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JPH071439Y2 - Concrete formwork support pipe for construction or civil engineering - Google Patents

Concrete formwork support pipe for construction or civil engineering

Info

Publication number
JPH071439Y2
JPH071439Y2 JP1989046788U JP4678889U JPH071439Y2 JP H071439 Y2 JPH071439 Y2 JP H071439Y2 JP 1989046788 U JP1989046788 U JP 1989046788U JP 4678889 U JP4678889 U JP 4678889U JP H071439 Y2 JPH071439 Y2 JP H071439Y2
Authority
JP
Japan
Prior art keywords
support pipe
construction
civil engineering
concrete formwork
stopper
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 - Lifetime
Application number
JP1989046788U
Other languages
Japanese (ja)
Other versions
JPH02137447U (en
Inventor
達美 岩田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ube Exsymo Co Ltd
Original Assignee
Ube Nitto Kasei Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ube Nitto Kasei Co Ltd filed Critical Ube Nitto Kasei Co Ltd
Priority to JP1989046788U priority Critical patent/JPH071439Y2/en
Publication of JPH02137447U publication Critical patent/JPH02137447U/ja
Application granted granted Critical
Publication of JPH071439Y2 publication Critical patent/JPH071439Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、繊維強化プラスチック製の建設又は土木工事
用コンクリート型枠支持管に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a concrete formwork support pipe made of fiber reinforced plastic for construction or civil engineering.

〔従来の技術とその欠点〕 建設または土木工事においてコンクリートを打設する
際、コンクリート型枠の組立はバタ材と呼ばれる支持管
によって行われる。この支持管としては、鉄製およびア
ルミ製のものが一般に使用されているが、鉄製のものは
重量が重く、かつ水等による腐食が発生するという欠点
があり、またアルミ製のものはコンクリートが付着しや
すいという欠点がある。そのため最近、繊維強化プラス
チック製のものが使用されるようになって来た。
[Prior art and its drawbacks] When placing concrete in construction or civil engineering, the concrete formwork is assembled by a support pipe called a flap material. As this support pipe, iron and aluminum pipes are generally used, but iron pipes have the drawback of being heavy and corroded by water, etc. It has the drawback of being easy to do. Therefore, recently, those made of fiber reinforced plastic have come to be used.

このプラスチック製支持管は、軽量で、腐食しにくく、
コンクリートが付着しにくいという利点のほかに、ガラ
ス繊維等の補強繊維で補強されているため、所定の機械
的強度を有するという利点がある。
This plastic support tube is lightweight, resistant to corrosion,
In addition to the advantage that concrete is unlikely to adhere, it has the advantage of having a predetermined mechanical strength because it is reinforced with reinforcing fibers such as glass fibers.

しかし、上記繊維強化プラスチック製支持管は、端部が
切りっぱなしにされて開放しているため、端部開口から
コンクリートが侵入して固化し、非常に重くなるという
欠点があった。また、水の覆い場所での使用では支持管
内に水が入り、取扱い時に中から水が流れ出て、取扱い
の妨げになっていた。更に、支持管端部が損傷したり、
割れを生じることがあった。
However, the above-mentioned fiber-reinforced plastic support tube has a drawback in that the end portion is cut off and opened, so that concrete penetrates through the end opening and solidifies to become very heavy. Further, when used in a place where water is covered, water enters the inside of the support pipe, and water flows out from the inside during handling, which hinders handling. In addition, the end of the support tube may be damaged,
It may have cracked.

〔考案の課題〕[Challenges for devising]

本考案の課題は、従来の繊維強化プラスチック製の建設
又は土木工事用コンクリート型枠支持管の欠点を解消
し、コンクリートや水が管内部に侵入せず、管端部の損
傷や割れが生じない、繊維強化プラスチック製の建設又
は土木工事用コンクリート型枠支持管を提供することに
ある。
The object of the present invention is to solve the drawbacks of the conventional concrete formwork support pipe made of fiber reinforced plastics for construction or civil engineering work, concrete and water do not enter the inside of the pipe, and the pipe end is not damaged or cracked. , To provide a concrete formwork support pipe made of fiber reinforced plastic for construction or civil engineering work.

〔課題を解決するための手段〕[Means for Solving the Problems]

本考案は上記課題を達成するためになされたものであ
り、本考案による繊維強化プラスチック製の建設又は土
木工事用コンクリート型枠支持管は、支持管の端部開口
がプラスチック製密栓によって閉塞され、この密栓が、
支持管端部に緊密に嵌め込まれて接着される嵌め込み部
と、この嵌め込み部の外側端部に一体成形されたフラン
ジ部とを有し、密栓の外側端部に、支持管の方へ窪んだ
凹部が形成され、この凹部の外周面がテーパをなしてい
ることを特徴とする。
The present invention has been made to achieve the above object, and a concrete formwork support pipe made of fiber reinforced plastic for construction or civil engineering according to the present invention has an end opening of the support pipe closed by a plastic stopper. This stopper
It has a fitting portion that is tightly fitted and adhered to the end portion of the support tube, and a flange portion that is integrally formed on the outer end portion of this fitting portion, and is recessed toward the support tube at the outer end portion of the hermetic stopper. It is characterized in that a recess is formed and the outer peripheral surface of the recess is tapered.

ここで、密栓の嵌め込み部が筒状に形成され、その外側
端部が閉塞底部によって閉塞され、この閉塞端部の外側
端面に、凹部が形成されていることが望ましい。
Here, it is preferable that the fitting portion of the hermetic plug is formed in a tubular shape, the outer end portion thereof is closed by the closing bottom portion, and the concave portion is formed on the outer end surface of the closing end portion.

更に、凹部の外周面と密栓の外側端面との角度が20〜70
°であることが望ましい。
Further, the angle between the outer peripheral surface of the recess and the outer end surface of the stopper is 20 to 70.
It is desirable that the angle is °.

更に、密栓の嵌め込み部がその外周面に、支持管長手方
向に延びる多数の浅い溝を有することが望ましい。
Further, it is desirable that the fitting portion of the sealing plug has a large number of shallow grooves extending in the longitudinal direction of the support tube on the outer peripheral surface thereof.

〔実施例〕〔Example〕

次に、図を参照して本考案の実施例を詳しく説明する。 Next, an embodiment of the present invention will be described in detail with reference to the drawings.

第1図は、建設又は土木工事用コンクリート型枠支持管
1の端部と、この支持管端部の開口に嵌め込まれた密栓
2の縦断面を示している。
FIG. 1 shows a longitudinal section of an end portion of a concrete formwork support pipe 1 for construction or civil engineering work and a hermetic stopper 2 fitted in an opening of the support pipe end portion.

支持管1は繊維強化プラスチック角型パイプとして形成
され、そして中間層3、内層4および外層5からなる三
層構造となっている。支持管1の中間層3は補強繊維を
熱硬化性樹脂で一体的に結着してなるものである。この
熱硬化性樹脂としては不飽和ポリエステル樹脂が好まし
い。また、補強繊維としては、強化プラスチックパイプ
の剛性を向上させるために、長繊維束を使用するのが好
ましく、その繊維としては、ポリエステル、ナイロン、
ビニロン、ポリエチレン、ポリプロピレン、芳香族ポリ
アミド等の有機合成繊維や、ガラス繊維、炭素繊維等の
無機繊維を使用するのが好ましい。
The support tube 1 is formed as a fiber-reinforced plastic rectangular pipe and has a three-layer structure including an intermediate layer 3, an inner layer 4 and an outer layer 5. The intermediate layer 3 of the support tube 1 is formed by integrally binding reinforcing fibers with a thermosetting resin. An unsaturated polyester resin is preferable as the thermosetting resin. Further, as the reinforcing fiber, in order to improve the rigidity of the reinforced plastic pipe, it is preferable to use a long fiber bundle, and as the fiber, polyester, nylon,
It is preferable to use organic synthetic fibers such as vinylon, polyethylene, polypropylene and aromatic polyamide, and inorganic fibers such as glass fibers and carbon fibers.

中間層3の内側と外側は、熱可塑性樹脂からなる前記内
層4と外層5によって被覆されている。内層4及び外層
5を構成する熱可塑性樹脂としては、中間層3のマトリ
ックスである熱硬化性樹脂(例えば不飽和ポリエステル
樹脂)と化学的親和性を有するものが使用され、このよ
うな熱可塑性樹脂としては、アクリロニトリル−ブタジ
エン−スチレン樹脂(ABS樹脂)、アクリロニトリル−
スチレン樹脂(AS樹脂)、アクリロニトリル−アクリリ
ック−スチレン樹脂(AAS樹脂)、ポリスチレン樹脂(P
S樹脂)、ポリカーボネート樹脂(PC樹脂)等が挙げら
れる。
The inner side and the outer side of the intermediate layer 3 are covered with the inner layer 4 and the outer layer 5 made of a thermoplastic resin. As the thermoplastic resin forming the inner layer 4 and the outer layer 5, those having a chemical affinity with the thermosetting resin (for example, unsaturated polyester resin) which is the matrix of the intermediate layer 3 are used. As, acrylonitrile-butadiene-styrene resin (ABS resin), acrylonitrile-
Styrene resin (AS resin), acrylonitrile-acrylic-styrene resin (AAS resin), polystyrene resin (P
S resin), polycarbonate resin (PC resin) and the like.

上記コンクリート型枠支持管1は例えば次のようにして
製造する。先ず、内層4を構成する熱可塑性樹脂を第1
の押出機によりパイプ状に押出して連続的に成形固化し
た後、中間層3を構成する液状熱硬化性樹脂含浸補強繊
維を、連続的に押出されてくる内層パイプ状物の外周に
連続的に被覆して所定の断面形状に賦形し、そして外層
5を構成する熱可塑性樹脂を第2の押出機によって更に
被覆する。このようにして連続的に成形されたパイプ状
物を直ちに冷却水中に入れ、外層5の熱可塑性樹脂を冷
却固化し、次いで同一のライン上に配置されている熱湯
槽中を通過させ、中間槽3の熱硬化性樹脂を加熱硬化さ
せることにより、本考案の支持管が得られる。この支持
管1の寸法は例えば、外形寸法が50mm角、外層5の厚さ
が0.5mm、中間層3の厚さが2.7mm、内層4の厚さが1.8m
mである。
The concrete formwork support pipe 1 is manufactured, for example, as follows. First, the thermoplastic resin forming the inner layer 4 is first
After being extruded into a pipe shape by the extruder of No. 3 and continuously molded and solidified, the liquid thermosetting resin-impregnated reinforcing fibers constituting the intermediate layer 3 are continuously extruded onto the outer periphery of the continuously extruded inner layer pipe-shaped material. It is coated and shaped into a predetermined cross-sectional shape, and the thermoplastic resin forming the outer layer 5 is further coated by a second extruder. The pipe-shaped material continuously molded in this way is immediately put in cooling water, the thermoplastic resin of the outer layer 5 is cooled and solidified, and then passed through a hot water tank arranged on the same line to form an intermediate tank. The support tube of the present invention can be obtained by heating and curing the thermosetting resin of No. 3. The dimensions of the support tube 1 are, for example, 50 mm square in outer dimension, 0.5 mm in thickness of the outer layer 5, 2.7 mm in thickness of the intermediate layer 3, and 1.8 m in thickness of the inner layer 4.
m.

この三層構造の繊維強化プラスチック製支持管1は、コ
ンクリート型枠支持管としての使用に十分耐える圧縮強
度、曲げ破壊強度、曲げ剛性等の機械的性質を有する。
支持管1は更に、その一部を構成する外層5が熱可塑性
樹脂からなるので、鉄パイプ等と異なり、耐蝕性にすぐ
れ、またアルミパイプ等と異なり、工事中にコンクリー
トが付着しても簡単に剥離除去することができる。
The fiber-reinforced plastic support tube 1 having the three-layer structure has mechanical properties such as compressive strength, bending fracture strength, bending rigidity, etc., which sufficiently withstands use as a concrete formwork supporting tube.
Since the outer layer 5 that constitutes a part of the support tube 1 is made of a thermoplastic resin, it has excellent corrosion resistance unlike iron pipes, etc., and unlike aluminum pipes, etc., even if concrete adheres during construction, it is easy. It can be peeled off and removed.

上記コンクリート支持管1の端部開口は、プラスチック
製の密栓2によって閉塞されている。この密栓2は射出
成形によって一体成形されている。密栓2の材質は例え
ばアクリロニトリル−ブタジエン−スチレン樹脂(ABS
樹脂)、アクリロニトリル−スチレン樹脂(AS樹脂)、
アクリロニトリル−アクリリック−スチレン樹脂(AAS
樹脂)、ポリスチレン樹脂(PS樹脂)、ポリカーボネー
ト樹脂(PC樹脂)等である。密栓2は支持管1の端部開
口に緊密に嵌め込まれる筒状の嵌め込み部6と、この筒
状嵌め込み部6の外側を閉塞する閉塞底部7と、嵌め込
み部6の外側端部に形成されたフランジ部8とからなっ
ている。
The end opening of the concrete support pipe 1 is closed by a plastic stopper 2. The hermetic stopper 2 is integrally molded by injection molding. The material of the stopper 2 is, for example, acrylonitrile-butadiene-styrene resin (ABS
Resin), acrylonitrile-styrene resin (AS resin),
Acrylonitrile-Acrylic-Styrene resin (AAS
Resin), polystyrene resin (PS resin), polycarbonate resin (PC resin) and the like. The sealing plug 2 is formed on a cylindrical fitting portion 6 that is tightly fitted into the end opening of the support tube 1, a closing bottom portion 7 that closes the outside of the cylindrical fitting portion 6, and an outer end portion of the fitting portion 6. It is composed of a flange portion 8.

嵌め込み部6は支持管1に緊密に嵌め込まれて接着剤
(例えば樹脂系溶剤型接着剤(ボンドVP2000、コニシ
(株)製)で接着される。嵌め込み部6の外周面には、
支持管1の長手方向に延びる多数の浅い溝9が形成され
ている。この溝9は、嵌め込み部6を支持管1に嵌め込
んだときに、接着剤が嵌め込み部6の外周面に充分に残
るようにして、嵌め込み部6の外周面と支持管1内周面
を強固に接着するためのものである。すなわち、支持管
1内径とほぼ等しい外径を有する嵌め込み部6を、その
外周面に接着剤を塗布して支持管1に嵌め込むと、外周
面の接着剤が支持管1の内周縁によってケズリ取られて
接着作用が弱くなるが、上記のように嵌め込み部6の外
周面に溝9を設けると、接着剤が外周面に充分に残り、
嵌め込み部6が接着剤によって支持管1に強固に接着さ
れることになる。
The fitting portion 6 is tightly fitted into the support tube 1 and is bonded with an adhesive (for example, a resin-based solvent-based adhesive (Bond VP2000, manufactured by Konishi Co., Ltd.).
A large number of shallow grooves 9 extending in the longitudinal direction of the support tube 1 are formed. The groove 9 allows the adhesive to remain sufficiently on the outer peripheral surface of the fitting portion 6 when the fitting portion 6 is fitted into the supporting tube 1 so that the outer peripheral surface of the fitting portion 6 and the inner peripheral surface of the supporting tube 1 are separated from each other. It is for firmly adhering. That is, when the fitting portion 6 having an outer diameter substantially equal to the inner diameter of the support tube 1 is applied to the outer peripheral surface and fitted into the support tube 1, the adhesive on the outer peripheral surface is scratched by the inner peripheral edge of the support tube 1. Although the adhesive action is weakened by removing the groove 9, if the groove 9 is provided on the outer peripheral surface of the fitting portion 6 as described above, the adhesive remains sufficiently on the outer peripheral surface,
The fitting portion 6 is firmly adhered to the support tube 1 with an adhesive.

前記フランジ部8の外形は、支持管1の外形と同じであ
り、管端部の不必要な凹凸を避けるようになっている。
The outer shape of the flange portion 8 is the same as the outer shape of the support tube 1 so as to avoid unnecessary unevenness at the tube end portion.

密栓2の外側端面、すなわち閉塞底部7の外側端面に
は、支持管1の方へ窪んだ凹部10が形成されている。こ
の凹部10は、工事現場で支持管1を垂直に仮置きするた
めに役立つ。すなわち、支持管1の宙吊り状態で、現場
の型枠に打ちつけられた釘の頭に、支持管1下端部の前
記凹部10が掛かるようにすることにより、支持管1を支
持して垂直に仮置きすることができる。しかし、この凹
部10があまり深すぎたり、凹部10の外周面11の角度がき
つすぎると、凹部10の中にコンクリートが入り固化して
その役目を果たさなくなる。従って、凹部10の深さは3
〜10mm、特に5〜6mmが好ましく、また、凹部10の外周
面11がテーパをなしていて、この外周面11と密栓2の外
側端面(閉塞底部7またはフランジ部8の外側端面)と
がなす角度αが、20〜70°、特に約45°であることが好
ましい。それによって、コンクリートが凹部10内に入っ
て固化しても容易に剥離除去することができる。
On the outer end surface of the hermetic plug 2, that is, the outer end surface of the closed bottom portion 7, there is formed a recess 10 recessed toward the support tube 1. This recess 10 serves for temporarily placing the support tube 1 vertically at the construction site. That is, when the support tube 1 is suspended in air, the concave portion 10 at the lower end of the support tube 1 is hooked on the head of the nail hit on the formwork at the site, so that the support tube 1 is supported vertically and temporarily suspended. Can be placed. However, if the recess 10 is too deep or the angle of the outer peripheral surface 11 of the recess 10 is too tight, concrete enters the recess 10 and solidifies, so that it no longer serves its purpose. Therefore, the depth of the recess 10 is 3
The outer peripheral surface 11 of the recess 10 is tapered so that the outer peripheral surface 11 and the outer end surface of the sealing plug 2 (the outer end surface of the closed bottom portion 7 or the flange portion 8) are formed. It is preferred that the angle α is between 20 and 70 °, especially about 45 °. Thereby, even if the concrete enters the recess 10 and solidifies, it can be easily peeled and removed.

上記の本考案の実施例によるコンクリート型枠支持管1
は、その端部開口がプラスチック製密栓2によって閉塞
されているので、工事現場でコンクリートや水が管内部
に侵入することがない。従って、コンクリートや水の侵
入による支持管1の重量増大を防止することができ、支
持管1の取扱い操作が容易である。密栓2は更に、支持
管端部を保護する役目があるので、支持管端部が損傷し
たり、割れを生じることがない。
Concrete formwork support pipe 1 according to the embodiment of the present invention
Since its end opening is closed by the plastic sealing plug 2, concrete and water do not enter the inside of the pipe at the construction site. Therefore, it is possible to prevent the weight of the support pipe 1 from increasing due to intrusion of concrete or water, and the handling operation of the support pipe 1 is easy. Further, since the stopper 2 has a role of protecting the end of the supporting tube, the end of the supporting tube is not damaged or cracked.

更に、密栓2の嵌め込み部6がその外周面に、支持管1
の長手方向に延びる多数の浅い溝9を有するので、嵌め
込み部6の外周面と支持管1内周面が接着剤によって強
固に接着される。
Further, the fitting portion 6 of the tight plug 2 is provided on the outer peripheral surface of the support tube 1
Since it has a large number of shallow grooves 9 extending in the longitudinal direction, the outer peripheral surface of the fitting portion 6 and the inner peripheral surface of the support tube 1 are firmly bonded with an adhesive.

更に、密栓2の外側端面に、支持管1の方へ窪んだ凹部
10が形成されているので、工事現場で支持管1の仮置き
作業を容易に行うことができる。更に、凹部10の外周面
11と密栓2の外側端面との角度が20〜70℃であるので、
この凹部10内にコンクリートが付着することがない。
Further, a concave portion recessed toward the support tube 1 is formed on the outer end surface of the sealing plug 2.
Since 10 is formed, the temporary placement work of the support pipe 1 can be easily performed at the construction site. Furthermore, the outer peripheral surface of the recess 10
Since the angle between 11 and the outer end surface of the stopper 2 is 20 to 70 ° C,
Concrete does not adhere to the recess 10.

更に、密栓2の嵌め込み部6が筒状に形成され、その外
側端部が閉塞底部7によって閉塞されていることによ
り、密栓2自体が軽量である。
Further, since the fitting portion 6 of the hermetic plug 2 is formed in a tubular shape and the outer end portion thereof is closed by the closed bottom portion 7, the hermetic plug 2 itself is lightweight.

以上、本考案の実施例によるコンクリート型枠支持管に
ついて説明したが、本考案は上記実施例に限定されるも
のではない。例えば、支持管1を他の積層構造とするこ
とができ、また断面形状も四角形だけでなく、他の形
(例えば円形、すなわち丸パイプ)とすることができ
る。更に、密栓2の嵌め込み部6は筒状だけでなく、内
部が詰まった角柱状(丸パイプの場合には円柱状)に形
成することができる。この場合、閉塞底部7は嵌め込み
部6の一部となる。
The concrete formwork support pipe according to the embodiment of the present invention has been described above, but the present invention is not limited to the above embodiment. For example, the support tube 1 may have another laminated structure, and the cross-sectional shape may be not only square but also other shape (for example, circular, that is, round pipe). Further, the fitting portion 6 of the hermetic plug 2 can be formed not only in a cylindrical shape but also in a prismatic shape (a cylindrical shape in the case of a round pipe) having a closed inside. In this case, the closed bottom portion 7 becomes a part of the fitting portion 6.

更に、支持管1への嵌め込み部6の嵌め込みを容易にす
るために、嵌め込み部6の先端部分を先細に形成した
り、嵌め込み6の先端縁部を面取りしてもよい。更に、
フランジ部8の外形は必ずしも支持管1の外形と同じに
する必要はなく、支持管1の外形よりも小さくてもよい
し、大きくしてもよい、更に、支持管1の長さや太さを
示す色で、密栓2を着色することができる。
Further, in order to facilitate the fitting of the fitting portion 6 into the support tube 1, the tip portion of the fitting portion 6 may be tapered or the tip edge portion of the fitting 6 may be chamfered. Furthermore,
The outer shape of the flange portion 8 does not necessarily have to be the same as the outer shape of the support tube 1, and may be smaller or larger than the outer shape of the support tube 1. Further, the length and the thickness of the support tube 1 may be made smaller. The stopper 2 can be colored with the color shown.

また、上記実施例では、接着剤を用いて密栓を型枠支持
管本体と接着したが、他の接着手段を用いて両者を接着
してもよい。
Further, in the above-mentioned embodiment, the sealing plug is adhered to the main body of the frame support tube by using an adhesive, but the both may be adhered by using other adhering means.

〔考案の効果〕[Effect of device]

以上詳述したように、本考案による建設又は土木工事用
コンクリート支持管は、その端部開口が密栓によって閉
塞されているので、工事現場でコンクリートや水が支持
管内部に侵入することがなく、支持管端部が損傷した
り、割れを生じることがないという利点がある。更に、
密栓の外側端面に形成された凹部により、工事現場で支
持管の仮置き作業を容易に行うことができる。更に、凹
部の外周面がテーパをなしているので、この凹部内でコ
ンクリートが付着しにくく、仮に付着しても除去が容易
である。
As described above in detail, the concrete support pipe for construction or civil engineering work according to the present invention has the end opening closed by the tight plug, so that concrete or water does not enter the inside of the support pipe at the construction site. There is an advantage that the end of the support tube is not damaged or cracked. Furthermore,
Due to the concave portion formed on the outer end surface of the hermetic plug, the temporary placement work of the support pipe can be easily performed at the construction site. Furthermore, since the outer peripheral surface of the concave portion is tapered, concrete is unlikely to adhere to the concave portion, and even if concrete adheres, the concrete can be easily removed.

更に、密栓の嵌め込み部が筒状に形成され、その外側端
部が閉塞底部によって閉塞されていることにより、密栓
自体が軽量であるという利点がある。
Further, since the fitting portion of the hermetic plug is formed in a tubular shape and the outer end portion thereof is closed by the closed bottom portion, there is an advantage that the hermetic plug itself is lightweight.

更に、凹部の外周面と密栓の外側端面との角度が20〜70
°であると、この凹部内で固化したコンクリートの除去
が一層容易である。
Further, the angle between the outer peripheral surface of the recess and the outer end surface of the stopper is 20 to 70.
When the angle is °, it is easier to remove the concrete solidified in the recess.

更に、密栓の嵌め込み部外周面に多数の浅い溝を形成す
ることにより、密栓が接着剤によって支持管に強固に接
着されるという利点がある。
Further, by forming a large number of shallow grooves on the outer peripheral surface of the fitting portion of the hermetic plug, there is an advantage that the hermetic plug is firmly adhered to the support tube with an adhesive.

【図面の簡単な説明】[Brief description of drawings]

第1図は建設又は土木工事用コンクリート型枠支持管の
端部と、この支持管端部開口に嵌め込まれた密栓の縦断
面図、第2図は第1図に示した密栓の斜視図である。 1……建設又は土木工事用コンクリート型枠支持管、2
……密栓、3……中間層、4……内層、5……外層、6
……嵌め込み部、7……閉塞底部、8……フランジ部、
9……溝、10……凹部、11……凹部の外周面
FIG. 1 is a vertical cross-sectional view of the end of a concrete formwork support pipe for construction or civil engineering, and a stopper plugged into the opening of this support pipe end. FIG. 2 is a perspective view of the stopper shown in FIG. is there. 1 ... Concrete formwork support tubes for construction or civil engineering, 2
...... Seal stopper, 3 ... Middle layer, 4 ... Inner layer, 5 ... Outer layer, 6
... Fitting part, 7 ... Closed bottom part, 8 ... Flange part,
9 ... Groove, 10 ... Recess, 11 ... Outer peripheral surface of recess

Claims (4)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】繊維強化プラスチック製の建設又は土木工
事用コンクリート型枠支持管において、 支持管の端部開口がプラスチック製密栓によって閉塞さ
れ、 この密栓が、支持管端部に緊密に嵌め込まれて接着され
る嵌め込み部と、この嵌め込み部の外側端部に一体成形
されたフランジ部とを有し、 密栓の外側端部に、支持管の方へ窪んだ凹部が形成さ
れ、この凹部の外周面がテーパをなしている ことを特徴とする建設又は土木工事用コンクリート型枠
支持管。
1. In a concrete formwork support pipe made of fiber reinforced plastic for construction or civil engineering, the end opening of the support pipe is closed by a plastic stopper, and the stopper is tightly fitted into the end of the supporting pipe. It has a fitting part to be bonded and a flange part integrally formed on the outer end part of this fitting part, and a concave part recessed toward the support pipe is formed at the outer end part of the hermetic plug, and the outer peripheral surface of this concave part is formed. Concrete formwork support pipe for construction or civil engineering, characterized by a taper.
【請求項2】密栓の嵌め込み部が筒状に形成され、その
外側端部が閉塞底部によって閉塞され、この閉塞端部の
外側端面に、凹部が形成されていることを特徴とする、
請求項1記載の建設又は土木工事用コンクリート型枠支
持管。
2. A fitting portion of a hermetic plug is formed in a tubular shape, an outer end portion thereof is closed by a closing bottom portion, and a concave portion is formed on an outer end surface of the closing end portion.
A concrete formwork support tube for construction or civil engineering according to claim 1.
【請求項3】凹部の外周面と密栓の外側端面との角度が
20〜70°であることを特徴とする、請求項1または請求
項2記載の建設又は土木工事用コンクリート型枠支持
管。
3. The angle between the outer peripheral surface of the recess and the outer end surface of the stopper is
The concrete formwork support pipe for construction or civil engineering according to claim 1 or 2, characterized in that the angle is 20 to 70 °.
【請求項4】密栓の嵌め込み部がその外周面に、支持管
長手方向に延びる多数の浅い溝を有することを特徴とす
る、請求項1記載の建設又は土木工事用コンクリート型
枠支持管。
4. The concrete formwork support pipe for construction or civil engineering according to claim 1, wherein the fitting portion of the hermetic stopper has a large number of shallow grooves extending in the longitudinal direction of the support pipe on its outer peripheral surface.
JP1989046788U 1989-04-20 1989-04-20 Concrete formwork support pipe for construction or civil engineering Expired - Lifetime JPH071439Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989046788U JPH071439Y2 (en) 1989-04-20 1989-04-20 Concrete formwork support pipe for construction or civil engineering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989046788U JPH071439Y2 (en) 1989-04-20 1989-04-20 Concrete formwork support pipe for construction or civil engineering

Publications (2)

Publication Number Publication Date
JPH02137447U JPH02137447U (en) 1990-11-16
JPH071439Y2 true JPH071439Y2 (en) 1995-01-18

Family

ID=31562166

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989046788U Expired - Lifetime JPH071439Y2 (en) 1989-04-20 1989-04-20 Concrete formwork support pipe for construction or civil engineering

Country Status (1)

Country Link
JP (1) JPH071439Y2 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57205344U (en) * 1981-06-26 1982-12-27
JPS6068242U (en) * 1983-10-18 1985-05-15 田尻 城望 A lid inserted into a steel pipe
JPH0329469Y2 (en) * 1985-03-04 1991-06-24

Also Published As

Publication number Publication date
JPH02137447U (en) 1990-11-16

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