JPH0133723Y2 - - Google Patents

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Publication number
JPH0133723Y2
JPH0133723Y2 JP5973383U JP5973383U JPH0133723Y2 JP H0133723 Y2 JPH0133723 Y2 JP H0133723Y2 JP 5973383 U JP5973383 U JP 5973383U JP 5973383 U JP5973383 U JP 5973383U JP H0133723 Y2 JPH0133723 Y2 JP H0133723Y2
Authority
JP
Japan
Prior art keywords
flexible tube
raising
bent
support device
support
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
JP5973383U
Other languages
Japanese (ja)
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JPS59167151U (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
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Priority to JP5973383U priority Critical patent/JPS59167151U/en
Publication of JPS59167151U publication Critical patent/JPS59167151U/en
Application granted granted Critical
Publication of JPH0133723Y2 publication Critical patent/JPH0133723Y2/ja
Granted legal-status Critical Current

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  • Supports For Pipes And Cables (AREA)
  • Installation Of Indoor Wiring (AREA)

Description

【考案の詳細な説明】 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
立ち上げ用支持装置に関するものである。
[Detailed description of the invention] This invention relates to a support device for raising flexible pipes.
Mainly during building construction work, 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 the tube from falling to the left or right.

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げ状と成して仮止め支
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。ところが、立ち上げ状態とさせた電線
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
上げ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
ち上げ状の支持状態の維持は困難である。
Traditionally, when performing various types of wiring on concrete slabs during concrete building construction work,
Electrical conduits are raised up on the slab and temporarily supported, concrete material is placed, and the conduit is buried and fixed. However, since the electric conduit in the standing 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 is important to make sure that the conduit pipes can be aligned 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.

そこで、この考案はハ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げ支持すべき可撓管外周に当
接する支持奥壁、及びこの支持奥壁に連続して相
対峙している左右壁にて前方が開口された平面略
溝形状に折曲されていると共に、左右壁下端には
仮枠パネル面に止着させる止着片を折曲延設して
成る支持体と、折曲立ち上げた可撓管の曲がり部
分内がわに位置して左右壁上部に設けた装架部に
装架される固定維持杆とから構成したことに存
し、これにより、コンクリート材打設時にあつて
も倒伏せず、立ち上げ状態を確実に維持し、特に
立ち上げ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 supporting back wall that comes into contact with the outer periphery of the flexible pipe that is to be stood up on a concrete slab and supported, and The left and right walls that face the wall continuously are bent into a planar groove shape that is open at the front, and the lower ends of the left and right walls are bent with fastening pieces to be fixed to the temporary frame panel surface. It consists of an extending support body, and fixed maintenance rods that are mounted on the mounting parts provided on the upper left and right walls, located inside the bent part of the bent and raised flexible tube. As a result, even if the concrete material is placed, it will not collapse and will maintain its standing condition. In particular, it will surely prevent the concrete from collapsing to the left and right sides when it is set up, and it will also be able to be buried as it is. Even if it is left behind, it does not get in the way, and it has an extremely 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ある電線管で
あり、この可撓管P外にこの考案装置が装着セツ
トされるようになつている。
The symbol P shown in the figure is a flexible pipe 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 conduit made of synthetic resin, a spiral band, or even a double pipe structure if necessary, and this invented device is installed outside the flexible tube P. It's summery.

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 appropriate diameters 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
状に支持すべき可撓管P外周に当接する支持奥壁
2、及びこの支持奥壁2に連続して相対峙してい
る左右壁3にて前方が開口された平面略溝形状に
折曲されていると共に、左右壁3下端には仮枠パ
ネルW面に止着させる止着片6を折曲延設して成
る支持体1を形成する。この支持体1は、適宜肉
厚の鈑材を適宜裁断し、折曲することで得られ、
配線容量に応じて大小異径の2種の可撓管Pが通
常は使用されることから、少なくともその大径の
可撓管Pが収容される内法大きさを有する。ま
た、この支持体1は前方開口構造であるから、第
6図に示すように前部開口幅員を支持奥壁2幅員
に比し稍広くしておくことで他の支持体1を重ね
た状態で収納でき、梱包、運搬、保管に便なるも
のとなる。
Therefore, the front side is formed by the support back wall 2 that contacts the outer periphery of the flexible pipe P that is to be supported in an upright manner on the concrete slab F, and the left and right walls 3 that continuously face this support back wall 2. A support body 1 is formed by being bent into an open planar substantially groove shape and having fixing pieces 6 bent and extended at the lower ends of the left and right walls 3 to be fixed to the surface of the temporary frame panel W. This support 1 is obtained by appropriately cutting and bending a thick sheet material,
Since two types of flexible tubes P with different diameters are usually used depending on the wiring capacity, the inner diameter size is such that at least the large diameter flexible tube P can be accommodated. Also, since this support 1 has a front opening structure, the width of the front opening is made slightly wider than the width of the support back wall 2, as shown in FIG. 6, so that other supports 1 can be overlapped. This makes it convenient for packaging, transportation, and storage.

支持奥壁2は収容した可撓管Pにしつくり当接
するよう円弧形状、V字形状等に彎曲、折曲され
ており、その上端縁は外側方向に若干反り返えら
せることで可撓管P外周面に対しての損傷防止を
図る。4は支持奥壁2下部に切欠開設したコンク
リート材侵入口であり、仮枠パネルP面への止着
後にコンクリート材を打設するに際し、折曲状に
立ち上げた可撓管Pの曲がり部分直下へのコンク
リート材の流入を容易なものとし、その埋設状態
の安定性を図る。
The supporting back wall 2 is curved or bent in an arc shape, V-shape, etc. so as to be in contact with the accommodated flexible tube P, and its upper end edge is slightly bent outward so that the flexible tube P To prevent damage to the outer peripheral surface. 4 is a concrete material entry hole made in the lower part of the supporting back wall 2, and is a bent part of the flexible pipe P that is bent in a bent shape when concrete material is poured after being fixed to the temporary frame panel P surface. The purpose is to make it easier for concrete to flow directly underneath, and to ensure stability in the buried state.

左右壁3は収容する可撓管P径より大きい前後
方向での長さを有し、収容した可撓管Pが大径で
あつてもそれを支持する後述の固定維持杆11を
装架させるための装架部5が前部がわに形成され
るものとしてある。また、コンクリートスラブF
を構築すべく適宜枠組される前記仮枠パネルW面
に止着させるための止着片6が左右壁3下端に折
曲延設されており、この止着片6が仮枠パネルW
面に止着されることで支持体1自体の直立状態が
維持される。
The left and right walls 3 have a length in the front-rear direction that is larger than the diameter of the flexible tube P to be accommodated, and are equipped with fixed maintenance rods 11, which will be described later, to support the accommodated flexible tube P even if it has a large diameter. A mounting section 5 is formed along the front side. Also, concrete slab F
A fastening piece 6 is bent and extended at the lower end of the left and right walls 3 to be fastened to the surface of the temporary frame panel W which is appropriately framed in order to construct a temporary frame panel W.
By being fixed to the surface, the upright state of the support 1 itself is maintained.

図示にあつての止着片6には、仮枠パネルWへ
釘13止めさせるために釘孔7が開穿されてお
り、釘孔13自体は、左右壁3の前後方向に沿つ
て長く形成した直線部8、これ8に直交する釘収
容部9から平面略T字形を呈し、その釘収容部9
を内がわに位置させて左右対称に配置してある。
そうすることで、支持体1内に収容した可撓管
P、更には打設されるコンクリート材の圧力、支
持体1自体が備えている拡開力にて左右壁3が相
互に拡開せんとしても、打着した釘13が釘収納
容部9内に収嵌され、必要以上の左右壁3の拡開
を阻止し、取付安定性を増大させる。そればかり
でなく、仮枠パネルWの脱型後においての釘13
は、その頭部分が釘孔7周縁の止着片6部位に係
止されることで残置されるも、第5図に示すよう
に、ペンチ、プライヤー等の工具にて釘13先端
がわを挾持し、その頭部を直線部8に位置せしめ
るように強制傾動させることで釘孔7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。
A nail hole 7 is drilled in the fastening piece 6 shown in the figure in order to fix the nail 13 to the temporary frame panel W, and the nail hole 13 itself is formed long along the front and back direction of the left and right walls 3. The nail accommodating portion 9 is approximately T-shaped in plan view, and the nail accommodating portion 9
are located inside and arranged symmetrically.
By doing so, the left and right walls 3 do not expand relative to each other due to the pressure of the flexible pipe P housed in the support 1, the pressure of the concrete material being placed, and the expansion force of the support 1 itself. Even if the nail 13 is driven in, the nail 13 is housed in the nail storage portion 9, preventing the left and right walls 3 from expanding more than necessary, and increasing the installation stability. Not only that, but also the nails 13 after demolding the temporary frame panel W.
Although the head portion of the nail 13 is retained by the 6 fixing pieces around the edge of the nail hole 7, the tip of the nail 13 is removed using a tool such as pliers or pliers, as shown in Fig. 5. By holding the nail and forcibly tilting it so that its head is positioned on the straight part 8, it can be removed from the nail hole 7, and safety can be ensured when performing various subsequent operations.

なお、図示の如く、止着片6においての釘孔7
部分周囲を窪ませて段差状に凹所10を形成する
こともでき、この凹所10によつて、仮枠パネル
P脱型後において下方から見た場合での釘孔7周
囲の体裁を良好なものとすることができる。ま
た、この凹所10を形成せずに、止着片6全面が
仮枠パネルWにしつくりと当接するよう平坦面と
なすことで、仮枠パネルW面への止着安定性を向
上させることができる。
In addition, as shown in the figure, the nail hole 7 in the fastening piece 6
It is also possible to form a step-like recess 10 by recessing the circumference of the part, and this recess 10 improves the appearance of the area around the nail hole 7 when viewed from below after demolding the temporary frame panel P. It can be made into something. Moreover, by not forming this recess 10 and making the entire surface of the fastening piece 6 a flat surface so that it comes into contact with the structure of the temporary frame panel W, the stability of fastening to the surface of the temporary frame panel W can be improved. I can do it.

一方、折曲立ち上げた可撓管Pの支持体1内か
らの抜脱を阻止し、これPを固定支持する前記固
定維持杆11は、折曲立ち上げた可撓管Pの曲が
り部分内がわに位置して左右壁3上部に設けた装
架部5に装架されるもので、適宜径の杆材にて形
成されている。そして、装架後にあつて長さ方向
に移動することで抜脱されることがないように両
端はL字形に折曲されたり(第3図参照)、釘頭
の如き盤状に加工されたり(第1図参照)、等適
宜な抜脱防止部12が形成される。
On the other hand, the fixed maintenance rod 11 that prevents the bent and raised flexible tube P from coming out of the support body 1 and fixedly supports the bent flexible tube P is located inside the bent portion of the bent and raised flexible tube P. It is mounted on a mounting part 5 provided at the upper part of the left and right walls 3, and is made of rod material with an appropriate diameter. After mounting, both ends are bent into an L-shape (see Figure 3) or processed into a disc shape like a nail head, so that they will not come off when moved in the length direction. (See FIG. 1), etc., and other appropriate removal prevention portions 12 are formed.

装架部5自体は、左右壁3の前後に複数にして
設けられており、大小異径の可撓管P夫々に対応
した位置に設定されることで、異径の可撓管P
夫々をしつくりとがたつかせずに固定維持でき
る。
The mounting section 5 itself is provided in a plurality at the front and rear of the left and right walls 3, and is set at a position corresponding to each of the flexible tubes P of different sizes, so that the flexible tubes P of different diameters can be connected to each other.
Each can be firmly fixed without wobbling.

しかして、第1図及び第2図にあつての装架部
5は左右壁3上端において外部と連通した切欠溝
状としてあり、これによれば、抜脱防止部12が
両端に予じめ形成されている固定維持杆11を直
接に装架部5に嵌合装架させることができる。こ
のとき、図示のように、側面からみて傾斜したく
字形となすことで、固定維持杆11の抜脱を防止
するのに効果がある。
According to this, the mounting portion 5 in FIGS. 1 and 2 has a notched groove shape communicating with the outside at the upper ends of the left and right walls 3, and according to this, the removal prevention portions 12 are preliminarily provided at both ends. The fixed maintenance rod 11 thus formed can be directly fitted and mounted on the mounting section 5. At this time, as shown in the figure, forming the retaining rod 11 in an inclined dogleg shape when viewed from the side is effective in preventing the fixing rod 11 from coming off.

第3図にあつての装架部5は固定維持杆11を
貫挿させる孔状としてあり、これによれば、抜脱
防止部12が一端に予じめ形成されている固定維
持杆11を他端がわから順次挿入し、然る後他端
を折曲すればよく、固定維持杆11自体は一旦装
架されると全く抜脱されることはなくなり、打設
されるコンクリート材の圧力、衝撃等によつても
がたつかず、装架安定性は極めて大きいものとな
る。
The mounting part 5 in FIG. 3 has a hole shape into which the fixing and maintaining rod 11 is inserted. All you need to do is to insert the other end one after another, and then bend the other end. Once the fixed maintenance rod 11 is installed, it will not be removed at all, and the pressure of the concrete material to be poured, It does not wobble even when subjected to impacts, and the mounting stability is extremely high.

また、必要に応じ、装架部5の周囲にビード状
の補強手段を形成することで、溝形状、孔状のそ
れ5に装架させた固定維持杆11によつても歪形
せず、ひいては可撓管Pの安定した支持を図り得
る。
In addition, by forming a bead-shaped reinforcing means around the mounting part 5 as necessary, the fixing maintenance rod 11 mounted in the groove-shaped or hole-shaped part 5 can be prevented from being distorted. As a result, the flexible tube P can be stably supported.

この考案は上述のように構成されており、次に
これが使用例を説明すると、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面に止着片6にて止
着セツトすると共に、立ち上げ状に折曲させた可
撓管Pの曲がり部分を支持体1内に収容し、可撓
管P径に対応したその曲がり部分内がわに位置し
た装架部5にて固定維持杆11を装架し、然る
後、コンクリート材を打設することでコンクリー
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、大小異径の可撓管P夫々に各別対
応できるよう二重管構造となつているキヤツプ体
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 to explain an example of its use, when a flexible pipe P such as a conduit pipe is to be set up according to a predetermined design, it is placed on the surface of the framed temporary frame panel W. At the same time, the bent portion of the flexible tube P bent in an upright manner is accommodated in the support 1, and the inside of the bent portion corresponding to the diameter of the flexible tube P is secured. A fixed maintenance rod 11 is mounted on the mounting section 5 located at , and a concrete slab F is then formed by pouring concrete material. At this time, if necessary, a standing maintenance rod 21 bent into an L-shape is inserted from the opening of the flexible tube P, so that a double-tube structure is created so that it can accommodate flexible tubes P of different sizes and diameters. It is sufficient to cover the opening of the flexible tube P with the cap body 20.
It maintains itself upright and reliably prevents the tube from entering into the flexible tube P.

したがつて、立ち上げ支持すべき可撓管Pは、
前方開放構造の平面略溝形の支持体1内で収容支
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奥壁2がこれを支えてそ
の倒伏を阻止し、また左右方向へは左右壁3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、立ち上げ状態を確実に維持できる。
Therefore, the flexible tube P to be supported in the standing position is
The flexible tube P is maintained in an upright state by being accommodated and supported within the planar substantially groove-shaped support body 1 having a front-open structure.Furthermore, although the flexible tube P is supported from the outside, the flexible tube P does not straighten. The support back wall 2 supports the restoring force and prevents it from falling down, and the left and right walls 3 support it in the left and right direction, so it can withstand external force from any direction and ensures the standing state. can be maintained.

支持体1自体は、可撓管P外周に当接する支持
奥壁2、及びこの支持奥壁2に連続して相対峙し
ている左右壁3にて前方が開口された平面略溝形
状に折曲されているから、その内部にて前方から
挿入することで可撓管Pを支持することとなり、
特にその左右側方への倒伏は、左右壁3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。
The support body 1 itself is folded into a planar substantially groove shape with a front end opened at a support back wall 2 that abuts the outer periphery of the flexible tube P, and left and right walls 3 that continuously face the support back wall 2. Since it is bent, the flexible tube P can be supported by inserting it from the front inside the tube.
In particular, when it is lowered to the left and right sides, it is supported by the left and right walls 3, and for example, it is possible to more completely maintain the upright position, which is difficult to do with only the internal stand-up maintenance rod 21.

左右壁3下端に折曲延設した止着片6は、仮枠
パネルW面に釘等にて止着されることで支持体1
自体の確実な止着を図ると共に、一旦止着される
と支持体1の拡開を阻止するものとなり、打設さ
れるコンクリート材の圧力、衝撃その他によつて
も可撓管Pの直立維持状態が損なわれることもな
い。
The fastening pieces 6 bent and extended at the lower ends of the left and right walls 3 are fastened to the surface of the temporary frame panel W with nails etc.
In addition to ensuring reliable attachment of the flexible tube P, it also prevents the support 1 from expanding once it is attached, and maintains the flexible tube P upright even under the pressure of the concrete being placed, impact, etc. The condition is not impaired.

支持体1における左右壁3上部に設けた装架部
5に装架される固定維持杆11は、折曲立ち上げ
た可撓管Pの曲がり部分内がわに位置するから、
打設されるコンクリート材によつて可撓管Pが支
持体1の開口がわへ移動せんとするもそれを確実
に阻止し、支持体1からの抜脱を防止する。
The fixed maintenance rod 11 mounted on the mounting part 5 provided on the upper part of the left and right walls 3 of the support body 1 is located inside the bent part of the bent and raised flexible tube P.
Even if the flexible pipe P tries to move to the side of the opening of the support 1 due to the concrete material being cast, this is surely prevented and the removal from the support 1 is prevented.

更に、支持体1は適宜肉厚の鈑材等にてプレス
成型でき、固定維持杆11は適宜径の1本の杆材
にて形成できるから、安価に構成でき、仮枠パネ
ルWに取付けられた状態でコンクリート材が打設
され、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
装置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、埋設時に支持体1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, the support body 1 can be press-molded from sheet material with an appropriate thickness, and the fixed maintenance rod 11 can be formed from a single rod material with an appropriate diameter, so it can be constructed at low cost and can be attached to the temporary frame panel W. Even if concrete is poured and buried under the same condition, the economic burden will be small. Furthermore, when burying the device, the ideal usage condition is to bury the entire device, but even if the upper half of the support 1 is exposed during burying, it must be cut off at the end of the burying process. Since it is easy to remove, it does not become a nuisance.

【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
は使用状態での分解斜視図、第2図は埋設状態を
表わす縦断面図、第3図は他の実施例における分
解斜視図、第4図は止着用の釘によつて止着した
ときでの止着片における縦断面図、第5図は仮枠
パネル脱型後における釘の抜去を表わす下方から
みた斜視図、第6図は支持体の保管時における平
面図である。 F……コンクリートスラブ、P……可撓管、S
……スラブ筋、W……仮枠パネル、1……支持
体、2……支持奥壁、3……左右壁、4……コン
クリート材侵入口、5……装架部、6……止着
片、7……釘孔、8……直線部、9……釘収容
部、10……凹所、11……固定維持杆、12…
…抜脱防止部、13……釘、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 an exploded perspective view of the device in use, FIG. 2 is a vertical sectional view showing the buried state, and FIG. 3 is an exploded perspective view of another embodiment. Figure 4 is a longitudinal sectional view of the fastening piece when it is fastened with a fastening nail, Figure 5 is a perspective view from below showing the removal of the nail after demolding the temporary frame panel, and Figure 6 is a FIG. 3 is a plan view of the support during storage. F...Concrete slab, P...Flexible pipe, S
... Slab reinforcement, W ... Temporary frame panel, 1 ... Support body, 2 ... Support back wall, 3 ... Left and right walls, 4 ... Concrete material entrance, 5 ... Mounting section, 6 ... Stop Piece, 7... Nail hole, 8... Straight portion, 9... Nail accommodating part, 10... Recess, 11... Fixed maintenance rod, 12...
... Pull-out prevention part, 13 ... Nail, 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げ支持すべき
可撓管外周に当接する支持奥壁、及びこの支持
奥壁に連続して相対峙している左右壁にて前方
が開口された平面略溝形状に折曲されていると
共に、左右壁下端には仮枠パネル面に止着させ
る止着片を折曲延設して成る支持体と、折曲立
ち上げた可撓管の曲がり部分内がわに位置して
左右壁上部に設けた装架部に装架される固定維
持杆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。 2 装架部を前後に複数にして設けた実用新案登
録請求の範囲第1項記載の可撓管立ち上げ用支
持装置。 3 装架部は左右壁上端において外部と連通した
切欠溝状とし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げ用支持装
置。 4 装架部は固定維持杆を貫挿させる孔状とした
実用新案登録請求の範囲第1項または第2項記
載の可撓管立ち上げ用支持装置。 5 止着片には平面略T字形の釘孔を開穿し、そ
の釘収容部を内がわに位置させて左右対称に配
置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げ用支持装
置。 6 支持奥壁下部にコンクリート材侵入口を切欠
開設した実用新案登録請求の範囲第1項ないし
第5項のいずれか記載の可撓管立ち上げ用支持
装置。
[Scope of Claim for Utility Model Registration] 1. A supporting back wall that stands up on a concrete slab and comes into contact with the outer periphery of a flexible tube to be supported, and a left and right wall that continuously faces this supporting back wall and is open at the front. The support body is bent into a substantially groove shape in plan view, and has fixing pieces bent and extended at the lower ends of the left and right walls to be fixed to the temporary frame panel surface, and a flexible tube that is bent and raised up. 1. A support device for raising a flexible tube, comprising a fixed maintenance rod mounted on a mounting section provided at the upper part of the left and right walls and located inside the curved portion of the flexible pipe. 2. A support device for raising a flexible tube according to claim 1, which is provided with a plurality of mounting portions in the front and rear. 3. The support device for raising a flexible tube according to claim 1 or 2, wherein the mounting portion is in the form of a cutout groove communicating with the outside at the upper ends of the left and right walls. 4. A support device for raising a flexible pipe according to claim 1 or 2 of the utility model registration claim, in which the mounting portion has a hole shape through which a fixed maintenance rod is inserted. 5. Any one of claims 1 to 4 of the claims for utility model registration, in which the fastening piece has a generally T-shaped nail hole in plan view, and the nail accommodating portion is located inside and arranged symmetrically. The support device for raising a flexible tube as described in . 6. A support device for raising a flexible pipe according to any one of claims 1 to 5 of the utility model registration claim, in which a concrete material entrance is cut out in the lower part of the support back wall.
JP5973383U 1983-04-21 1983-04-21 Support device for setting up flexible pipes Granted JPS59167151U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5973383U JPS59167151U (en) 1983-04-21 1983-04-21 Support device for setting up flexible pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5973383U JPS59167151U (en) 1983-04-21 1983-04-21 Support device for setting up flexible pipes

Publications (2)

Publication Number Publication Date
JPS59167151U JPS59167151U (en) 1984-11-09
JPH0133723Y2 true JPH0133723Y2 (en) 1989-10-13

Family

ID=30189981

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5973383U Granted JPS59167151U (en) 1983-04-21 1983-04-21 Support device for setting up flexible pipes

Country Status (1)

Country Link
JP (1) JPS59167151U (en)

Also Published As

Publication number Publication date
JPS59167151U (en) 1984-11-09

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