定した多数の束立1……にて角バタ材12を支
持せしめ、該角バタ材12上に合計4本のH形鋼
(大引)25……を架け渡し、その上にステージ
ユニツトが組上げられている。図中26は根太角
パイプ、27は足場板、28は角パイプ、29は
幅木、30はステージ枠である。
That is, a square butterfly material 12 is supported by a large number of bundles 1 attached and fixed on the flange 10a of the steel beam 10, and a total of four H-shaped steels (large pullers) 25... are supported on the square butterfly material 12. A stage unit is built on top of the bridge. In the figure, 26 is a joist square pipe, 27 is a scaffold board, 28 is a square pipe, 29 is a baseboard, and 30 is a stage frame.

本考案が奏する効果 以上に実施例と併せて詳述したとおりであつ
て、この考案の万能型束立1は、建物の鉄骨梁1
0上に安全通路又はステージなどを架設する用途
に広く便利に使用できる。また、鉄骨梁10のサ
イズの大小に対する適用性にも優れ、実用性が高
い。
Effects of the present invention As described in detail above in conjunction with the embodiments, the universal bundling 1 of this invention can be applied to steel beams of buildings.
It can be widely and conveniently used for constructing a safety passageway or a stage on the ground. In addition, it has excellent applicability to different sizes of steel beams 10, and is highly practical.

しかも、鉄骨梁10に対する取付け取外しが簡
単であり、その上取付け位置を自由に選べる融通
性があるし、その際に溶接や切断等の熱を一切使
用しないので、鉄骨梁10の強度に悪影響を及ぼ
さいで済む。そして、くり返し転用が可能であ
り、転用回数を多くすることにより経済性を高め
ることができるのである。
Moreover, it is easy to install and remove from the steel beam 10, and it is flexible enough to freely choose the installation position.In addition, no heat is used during welding, cutting, etc., which adversely affects the strength of the steel beam 10. It doesn't have to be too much. Moreover, it can be reused repeatedly, and by increasing the number of reuses, economical efficiency can be improved.

さらに、この万能型束立1は、鉄骨梁10に対
する取付け固定の安定性に優れ、ひいてはこの万
能型束立1を使用して組立てた安全通路(第2
図)あるいはステージ(第3図)の使用上の安全
性を高めることができるのである。
Furthermore, this universal bundle stand 1 has excellent stability in mounting and fixing to the steel beam 10, and furthermore, the safety passage (second
This makes it possible to improve the safety in use of the stage (Fig. 3) or the stage (Fig. 3).

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

第1図はこの考案に係る万能型束立を使用状態
で示した立面図、第2図と第3図は前記万能型束
立を使用して組立てた安全通路及びステージの断
面図である。
FIG. 1 is an elevational view showing the universal bundling stand according to the invention in use, and FIGS. 2 and 3 are cross-sectional views of a safety passage and stage assembled using the universal bundling stand. .

Claims (1)

【実用新案登録請求の範囲】 【1】 鉄骨10のフランジ幅よりも細幅の台座
2に所定高さの芯棒ボルト3を直立させ、該芯
棒ボルト3にハンドル4付きの着脱操作用ナツ
ト5をねじ込んであり、前記着脱操作用ナツト
5の外周部には下方へ移動を阻止されたスリツ
プリング14を回転自在に設け、このスリツプ
リング14には鉄骨10のフランジ10aに掛
止めるフランジホルダ6を設けた掛止腕7,7
を左右対称な配置で少なくとも一対開閉揺動が
可能に取付けてあり、前記芯棒ボルト3の上端
部には上向きに開口した溝形のバタ角受け8を
設けていることを特徴とする万能型束立。 【2】 実用新案登録請求の範囲第1項に記載し
たバタ角受け8は、その側部に、受入れたバタ
角材12を固定する締付ボルト9又は釘打ち用
の釘孔を有することを特徴とする万能型束立。 【3】 実用新案登録請求の範囲第1項に記載し
た芯棒ボルト3には、着脱操作用ナツト5のロ
ツクナツト13がねじ込まれていることを特徴
とする万能型束立。 【4】 実用新案登録請求の範囲第1項に記載し
た掛止腕7は、着脱操作用ナツト5の外周部で
あつてその下端外周に鍔状に突設したストツパ
17より上の部分に回転自在にはめたスリツプ
リング14にブラケツト15,15を突出さ
せ、このブラケツト15,15に関節軸16で
開閉揺動が可能に取付けられていることを特徴
とする万能型束立。
[Claims for Utility Model Registration] [1] A core bolt 3 of a predetermined height is stood upright on a pedestal 2 whose width is narrower than the flange width of the steel frame 10, and a nut with a handle 4 for attachment/detachment is attached to the core bolt 3. A slip ring 14 which is prevented from moving downward is rotatably provided on the outer periphery of the attachment/detachment nut 5, and this slip ring 14 has a flange holder 6 hooked onto the flange 10a of the steel frame 10. Latching arms 7, 7 provided with
At least one pair of the core bolts 3 are mounted in a symmetrical arrangement so as to be able to swing open and close, and the upper end of the core bolt 3 is provided with a groove-shaped flap corner receiver 8 that opens upward. Set up. [2] The Bata square receiver 8 described in claim 1 of the utility model registration is characterized in that it has a tightening bolt 9 for fixing the received Bata square timber 12 or a nail hole for driving a nail on its side. A versatile bundle. [3] Utility model registration A universal bundling assembly characterized in that a lock nut 13 of a nut 5 for attaching and detaching is screwed into the core bolt 3 as described in claim 1. [4] The locking arm 7 described in Claim 1 of the Utility Model Registration is rotated on the outer periphery of the nut 5 for attaching/detaching operation and above the stopper 17 which is protruded like a brim from the outer periphery of the lower end thereof. This versatile bundling stand is characterized by having brackets 15, 15 protruding from a freely fitted slip ring 14, which are attached to the brackets 15, 15 so as to be swingable in opening and closing by means of a joint shaft 16.
JP11444086U 1986-07-25 1986-07-25 Expired JPH0315711Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11444086U JPH0315711Y2 (en) 1986-07-25 1986-07-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11444086U JPH0315711Y2 (en) 1986-07-25 1986-07-25

Publications (2)

Publication Number Publication Date
JPS6321362U JPS6321362U (en) 1988-02-12
JPH0315711Y2 true JPH0315711Y2 (en) 1991-04-05

Family

ID=30997183

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11444086U Expired JPH0315711Y2 (en) 1986-07-25 1986-07-25

Country Status (1)

Country Link
JP (1) JPH0315711Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2598703Y2 (en) * 1992-10-14 1999-08-16 株式会社共立 Mounting structure of vibration isolating coil spring
JP5280910B2 (en) * 2009-03-27 2013-09-04 アルインコ株式会社 Mounting device for wife side skirting board in temporary elevated stage

Also Published As

Publication number Publication date
JPS6321362U (en) 1988-02-12

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