JPH0118758Y2 - - Google Patents

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Publication number
JPH0118758Y2
JPH0118758Y2 JP2669083U JP2669083U JPH0118758Y2 JP H0118758 Y2 JPH0118758 Y2 JP H0118758Y2 JP 2669083 U JP2669083 U JP 2669083U JP 2669083 U JP2669083 U JP 2669083U JP H0118758 Y2 JPH0118758 Y2 JP H0118758Y2
Authority
JP
Japan
Prior art keywords
support
flexible tube
bent
standing
horizontal leg
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
JP2669083U
Other languages
Japanese (ja)
Other versions
JPS59132851U (en
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 filed Critical
Priority to JP2669083U priority Critical patent/JPS59132851U/en
Publication of JPS59132851U publication Critical patent/JPS59132851U/en
Application granted granted Critical
Publication of JPH0118758Y2 publication Critical patent/JPH0118758Y2/ja
Granted legal-status Critical Current

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  • Installation Of Indoor Wiring (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Supports For Pipes And Cables (AREA)

Description

【考案の詳細な説明】 この考案は可撓管立ち上がり用支持金具に係
り、主としてビル建築工事に際し、床スラブその
他に埋設される可撓性に富んだ電線管をスラブ上
に立ち上がり状に仮止支持しておき、コンクリー
ト材打込時における倒伏、特に立ち上がらせた際
での左右側方への倒伏を確実に防止できるように
した可撓管立ち上がり用支持金具に関するもので
ある。
[Detailed description of the invention] This invention relates to a support fitting for standing up flexible pipes, and is mainly used during building construction work to temporarily fix highly flexible electric conduit pipes buried in floor slabs or other surfaces in a rising shape on the slab. The present invention relates to a support fitting for standing up a flexible tube, which supports the flexible tube and reliably prevents it from falling down when pouring concrete material, especially from falling to the left and right when it is stood up.

従来、コンクリートビル建築工事に際し、コン
クリートスラブ上で各種の配線を行なう場合は、
スラブ上に電線管を立ち上がり状と成して仮止め
支持することでコンクリート材を打込み、埋設固
定している。ところが、立ち上がり状態とさせた
電線管は開口されているから適当に閉塞処理を施
しておく必要がある。一方、埋設させる電線管を
立ち上がり状に支持させる場合、剛性を有する鋼
管製のそれであればその支持に何ら不都合はない
が、アウトレツトボツクスの如き配線器具類との
位置合せを可能とさせるよう可撓性がある合成樹
脂管や螺旋帯製金属管にあつては、その可撓性の
故に立ち上がり状の支持状態の維持は困難であ
る。そのため、外部からこれを支持する支持手段
によるとしたら埋込み完了後ではその支持手段が
邪魔になり、場合によつては除去後の埋戻しが必
要である等の極めて面倒な作業を要するものであ
つた。
Traditionally, when performing various types of wiring on concrete slabs during concrete building construction work,
Electrical conduits are built up on the slab and temporarily supported, then concrete material is placed and buried and fixed. However, since the electric conduit in the upright state is open, it is necessary to appropriately close it. On the other hand, when supporting conduit pipes to be buried in an upright manner, there is no problem in supporting them if they are made of rigid steel pipes, but it may be necessary to make them easier to align with wiring equipment such as outlet boxes. In the case of flexible synthetic resin pipes and spiral band metal pipes, it is difficult to maintain an upright support state due to their flexibility. Therefore, if a support means is used to support it from the outside, the support means will get in the way after the embedding is completed, and in some cases, it will require extremely troublesome work such as backfilling after removal. Ta.

そこで、この考案は叙上の点に鑑み案出された
もので、その要旨とするところは、コンクリート
スラブ上に立ち上がり状に支持すべき可撓管外周
に当接する山形状に屈曲された支持部を形成し、
この支持部の両端から立ち上がり用脚部を折曲垂
設し、更にこの立ち上がり用脚部から水平用脚部
を折曲延設して、支持部、立ち上がり用脚部、水
平用脚部全体を適宜径の1本の杆材を折曲するこ
とで一体形成すると共に、水平用脚部にはパネル
或いはスラブ筋への取付手段を形成したことに存
し、これにより、コンクリート材打込時にあつて
も倒伏せず、立ち上がり状態を確実に維持し、特
に立ち上がらせた際での左右側方への倒伏を確実
に防止すると共に、そのまま埋込残置されるも邪
魔にならずに済み、極めて簡単な構成で安価に提
供でき経済的負担も大きくならないようにしたも
のである。
Therefore, this idea was devised in view of the points mentioned above, and its gist is that the support is bent into a mountain shape and comes into contact with the outer periphery of the flexible tube that is to be supported in an upright manner on the concrete slab. form,
Standing legs are bent and suspended from both ends of this support part, and horizontal legs are bent and extended from these rising legs, so that the support part, rising legs, and horizontal legs are all assembled. It is formed integrally by bending a single rod of an appropriate diameter, and the horizontal leg has a means for attaching it to the panel or slab reinforcement, which makes it possible to avoid heat when pouring concrete. It is extremely easy to use, as it does not fall over and maintains its standing position, and in particular prevents it from falling to the left or right side when it is stood up. It has a simple configuration and can be provided at low cost without increasing the economic burden.

以下、図面を参照してこの考案の実施例を説明
すると次の通りである。
Hereinafter, embodiments of this invention will be described with reference to the drawings.

図において示される符号Pは、ビル建築工事に
おいて構築される床スラブの如きコンクリートス
ラブF内に埋設され、その先端部分がコンクリー
トスラブF上に立ち上がり状に支持される可撓
管、例えば合成樹脂製、螺旋帯製の、更には必要
があれば二重管構造となつている可撓性ある電線
管であり、この可撓管P外にこの考案金具が装着
セツトされるようになつている。
The symbol P shown in the figure is a flexible pipe made of synthetic resin, for example, which is buried in a concrete slab F such as a floor slab constructed in building construction work, and whose tip part is supported in an upright manner on the concrete slab F. It is a flexible electrical conduit made of a spiral band, and further has a double-tube structure if necessary, and this devised fitting is attached and set outside the flexible tube P.

一方、SはコンクリートスラブF内に格子状そ
の他に配筋されるスラブ筋であり、適宜径の鋼棒
が使用され、また、Wは木製、鋼製のパネルであ
る。
On the other hand, S is a slab reinforcement arranged in a lattice or other form within the concrete slab F, and steel rods of an appropriate diameter are used, and W is a panel made of wood or steel.

しかして、コンクリートスラブF上に立ち上が
り状に支持すべき可撓管P外周に当接する山形状
に屈曲された支持部1を形成し、この支持部1の
両端から立ち上がり用脚部5を折曲垂設し、更に
この立ち上がり用脚部5から水平用脚部6を折曲
延設したものであり、これらの支持部1、立ち上
がり用脚部5、水平用脚部6全体は適宜径の1本
の杆材を折曲することで一体形成してある。
Thus, a supporting part 1 bent into a mountain shape is formed on the concrete slab F to abut on the outer periphery of the flexible pipe P that is to be supported in an upright manner, and the rising leg parts 5 are bent from both ends of this supporting part 1. The support part 1, the rising leg part 5, and the horizontal leg part 6 as a whole have an appropriate diameter of 1. It is made into one piece by bending the rods of the book.

支持部1自体は可撓管P外周にしつくり当接さ
れるようその外径に沿う単数若しくは複数の凹所
を有し、その凹所内に可撓管Pが各別に収納セツ
トされるようになつている。第1図乃至第3図に
あつての支持部1は、1本の可撓管Pの支持に適
すべく平面略U字形に折曲形成されている。第4
図にあつての支持部1は、平面波形に屈曲形成し
て複数本の可撓管Pを支持可能としたものであ
り、可撓管Pが直接収納セツトされる各凹所は図
示の如く偏平略V字形とされる場合に限らないこ
とは勿論である。こうすることで、複数本の可撓
管Pを平行状に支持でき、また、前後方向で対称
形とすることで互いに逆方向での両方向からの複
数の可撓管Pを同時に支持できる(図示せず)。
第5図及び第6図にあつての支持部1は、両端に
平面略U字状の1対の側部支持凹所2を形成し、
この側部支持凹所2相互間に垂設した立ち下げ部
4を介して側部支持凹所2とは逆向きの平面略U
字状の中央支持凹所3を連設させたものである。
こうすることで、第5図に示すように2本の電線
管Pを平行状に支持でき、また、第6図に示すよ
うに1本の電線管Pを支持でき、いずれも確実な
立ち上がり状となしてしつかり支持できる。な
お、複数本の可撓管Pを同時に支持させる場合
は、相互の間隔をアウトレツトボツクスの如き配
線ボツクス類におけるノツクアウト孔相互の間隔
に対応させておくと便利であり、通常は44mmとさ
れる。
The support part 1 itself has one or more recesses along the outer diameter of the flexible tube P so as to be made and abutted on the outer periphery of the flexible tube P, and the flexible tubes P are individually stored and set in the recesses. ing. The support portion 1 shown in FIGS. 1 to 3 is bent into a substantially U-shape in plan view so as to be suitable for supporting one flexible tube P. Fourth
The support part 1 in the figure is bent into a planar waveform so that it can support a plurality of flexible tubes P, and each recess into which the flexible tubes P are directly stored and set is as shown in the figure. Of course, the shape is not limited to a flat, substantially V-shape. By doing this, it is possible to support a plurality of flexible tubes P in parallel, and by making them symmetrical in the front-rear direction, it is possible to support a plurality of flexible tubes P from both opposite directions at the same time (Fig. (not shown).
The support part 1 in FIGS. 5 and 6 has a pair of side support recesses 2 having a substantially U-shape in plan at both ends,
A plane approximately U in the opposite direction to the side support recesses 2 is provided through the vertically disposed downward portions 4 between the side support recesses 2.
It has a series of central support recesses 3 in the shape of a letter.
By doing this, it is possible to support two conduit pipes P in parallel as shown in Fig. 5, and it is also possible to support one conduit P as shown in Fig. 6, both of which have a reliable standing shape. I can firmly support you. In addition, when supporting multiple flexible tubes P at the same time, it is convenient to make the mutual spacing correspond to the mutual spacing between knockout holes in wiring boxes such as outlet boxes, which is usually 44 mm. .

支持部1の両端から垂設された立ち上がり用脚
部5及びこの立ち上がり用脚部5から延設された
水平用脚部6全体は側面からみて略L字形を呈し
ている。立ち上がり用脚部5は可撓管P自体の折
り曲げられた立ち上がり状態を維持するのに充分
な高さを有し、水平用脚部6は可撓管P自体が原
形に復原しようとする復原弾撥力に抗し、後述す
る取付手段7,10との関係で充分な長さを有す
るものとされる。
The rising leg portions 5 hanging from both ends of the support portion 1 and the horizontal leg portions 6 extending from the rising leg portions 5 are generally L-shaped when viewed from the side. The rising leg part 5 has a height sufficient to maintain the bent standing state of the flexible tube P itself, and the horizontal leg part 6 has a height sufficient to maintain the bent state of the flexible tube P itself. It is made to have a sufficient length to resist repelling force and in relation to attachment means 7 and 10, which will be described later.

その際、図示のように、水平用脚部6は可撓管
Pを支持している支持部1の下方がわで、立ち上
がり用脚部5端から折曲配置されているようにす
る。すなわち、側面からみて、直線状への復原力
に充分に抗するようにすべく稍上向きにした支持
部1、斜めに立ち上がらせた立ち上がり用脚部
5、水平用脚部6から成る全体が倒V字形を呈す
るようにしておく(第2図及び第3図参照)。そ
うすることで、、自身が立ち上がり状となること
で折曲された可撓管Pが原状に復原すべく直線状
になろうとするとき、支持部1における凹所の奥
部方向へ荷重が負荷されるも、水平用脚部6がこ
れをしつかりと支持し、倒伏を防止し、取付安定
性が一層増大する。
At this time, as shown in the figure, the horizontal leg part 6 is bent from the end of the rising leg part 5 at the lower part of the support part 1 that supports the flexible tube P. That is, when viewed from the side, the entire structure consisting of the supporting part 1, which is oriented slightly upward in order to sufficiently resist the rectilinear restoring force, the rising leg part 5, which is raised diagonally, and the horizontal leg part 6, is collapsed. It is made to have a V-shape (see Figures 2 and 3). By doing so, when the flexible tube P, which has been bent by standing up, tries to straighten to restore its original shape, a load is applied toward the inner part of the recess in the support part 1. However, the horizontal leg portions 6 firmly support this, preventing it from falling over, and further increasing the installation stability.

そして、これらの支持部1、立ち上がり用脚部
5、水平用脚部6は、折曲された可撓管Pが直線
状の原形に復原すべく生じる復原力によつて折曲
されたり、撓曲されたりしない程度の強度を有す
る所定径の1本の杆材にて折曲形成されるもの
で、杆材自体は、適度な弾性を備えたものでも差
し支えない。
These supporting portions 1, standing legs 5, and horizontal legs 6 are bent or bent by the restoring force generated to restore the bent flexible tube P to its original linear shape. It is formed by bending a single rod of a predetermined diameter that is strong enough not to bend, and the rod itself may have appropriate elasticity.

更に、水平用脚部6にはパネルW或いはスラブ
筋Sへの取付手段7,10を形成してあり、これ
らの取付手段7,10は可撓管Pの直線状への復
原力によつても取付セツト位置からずれることが
ないようしつかりと所定位置で可撓管Pを支持す
るものとなつている。第1図及び第2図、第4図
乃至第6図にはパネルWへの取付手段7が示され
ており、この取付手段7は、水平用脚部6の一部
を圧潰し、この圧潰部分に止着用釘8を貫挿させ
る透孔9を穿設したものである。これによると、
透孔9を貫挿させた止着用釘8にてパネルW面に
固着されるから、透孔9すなわち圧潰部分位置は
立ち上がり用脚部5との連設部分近傍に設けられ
ることで取付時での一層の安定性を増大させ得
る。これ9の形成位置は、図示の如く水平用脚部
6の略中央位置に限定されるものではなく、ま
た、パネルW面に固定するからスラブ筋Sの配筋
がない場所でも使用できる。第3図にはスラブ筋
Sへの取付手段10が示されており、この取付手
段10は、水平用脚部6とスラブ筋Sとをともに
縛結させる縛結線材11を用いたものである。縛
結線材11としては例えば針金が使用されるもの
であり、これによると、スラブ筋Sに沿わせられ
る水平用脚部6は可能な限り長くしてそれぞれの
水平用脚部6における縛結位置間隔を長くするこ
とで一層の取付安定性を得ることができる。いず
れにしても、二つの取付手段7,10は一方を形
成すれば他方が形成できないものではないから、
両者7,10を併存させるのは差し支えなく、む
しろ併存させることが望ましい。
Further, the horizontal leg portion 6 is formed with attachment means 7, 10 for attaching to the panel W or the slab reinforcement S, and these attachment means 7, 10 are attached by the restoring force of the flexible tube P to the linear shape. The flexible tube P is firmly supported at a predetermined position so that it does not deviate from the mounting set position. 1, 2, and 4 to 6 show attachment means 7 to the panel W, and this attachment means 7 crushes a part of the horizontal leg 6, and A through hole 9 is drilled in the portion to allow a fixing nail 8 to be inserted therethrough. according to this,
Since it is fixed to the surface of the panel W with the fixing nail 8 inserted through the through-hole 9, the through-hole 9, that is, the collapsed portion position is provided near the part connected to the rising leg 5, so that it can be easily installed. can further increase the stability of. The formation position of this 9 is not limited to the substantially central position of the horizontal leg portion 6 as shown in the figure, and since it is fixed to the surface of the panel W, it can be used even in a place where slab reinforcement S is not arranged. FIG. 3 shows an attachment means 10 to the slab reinforcement S, and this attachment means 10 uses a binding wire material 11 for tying together the horizontal leg portion 6 and the slab reinforcement S. . For example, a wire is used as the binding wire material 11, and according to this, the horizontal leg portions 6 that are made to follow the slab lines S are made as long as possible to determine the binding position of each horizontal leg portion 6. Further mounting stability can be obtained by increasing the spacing. In any case, if one of the two attachment means 7 and 10 is formed, the other cannot be formed.
There is no problem in allowing both 7 and 10 to coexist, but it is rather desirable that they coexist.

なお、図中20は可撓管P開口を閉塞施蓋する
キヤツプ体であり、21は可撓管P内に挿入され
てその立ち上がり状の折曲状態を維持する杆材製
の立ち上がり維持杆である。
In addition, in the figure, 20 is a cap body that closes and closes the opening of the flexible tube P, and 21 is a rising maintenance rod made of rod material that is inserted into the flexible tube P and maintains its rising bent state. be.

この考案は叙上のように構成されており、これ
が使用に際しては、既定の設計に従い、電線管の
如き可撓管Pを立ち上がらせる位置において、い
ずれかの取付手段7,10を用いてパネルW或い
はスラブ筋Sにこの考案金具を取付セツトすると
共に、立ち上がり状に折曲させた可撓管Pの撓曲
部の直立部分を支持部1の凹所2,3に収納し、
必要があれば支持部1において適宜縛結し、然る
後、コンクリート材を打ち込むことでコンクリー
トスラブFとする。このとき、必要に応じ、可撓
管P開口からL字形に折曲した立ち上がり維持杆
21を挿入し、キヤツプ体20を可撓管P開口に
施蓋すればよく、可撓管P自身の確実な直立維持
を図り、可撓管P内へのトロ進入を確実に阻止す
る。
This device is constructed as described above, and when used, according to a predetermined design, the panel W is attached to the panel W using either of the mounting means 7, 10 in a position where the flexible pipe P such as a conduit pipe is raised. Alternatively, attach and set this devised metal fitting to the slab reinforcement S, and store the upright portion of the bent portion of the flexible tube P in the recesses 2 and 3 of the support portion 1;
If necessary, it is tied appropriately at the support part 1, and then concrete material is poured into it to form a concrete slab F. At this time, if necessary, it is sufficient to insert the standing maintenance rod 21 bent into an L shape from the opening of the flexible tube P, and cover the opening of the flexible tube P with the cap body 20. The flexible tube P is maintained upright, and entry of the tube into the flexible tube P is reliably prevented.

したがつて、立ち上がらせる可撓管Pは、立ち
上がり用脚部5が折曲垂設された支持部1の凹所
内で収納支持されることで直立状に維持され、し
かも、可撓管P外部からこれPを支持するも、可
撓管Pの直線状への復原力には支持部1が奥部が
これを支えてその倒伏を阻止し、また左右方向へ
は支持部1における凹所の両側部がこれを支える
から、どのような方向からの外力でもこれに耐
え、立ち上がり状態を確実に維持できる。
Therefore, the flexible tube P to be raised up is maintained in an upright state by being accommodated and supported within the recess of the support part 1 in which the legs 5 for standing up are bent and vertically provided. However, the support part 1 supports the rectilinear restoring force of the flexible tube P and prevents it from falling down, and the recess in the support part 1 supports the flexible tube P in the left and right direction. Since both sides support it, it can withstand external forces from any direction and maintain its standing position reliably.

支持部1自体は、可撓管P外周に当接する山形
状に屈曲されているから、山形状の凹所それぞれ
で可撓管Pを支持することとなり、特にその左右
側方への倒伏は、山形状に屈曲されて得た凹所の
両側部分にて支持し、例えば内装式の前記立ち上
がり維持杆21のみでは困難な直立維持をより完
全なものとすることができる。
Since the support part 1 itself is bent into a mountain shape that comes into contact with the outer periphery of the flexible tube P, the flexible tube P is supported at each of the mountain-shaped recesses, and in particular, its collapse to the left and right sides is prevented. It is supported by both sides of the recess formed by bending into a mountain shape, and it is possible to more completely maintain the upright position, which is difficult to do with only the internal type upright maintaining rod 21, for example.

支持部1の両端から折曲垂設された立ち上がり
用脚部5は、可撓管Pの撓曲部分においての直接
的な支持位置となる支持部1を適当な高さで保持
させ、また、立ち上がり用脚部5から折曲延設さ
れた水平用脚部6とともに確実な支持を図る。
The standing leg parts 5 bent and suspended from both ends of the support part 1 hold the support part 1 at an appropriate height, which is a direct support position at the bending part of the flexible tube P. Reliable support is provided together with the horizontal leg 6 which is bent and extended from the rising leg 5.

水平用脚部6に形成したパネルW或いはスラブ
筋Sへの取付手段7,10は、取付態様の多様化
をもたらし、現場においての状況その他によつて
パネルW或いはスラブ筋Sへの取付けを選択でき
るから極めて便利であるばかりでなく、取付作業
も簡単で能率的に遂行できるものである。
The attachment means 7 and 10 to the panel W or slab reinforcement S formed on the horizontal leg portion 6 allow for diversification of attachment modes, and attachment to the panel W or slab reinforcement S can be selected depending on the situation at the site. Not only is it extremely convenient because it can be done, but the installation work is also simple and can be accomplished efficiently.

更に、支持部1、立ち上がり用脚部5、水平用
脚部6全体は適宜径の1本の杆材を折曲すること
で一体形成されるから、極めて安価に構成でき、
パネルW或いはスラブ筋Sに取付けられた状態で
コンクリート材が打込まれ、埋設されるとして
も、経済的負担は小さくて済むものである。ま
た、埋設する際、この考案金具全体を埋入させた
状態とすることが理想的な使用状態となるも、埋
設時に支持部1その他の上半部分が露出したとし
ても埋設作業終了時にこれを切断除去することも
容易であるから、邪魔になることもない。
Furthermore, since the supporting part 1, the rising leg part 5, and the horizontal leg part 6 are all integrally formed by bending a single rod of an appropriate diameter, they can be constructed at an extremely low cost.
Even if the concrete material is poured and buried while attached to the panel W or the slab reinforcement S, the economic burden is small. In addition, when burying, the ideal usage condition is to bury the whole of this devised metal fitting, but even if the upper half of the support part 1 and other parts are exposed during burying, it must be removed at the end of the burying work. Since it is easy to cut and remove, it does not get in the way.

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

図面はこの考案の実施例を示すもので、第1図
はパネルに固定した使用状態の斜視図、第2図は
同じく断面図、第3図はスラブ筋に固定した使用
状態の斜視図、第4図は他の実施例における使用
状態の斜視図、第5図は他の実施例における2本
支持時での使用状態の一部省略斜視図、第6図は
同じく1本支持時での使用状態の一部省略斜視図
である。 F……コンクリートスラブ、P……可撓管、S
……スラブ筋、W……パネル、1……支持部、2
……側部支持凹所、3……中央支持凹所、4……
立ち下げ部、5……立ち上がり用脚部、6……水
平用脚部、7……取付手段、8……止着用釘、9
……透孔、10……取付手段、11……縛結線
材、20……キヤツプ体、21……立ち上がり維
持杆。
The drawings show an embodiment of this invention. Fig. 1 is a perspective view of the device in use, fixed to a panel, Fig. 2 is a sectional view, and Fig. 3 is a perspective view of the device in use, fixed to a slab reinforcement. Figure 4 is a perspective view of another embodiment in use, Figure 5 is a partially omitted perspective view of another embodiment in use with two rods supported, and Figure 6 is the same with one rod supported. It is a partially omitted perspective view of the state. F...Concrete slab, P...Flexible pipe, S
...Slab line, W...Panel, 1...Support part, 2
... Side support recess, 3 ... Center support recess, 4 ...
Lowering part, 5...Rising leg part, 6...Horizontal leg part, 7...Mounting means, 8...Fixing nail, 9
...Through hole, 10... Attachment means, 11... Binding wire material, 20... Cap body, 21... Standing maintenance rod.

Claims (1)

【実用新案登録請求の範囲】 1 コンクリートスラブ上に立ち上がり状に支持
すべき可撓管外周に当接する山形状に屈曲され
た支持部を形成し、この支持部の両端から立ち
上がり用脚部を折曲垂設し、更にこの立ち上が
り用脚部から水平用脚部を折曲延設して、支持
部、立ち上がり用脚部、水平用脚部全体を適宜
径の1本の杆材を折曲することで一体形成する
と共に、水平用脚部にはパネル或いはスラブ筋
への取付手段を形成したことを特徴とする可撓
管立ち上がり用支持金具。 2 支持部を平面波形に屈曲形成して複数本の可
撓管を支持可能とした実用新案登録請求の範囲
第1項記載の可撓管立ち上がり用支持金具。 3 支持部は両脇に平面略U字状の1対の側部支
持凹所を形成し、この側部支持凹所相互間に垂
設した立ち下げ部を介して側部支持凹所とは逆
向きの平面略U字状の中央支持凹所を連設させ
た実用新案登録請求の範囲第1項または第2項
記載の可撓管立ち上がり用支持金具。 4 水平用脚部は可撓管を支持している支持部の
下方がわで、立ち上がり用脚部端から折曲配置
されている実用新案登録請求の範囲第1項ない
し第3項のいずれか記載の可撓管立ち上がり用
支持金具。 5 パネルへの取付手段は、水平用脚部の一部を
圧潰し、この圧潰部分に止着用釘を貫挿させる
透孔を穿設した実用新案登録請求の範囲第1項
ないし第4項のいずれか記載の可撓管立ち上が
り用支持金具。 6 スラブ筋への取付手段は、水平用脚部とスラ
ブ筋とをともに縛結させる縛結線材を用いた実
用新案登録請求の範囲第1項ないし第4項のい
ずれか記載の可撓管立ち上がり用支持金具。
[Claims for Utility Model Registration] 1. A support part bent into a mountain shape that contacts the outer periphery of a flexible tube to be supported in an upright manner is formed on a concrete slab, and rising leg parts are bent from both ends of this support part. The horizontal leg is bent and extended from the rising leg, and the support part, the rising leg, and the entire horizontal leg are bent using a rod of an appropriate diameter. 1. A support fitting for standing up a flexible tube, characterized in that the support fitting is formed integrally with the horizontal leg portion and has means for attaching it to a panel or slab reinforcement formed on the horizontal leg portion. 2. A support fitting for standing up a flexible tube according to claim 1, which is capable of supporting a plurality of flexible tubes by bending the supporting portion into a plane waveform. 3. The support part has a pair of substantially U-shaped side support recesses formed on both sides, and is connected to the side support recesses through a hanging part provided vertically between the side support recesses. A support fitting for standing up a flexible tube according to claim 1 or 2, which is provided with a center support recess that is substantially U-shaped in plan view in opposite directions. 4. Any one of claims 1 to 3 of the utility model registration claim, in which the horizontal leg is bent from the end of the rising leg at the lower side of the support part that supports the flexible tube. Supporting fitting for standing up the flexible tube as described. 5. The means for attaching to the panel consists of crushing a part of the horizontal leg and drilling a through hole through which the fixing nail is inserted into the crushed part, as set forth in claims 1 to 4 of the utility model registration claims. A support fitting for standing up a flexible tube as described in any of the above. 6. The means for attaching to the slab reinforcement is the flexible tube stand-up according to any one of claims 1 to 4 of the utility model registration claims, which uses a binding wire that ties together the horizontal legs and the slab reinforcement. Support metal fittings.
JP2669083U 1983-02-25 1983-02-25 Support metal fittings for standing up flexible tubes Granted JPS59132851U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2669083U JPS59132851U (en) 1983-02-25 1983-02-25 Support metal fittings for standing up flexible tubes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2669083U JPS59132851U (en) 1983-02-25 1983-02-25 Support metal fittings for standing up flexible tubes

Publications (2)

Publication Number Publication Date
JPS59132851U JPS59132851U (en) 1984-09-05
JPH0118758Y2 true JPH0118758Y2 (en) 1989-06-01

Family

ID=30157599

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2669083U Granted JPS59132851U (en) 1983-02-25 1983-02-25 Support metal fittings for standing up flexible tubes

Country Status (1)

Country Link
JP (1) JPS59132851U (en)

Also Published As

Publication number Publication date
JPS59132851U (en) 1984-09-05

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