JPH0215105Y2 - - Google Patents
Info
- Publication number
- JPH0215105Y2 JPH0215105Y2 JP1983079380U JP7938083U JPH0215105Y2 JP H0215105 Y2 JPH0215105 Y2 JP H0215105Y2 JP 1983079380 U JP1983079380 U JP 1983079380U JP 7938083 U JP7938083 U JP 7938083U JP H0215105 Y2 JPH0215105 Y2 JP H0215105Y2
- Authority
- JP
- Japan
- Prior art keywords
- bar member
- supported
- slab
- erected
- frame panel
- 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
Links
- 239000000463 material Substances 0.000 claims description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 description 8
- 230000002265 prevention Effects 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Supports For Pipes And Cables (AREA)
- Installation Of Indoor Wiring (AREA)
Description
【考案の詳細な説明】
[考案の技術分野]
この考案は可撓管立ち上げ用支持装置に係り、
主としてビル工事に際し、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
げ状に仮止支持しておき、コンクリート材打設時
における倒伏、特に立ち上げた際でのいかなる方
向への倒伏をも確実に防止できるようにした可撓
管立ち上げ用支持装置に関するものである。[Detailed description of the invention] [Technical field of the invention] This invention relates to a support device for raising flexible pipes.
Mainly during building construction, highly flexible electrical conduits buried in floor slabs and other surfaces are temporarily supported in an upright position on the slab to prevent them from collapsing when concrete is poured, especially when they are set up. This invention relates to a support device for raising a flexible tube that can reliably prevent it from collapsing in any direction.
[考案の技術的背景とその問題点]
従来、コンクリートビル工事に際し、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げ状と成して仮止支持する
ことでコンクリート材を打設し、埋設固定してい
る。そして、この電線管を立ち上げる際に使用す
る装置として、例えば、実開昭56−102880号公報
に示されるように、床取付用の平面部を配管の立
上りの基部支持用のスリーブとを有する固定具
と、前記スリーブの上端に着脱可能な保護管とか
らなる装置が用いられていた。また、実開昭51−
65300号公報に示されるように、ケーブルを帯状
体により支持してバインド線により縛結したもの
も存在した。[Technical background of the idea and its problems] Traditionally, when constructing a concrete building, when various types of wiring were to be carried out on a concrete slab, conduits were raised up on the slab and temporarily supported. The timber is poured and buried and fixed. As shown in, for example, Japanese Utility Model Application Publication No. 102880/1983, a device used when starting up this conduit has a flat part for floor mounting and a sleeve for supporting the base of the rising pipe. A device was used consisting of a fixture and a protective tube that was removably attached to the upper end of the sleeve. Also, Utsukai Showa 51-
As shown in Japanese Patent No. 65300, there were also cables in which the cable was supported by a band-shaped body and tied with a binding wire.
しかしながら、実開昭56−102880号公報に示さ
れる装置では、スリーブを有する固定具が略コ字
型の平面板にて形成されていることから、コンク
リート材を打設して立ち上げた配管に横方向の大
きな圧力が加わつたときに、固定具が変型し、固
定具のスリーブと保護管とにより支持されている
配管が、倒れてしまう事態が生じていた。また、
実開昭51−65300号公報に示される装置では、帯
状体の係合突起にバインド線を引つ掛けて、2本
のバインド線を交差するようにして帯状体とケー
ブルに巻き付けていることから、その巻き付け作
業が非常に面倒であつた。 However, in the device shown in Japanese Utility Model Application Publication No. 56-102880, the fixture with the sleeve is formed of a substantially U-shaped flat plate, so it cannot be used for piping set up by pouring concrete material. When a large lateral pressure is applied, the fixture deforms and the piping supported by the sleeve of the fixture and the protection tube collapses. Also,
In the device shown in Japanese Utility Model Application Publication No. 51-65300, a binding wire is hooked onto the engagement protrusion of the band-shaped body, and the two binding lines are wound around the band-shaped body and the cable so as to cross each other. , the winding work was very troublesome.
[考案の目的]
そこで、この考案は叙上の点に鑑み案出された
もので、床スラブその他に埋設される可撓管に富
んだ電線管をスラブ上に立ち上げ状に仮止支持し
ておき、コンクリート材打設時における倒伏、特
に立ち上げた際でのいかなる方向への倒伏をも確
実に防止できるようにした可撓管立ち上げ用支持
装置の提供を目的とするものである。[Purpose of the invention] Therefore, this invention was devised in view of the points mentioned above, and is a method for temporarily supporting electrical conduits with many flexible pipes buried in floor slabs or other surfaces in an upright manner on the slab. Another object of the present invention is to provide a support device for raising a flexible pipe that can reliably prevent the collapse of concrete material during pouring, especially the collapse in any direction when the concrete is stood up.
[考案の概要]
この考案は、上述した目的を達成するため、可
撓管立ち上げ用支持装置を、補強梁片を有して仮
枠パネル面に止着可能なベース体と、筒状でその
内周面に深さ方向に沿つて複数の調整突条を隆成
した立脚連結部を形成するスタンド部材と、立脚
連結部に着脱自在に嵌合されて立脚状に支持され
る適宜径の杆材製バー部材と、コンクリートスラ
ブに立ち上げ支持すべき可撓管をバー部材に縛結
する縛結線材とから構成することとした。[Summary of the invention] In order to achieve the above-mentioned purpose, this invention includes a support device for raising a flexible tube, a base body having a reinforcing beam piece and capable of being fixed to the surface of a temporary frame panel, and a cylindrical base body. A stand member forming a standing leg connection part with a plurality of adjustment protrusions raised along the depth direction on its inner peripheral surface, and a rod of an appropriate diameter that is removably fitted into the upright leg connection part and supported in the form of a standing leg. It was decided to consist of a bar member made of wood, and a tying wire member for tying the flexible pipe to be erected and supported on a concrete slab to the bar member.
[考案の実施例]
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。[Embodiments of the invention] Hereinafter, embodiments of the 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上に立ち上げ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のある電線管で
あり、この可撓管P外にこの考案装置がセツトさ
れるようになつている。 The symbol P shown in the figure is a flexible pipe that is buried in a concrete slab F such as a floor slab constructed in building construction work, and whose tip portion is supported in an upright manner on the concrete slab F.
For example, it is a flexible electrical conduit made of synthetic resin, a spiral band, or even a double pipe structure if necessary, and this devised device has come to be set outside of this flexible pipe P. ing.
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は木製の仮枠パネルであ
る。 On the other hand, S is slab reinforcement arranged in a grid or other form within the concrete slab F, and steel rods of an appropriate diameter are used, and W is a wooden temporary frame panel.
しかして、コンクリートスラブF上に立ち上げ
状に埋設すべき可撓管Pを支持するため、仮枠パ
ネルW面に止着されるスタンド部材1と、このス
タンド部材1に立脚状で着脱自在に支持されるバ
ー部材11と、可撓管Pをバー部材11に縛結支
持させる縛結線材15とを使用する。 In order to support the flexible pipe P that is to be buried in an upright manner on the concrete slab F, there is a stand member 1 fixed to the surface of the temporary frame panel W, and a stand member 1 that is erected and can be detachably attached. A bar member 11 to be supported and a tying wire material 15 for tying and supporting the flexible tube P to the bar member 11 are used.
スタンド部材1は、高さを通常は40mm程度とし
た合成樹脂にて形成されており、仮枠パネルW面
に止着可能なベース体2に筒状の立脚連結部9を
形成したものである。具体的には第1図乃至第3
図に示すように、下方が開口された断面略溝形状
の本体3の開口部両側に、仮枠パネルW面に打ち
込まれる仮止用釘Bを貫挿させる釘孔5が開穿さ
れている止着片4を翼設することで全体断面が略
ハツト形を呈するベース体2と成し、本体3の頂
壁部中央に有底筒状の立脚連結部9を貫設形成す
ると共に、立脚連結部9外周と本体3の左右壁部
との間に補強梁片6Aを連設させたものである。
そうすることで、本体3と立脚連結部9とが離反
するよう拡開状となることはなく、特に本体3の
左右側壁部自体が歪形することなく、打設される
コンクリート材の圧力、衝撃その他に充分耐え得
ると共に、仮枠パネルW脱型時において、本体3
の頂壁部がスラブFと一体化されていることでス
タンド部材1自体の抜脱を阻止できる。 The stand member 1 is made of synthetic resin and usually has a height of about 40 mm, and has a cylindrical stand connection part 9 formed on a base body 2 that can be fixed to the surface of the temporary frame panel W. . Specifically, Figures 1 to 3
As shown in the figure, nail holes 5 are drilled on both sides of the opening of the main body 3, which has a generally groove-shaped cross section and is open at the bottom, through which temporary fixing nails B to be driven into the surface of the temporary frame panel W are inserted. By providing the fastening pieces 4 with wings, the base body 2 has a generally hat-shaped overall cross section, and a bottomed cylindrical standing leg connecting part 9 is formed through the center of the top wall of the main body 3, and the standing leg A reinforcing beam piece 6A is continuously provided between the outer periphery of the connecting portion 9 and the left and right wall portions of the main body 3.
By doing so, the main body 3 and the pedestal connecting portion 9 do not become separated from each other, and in particular, the left and right side walls of the main body 3 do not become distorted, and the pressure of the concrete material to be poured is prevented. It can withstand shock and other impacts sufficiently, and when removing the temporary frame panel W, the main body 3
Since the top wall portion of the stand member 1 is integrated with the slab F, it is possible to prevent the stand member 1 itself from coming off.
なお、第5図に示すように、止着片4の補強を
図るべく止着片4と本体3の左右壁部との間でそ
の外側面に三角形状の補強リブ6Cを突設させる
もよく、更には、本体3の頂壁部の補強を図るべ
く本体3内においてその頂壁部及び立脚連結部9
それぞれから連続させて補強梁片6Bを突設させ
るもよいものである。 In addition, as shown in FIG. 5, triangular reinforcing ribs 6C may be provided protruding from the outer surface between the fastening piece 4 and the left and right walls of the main body 3 in order to reinforce the fastening piece 4. Furthermore, in order to reinforce the top wall portion of the main body 3, the top wall portion and the standing leg connecting portion 9 are installed inside the main body 3.
It is also good to make the reinforcing beam pieces 6B protrude continuously from each of them.
また、第6図に示すように、釘孔5が周縁部に
開穿された円盤状のベース体2の中央に筒状の立
脚連結部9を立設すると共に、立脚連結部9周囲
に例えば三角形状の補強翼7をベース体2と連続
させた状態で翼設し、この補強翼7に連続させ
て、あるいは連続させずに、上方へ至るに伴ない
次第に広幅となる略三角形状の抜脱防止翼8を翼
設させたものでもよい。これによれば、補強翼7
によつてベース体2と立脚連結部9との確実な一
体化を図ると同時に歪形を防止し、また、仮枠パ
ネルW脱型時において、抜脱防止翼8がスラブF
と一体化されていることでスタンド部材1自体の
抜脱を阻止するものとなる。 Further, as shown in FIG. 6, a cylindrical erected leg connecting part 9 is erected in the center of the disc-shaped base body 2 with nail holes 5 drilled in the peripheral edge, and around the erected leg connecting part 9, for example. A triangular reinforcing wing 7 is installed in a state where it is continuous with the base body 2, and a substantially triangular cutout whose width gradually becomes wider as it reaches upward is provided, either continuous with the reinforcing wing 7 or not. It may also be provided with escape prevention blades 8. According to this, the reinforced wing 7
This ensures reliable integration of the base body 2 and the upright connecting part 9, and at the same time prevents deformation. Also, when removing the temporary frame panel W, the removal prevention wing 8 prevents the slab F.
By being integrated with the stand member 1, it is possible to prevent the stand member 1 itself from being removed.
図示にあつての立脚連結部9は、その内周面に
深さ方向に沿つて複数の調整突条10を隆成して
あり、この調整突条10は、立脚連結部9内に嵌
入される前記バー部材11の径に若干の誤差があ
つても、そのがたつきを防止するのに役立ち、バ
ー部材11の確実な立脚状態の維持を図る。 The illustrated standing leg connecting portion 9 has a plurality of adjustment protrusions 10 raised along the depth direction on its inner circumferential surface, and the adjusting protrusions 10 are fitted into the upstanding leg connecting portion 9. Even if there is a slight error in the diameter of the bar member 11, it is useful to prevent rattling, thereby ensuring that the bar member 11 is maintained in a standing state.
また、前記釘孔5は、長く形成した長孔状の直
接部5A、これ5Aに直交して釘B柱部分が収容
される釘収容部5Bから平面略T字形を呈するも
のとしてある。これがため、仮枠パネルWに釘B
を打ち込むに際し、釘収容部5B内に位置させて
おくことにより、仮枠パネルWの脱型後におい
て、釘Bの頭部が釘孔5周縁のベース体2面部位
に係止されることで残置されるも、ペンチ、プラ
イヤー等の工具にて釘B先端がわを挟持し、その
頭部を連結部5Aに位置せしめるよう強制傾動さ
せることで釘孔5から抜去でき、その後の各種作
業を実施する際の安全性を図ることができる。 Further, the nail hole 5 has a substantially T-shape in plan view, including a direct portion 5A formed in the form of a long hole, and a nail accommodating portion 5B perpendicular to the direct portion 5A in which the nail B pillar portion is accommodated. Because of this, the nail B is attached to the temporary frame panel W.
By placing the nail B in the nail accommodating portion 5B when driving the nail B, after the temporary frame panel W is demolded, the head of the nail B is locked to the area on the second side of the base body around the nail hole 5. Although the nail is left behind, it can be removed from the nail hole 5 by holding the tip of the nail B with a tool such as pliers or pliers and forcibly tilting the nail B so that its head is positioned in the connecting part 5A, and various subsequent operations can be done. Safety can be ensured during implementation.
このようなスタンド部材1に立脚状で着脱自在
に支持されるバー部材11は、スタンド部材1の
立脚連結部9内に、望ましくは強制的に嵌合され
る適宜径の杆材にて形成される。図示にあつての
バー部材11は、コンクリートスラブF厚さより
長くした直線状の立ち上げ部12と、この立ち上
げ部12の上端から水平方向に折曲延設した水平
係合部13とから略L字形に形成されており、可
撓管Pを立ち上げた状態でのスラブF内への埋設
支持後にあつて、水平係合部13を利用して、こ
れ13に適宜係合させて上方へ強制抜去させるの
に便なるようにしてある。 The bar member 11 that is detachably supported in the form of a standing leg of the stand member 1 is preferably formed of a rod material of an appropriate diameter that is forcefully fitted into the standing leg connecting portion 9 of the stand member 1. Ru. The illustrated bar member 11 consists of a straight raised part 12 that is longer than the thickness of the concrete slab F, and a horizontal engagement part 13 that is bent and extended horizontally from the upper end of this raised part 12. It is formed in an L-shape, and after the flexible tube P is buried and supported in the slab F in an upright state, it is appropriately engaged with the horizontal engaging portion 13 and moved upward. It is designed to be convenient for forced removal.
また、可撓管Pをバー部材11に縛結支持させ
る縛結線材15は、適宜径の紐あるいは針金の如
き番線材にて形成され、第2図に示すように、ス
ラブF上で可撓管Pをバー部材11に縛結させる
も、図示を省略したがスラブF内で縛結させるも
現場の状況に応じて任意に設定し得るものとして
ある。 Further, the tying wire material 15 for tying and supporting the flexible tube P to the bar member 11 is formed of a wire material such as a string or wire of an appropriate diameter, and is flexibly placed on the slab F as shown in FIG. Whether the pipe P is tied to the bar member 11 or within the slab F (not shown) can be arbitrarily set depending on the situation at the site.
この考案は上述のように構成されており、次に
これが使用を説明すると、既定の設計に従い電線
管の如き可撓管Pを立ち上げすべき位置におい
て、枠組された仮枠パネルW面にベース体2にて
スタンド部材1を止着セツトすると共に、その立
脚連結部9にバー部材11を立脚状に嵌合させて
おき、前記可撓管Pを立ち上げ状に折曲させてそ
の立ち上げ部分をバー部材11に沿わせ、縛結線
材15にて一体的に縛結支持させるものである。
次いで、第2図に示すように、コンクリート材を
打設し、凝固させることでコンクリートスラブF
となし、然る後、縛結線材15を除去し、第4図
に示すように、バー部材11のみを適宜手段によ
つて抜去すればよい。なお、コンクリート材の打
設時において、可撓管P内へのコンクリート材の
侵入防止を図るキヤツプCを可撓管P開口に施蓋
しておくとよい。 This device is constructed as described above. Next, to explain its use, a base is placed on the surface of the framed temporary frame panel W at a position where a flexible pipe P such as a conduit pipe is to be launched according to a predetermined design. At the same time, the stand member 1 is fixedly set on the body 2, and the bar member 11 is fitted into the stand leg connecting portion 9 in a stand-up shape, and the flexible tube P is bent into a stand-up shape. The portion is placed along the bar member 11 and is tied and supported integrally with a tie and tie material 15.
Next, as shown in Figure 2, concrete material is poured and solidified to form a concrete slab F.
Thereafter, the binding wire material 15 is removed, and only the bar member 11 is removed by appropriate means, as shown in FIG. In addition, it is preferable to cover the opening of the flexible pipe P with a cap C to prevent the concrete material from entering into the flexible pipe P during pouring of the concrete material.
[考案の効果]
したがつて、立ち上げ支持すべき可撓管Pは、
仮枠パネルW上にスタンド部材1を介して立脚状
に嵌合支持されたバー部材11によつて直立状に
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縛結
線材15が可撓管Pをバー部材11にしつかりと
一体的に連結させていることでその倒伏を阻止
し、どのような方向からの外力でもこれに耐え、
立ち上げ状態を確実に維持できる。[Effect of the invention] Therefore, the flexible pipe P that should be stood up and supported is
Although the flexible tube P is maintained upright by the bar member 11 fitted and supported on the temporary frame panel W via the stand member 1 in the form of a standing leg, and is supported from the outside of the flexible tube P, the flexible tube The binding wire 15 prevents the flexible tube P from falling down by integrally connecting the flexible tube P to the bar member 11, and prevents the rectification of the flexible tube P into a straight line. endure,
The startup state can be maintained reliably.
スタンド部材1自体は補強梁片6A,6Bを有
して仮枠パネルW面上に止着可能なベース体2
に、筒状でその内周面に深さ方向に沿つて複数の
調整突条10を隆成した立脚連結部9を形成して
あるから、仮枠パネルW面にはしつかりと止着セ
ツトされるものであり、そのため、立脚連結部9
に嵌合立脚させたバー部材11及びこれ11に縛
結される可撓管Pは、打設時に生じるコンクリー
ト部材の圧力、衝撃その他によつて倒伏したり仮
枠パネルWから離反したりすることもなく、安定
した状態でこれら11,Pを支持できる。勿論、
ベース体自体も補強梁片6A,6Bを有している
ことから、コンクリートの打設時にその前後左右
から大きな圧力が加えられても変形することがな
く、可撓管Pをバー部材11によつてしつかりと
立ち上げておくことができる。 The stand member 1 itself has reinforcing beam pieces 6A and 6B and has a base body 2 that can be fixed on the surface of the temporary frame panel W.
In addition, since the upright connecting part 9 is formed in a cylindrical shape and has a plurality of adjustment protrusions 10 raised along the depth direction on its inner circumferential surface, it can be firmly fixed and set on the surface of the temporary frame panel W. Therefore, the stance leg connection part 9
The bar member 11 fitted and erected on the bar member 11 and the flexible pipe P tied to the bar member 11 may collapse or separate from the temporary frame panel W due to pressure, impact, etc. of the concrete member generated during pouring. Therefore, these 11,P can be supported in a stable state. Of course,
Since the base body itself also has the reinforcing beam pieces 6A and 6B, it will not deform even if large pressure is applied from the front, back, left, and right sides during concrete pouring, and the flexible tube P can be attached to the bar member 11. You can keep it up and running steadily.
また、バー部材11はスタンド部材1の立脚連
結部9に着脱自在に嵌合されて立脚状に支持され
るも、立脚連結部9自体は前述の如く筒状でその
内周面に深さ方向に沿つて複数の調整突条10を
隆成していることから、一端バー部材11をスタ
ンド部材1の立脚連結部9に嵌合したときには、
バー部材11が立脚連結部9から簡単に外れるこ
とはなく、可撓管Pをバー部材11によつてしつ
かりと立ち上げておくことができる。 Further, the bar member 11 is removably fitted into the upright leg connecting portion 9 of the stand member 1 and is supported in the form of an upright leg, but the upstanding leg connecting portion 9 itself is cylindrical as described above and has a depth direction on its inner circumferential surface. Since the plurality of adjustment protrusions 10 are raised along the ridges, when the one end bar member 11 is fitted to the upright leg connecting portion 9 of the stand member 1,
The bar member 11 does not easily come off from the erected leg connecting portion 9, and the flexible tube P can be firmly raised by the bar member 11.
更に、スタンド部材1は小形に形成できるか
ら、スラブF内に埋設される通常のインサート具
Tと同程度の大きさとすることができ、スラブ筋
Sの配筋前に止着するも、また、そのまま埋込残
置されるも邪魔になることがないと共にスラブ筋
Sの配筋前にスミ出しを行なつた時点でスタンド
部材1を仮枠パネルWに止着セツトできることで
配筋後での止着作業がないことと相俟ち、作業時
間を短縮することも可能である。 Furthermore, since the stand member 1 can be formed into a small size, it can be made to be about the same size as a normal insert tool T buried in the slab F, and it can be fixed before the reinforcement of the slab reinforcement S. Even if it is left embedded as it is, it does not get in the way, and the stand member 1 can be fixedly set on the temporary frame panel W after removing the smudges before arranging the slab reinforcements. Coupled with the fact that there is no need to put on clothes, it is also possible to shorten the working time.
以上説明したようにこの考案によれば、床スラ
ブその他に埋設される電線管の如き可撓管をスラ
ブ上に立ち上げ状に仮止支持したおき、コンクリ
ート材の打設時における倒伏を確実に防止でき、
しかも、仮止支持するときでのスタンド部材の仮
枠パネル面への止着セツト、スタンド部材へのバ
ー部材の立脚状の嵌合連結、バー部材への縛結線
材による可撓管の縛結支持等のいずれの作業も面
倒がなく簡単に行なえることから作業を迅速に遂
行でき、また、使用後にあつてはバー部材を抜去
することで再使用も可能で便利であると共に、構
成簡単で安価に提供し得る等の実用上有益な効果
を奏するものである。 As explained above, according to this invention, flexible pipes such as electrical conduit pipes buried in floor slabs or other surfaces are temporarily supported in an upright manner on the slab, and are prevented from falling down when concrete material is poured. can be prevented,
In addition, when temporarily supporting the stand member, it is possible to fix the stand member to the temporary frame panel surface, fit and connect the bar member to the stand member in a erected form, and tie the flexible tube to the bar member with a tie wire material. Any work such as support can be done easily and without any trouble, so the work can be completed quickly.Also, after use, the bar member can be removed and reused, which is convenient, and the structure is simple. This has practical effects such as being able to be provided at low cost.
図面はこの考案の実施例を示すもので、第1図
は使用状態にあつての一部を省略した一部切欠分
解斜視図、第2図は埋設時にあつての断面図、第
3図はスタンド部材の横断面図、第4図はスラブ
構築後にあつてバー部材を抜去する際での一部省
略斜視図、第5図及び第6図それぞれはスタンド
部材の他例における斜視図である。
B……釘、C……キヤツプ、F……コンクリー
トスラブ、P……可撓管、S……スラブ筋、T…
…インサート具、W……仮枠パネル、1……スタ
ンド部材、2……ベース体、3……本体、4……
止着片、5……釘孔、5A……直線部、5B……
釘収納部、6A,6B……補強梁片、6C……補
強リブ、7……補強翼、8……抜脱防止翼、9…
…立脚連結部、10……調整突条、11……バー
部材、12……立ち上げ部、13……水平係合
部、15……縛結線材。
The drawings show an embodiment of this invention; Fig. 1 is an exploded perspective view with some parts omitted when in use, Fig. 2 is a sectional view when buried, and Fig. 3 is a partially cutaway exploded perspective view of the device in use. A cross-sectional view of the stand member, FIG. 4 is a partially omitted perspective view when the bar member is removed after slab construction, and FIGS. 5 and 6 are perspective views of other examples of the stand member. B...Nail, C...Cap, F...Concrete slab, P...Flexible pipe, S...Slab reinforcement, T...
...insert tool, W...temporary frame panel, 1...stand member, 2...base body, 3...main body, 4...
Fastening piece, 5... Nail hole, 5A... Straight part, 5B...
Nail storage section, 6A, 6B... Reinforcement beam piece, 6C... Reinforcement rib, 7... Reinforcement wing, 8... Pull-out prevention wing, 9...
. . . Standing leg connection portion, 10 . . . Adjustment protrusion, 11 . . . Bar member, 12 .
Claims (1)
ース体と、筒状でその内周面に深さ方向に沿つて
複数の調整突条を隆成した立脚連結部を形成する
スタンド部材と、立脚連結部に着脱自在に嵌合さ
れて立脚状に支持される適宜径の杆材製バー部材
と、コンクリートスラブに立ち上げ支持すべき可
撓管をバー部材に縛結する縛結線材とから構成し
たことを特徴とする可撓管立ち上げ用支持装置。 A base member that has a reinforcing beam piece and can be fixed to a temporary frame panel surface, and a stand member that is cylindrical and has a plurality of adjustment protrusions raised along the depth direction on its inner circumferential surface to form a standing leg connection part. , a bar member made of rod material of an appropriate diameter that is removably fitted into the erected leg connecting portion and supported in the form of an erected leg, and a tying wire material for tying the flexible pipe to be erected and supported on the concrete slab to the bar member. A support device for raising a flexible tube, characterized by comprising:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7938083U JPS59185310U (en) | 1983-05-26 | 1983-05-26 | Support device for setting up flexible pipes |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7938083U JPS59185310U (en) | 1983-05-26 | 1983-05-26 | Support device for setting up flexible pipes |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS59185310U JPS59185310U (en) | 1984-12-10 |
JPH0215105Y2 true JPH0215105Y2 (en) | 1990-04-24 |
Family
ID=30209386
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7938083U Granted JPS59185310U (en) | 1983-05-26 | 1983-05-26 | Support device for setting up flexible pipes |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59185310U (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0635065Y2 (en) * | 1988-11-15 | 1994-09-14 | 未来工業株式会社 | Construction tools for pipe startup piping |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5165300U (en) * | 1974-11-20 | 1976-05-22 | ||
JPS56102880U (en) * | 1980-01-08 | 1981-08-12 |
-
1983
- 1983-05-26 JP JP7938083U patent/JPS59185310U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS59185310U (en) | 1984-12-10 |
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