JPH0260914B2 - - Google Patents

Info

Publication number
JPH0260914B2
JPH0260914B2 JP1337975A JP33797589A JPH0260914B2 JP H0260914 B2 JPH0260914 B2 JP H0260914B2 JP 1337975 A JP1337975 A JP 1337975A JP 33797589 A JP33797589 A JP 33797589A JP H0260914 B2 JPH0260914 B2 JP H0260914B2
Authority
JP
Japan
Prior art keywords
socket
rib
wall
core wire
engagement
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
JP1337975A
Other languages
Japanese (ja)
Other versions
JPH02186185A (en
Inventor
Shigeki Fujii
Shoichi Kawanami
Yukio Yoshimura
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP1337975A priority Critical patent/JPH02186185A/en
Publication of JPH02186185A publication Critical patent/JPH02186185A/en
Publication of JPH0260914B2 publication Critical patent/JPH0260914B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、使用後に解体しなければならない用
途、例えば円柱や橋脚などのコンクリート円柱形
成用の型枠材として使用される螺旋管の解体方法
に関するものである。
Detailed Description of the Invention (Industrial Application Field) The present invention is directed to a method for dismantling spiral pipes used in applications that must be dismantled after use, for example, as formwork materials for forming concrete cylinders such as columns and bridge piers. It is related to.

(従来の技術) 近時、従来の押出成形法で得られる合成樹脂管
に代わつて、両端縁に長手方向の相互係合用リブ
を有する合成樹脂製帯状体を螺旋状に巻付けて得
られる、いわゆる、合成樹脂管がダクト用、輸送
用、排水用などの配管材として使用されつつあ
る。
(Prior Art) Recently, instead of synthetic resin tubes obtained by conventional extrusion molding methods, synthetic resin tubes having longitudinal mutually engaging ribs on both ends are spirally wound. So-called synthetic resin pipes are increasingly being used as piping materials for ducts, transportation, drainage, etc.

該螺旋管の特徴として、(1)一巻にした帯状体を
現場に搬送し、簡単な製管設備(例えば特開昭55
−61434号公報、公表特許昭57−501229号公報な
どに記載されたもの)を使用し、現場で螺旋状に
巻付けるだけで管体とすることができるので、従
来の様に管体を搬送する必要がなく、搬送コスト
が安くて済み、(2)また、任意の口径の管体が容易
に得られるという利点がある。
The characteristics of this spiral tube are as follows: (1) The belt-shaped body rolled into a single roll is transported to the site, and simple pipe manufacturing equipment (for example,
-61434, published patent No. 57-501229, etc.), the tube can be made into a tube by simply winding it in a spiral on-site, so the tube can be transported like conventional methods. (2) There is also the advantage that a tube of any diameter can be easily obtained.

そして、従来、上記合成樹脂製帯状体を螺旋状
に巻付けて管体に形成するに際しては、例えば公
表特許昭57−501229号公報に記載されている様
に、巻付けられる直前に係合リブの表面に溶剤型
接着剤を塗布して巻付ける接着方式、あるいは帯
状体の係合リブとソケツトとを加熱して溶融状態
にしながら巻付ける熱融着方式が採用されてい
る。
Conventionally, when winding the above-mentioned synthetic resin belt-like body in a spiral shape to form a pipe body, as described in, for example, Japanese Patent Publication No. 57-501229, an engaging rib is formed immediately before the winding. An adhesion method is used in which a solvent-based adhesive is applied to the surface of the band and the socket is wrapped, or a heat fusion method is used in which the engaging rib of the strip and the socket are heated and fused while being wrapped.

(発明が解決しようとする問題点) しかしながら、上記螺旋管を円柱や橋脚などの
コンクリート円柱形成用の型枠材として使用する
場合、コンクリートを養生させた後、型枠材を除
去す必要がある。この型枠材を除去する手段とし
ては、型枠材を軸方向に電動カツターで切断して
はぎ取る方法、あるいは切断することなく型枠材
を螺旋状に巻きはがす方法がある。しかしなが
ら、上記カツターで切断して行う場合は切断によ
りコンクリート表面に傷がつくという欠点があ
り、また、螺旋状に巻きはがす場合は係合部が接
着剤などで強固に係合されているので、巻きはず
しに手間がかかるという欠点がある。
(Problem to be Solved by the Invention) However, when the above spiral tube is used as a formwork material for forming concrete cylinders such as columns and bridge piers, it is necessary to remove the formwork material after curing the concrete. . As means for removing this formwork material, there are a method of cutting the formwork material in the axial direction with an electric cutter and peeling it off, or a method of peeling off the formwork material in a spiral shape without cutting it. However, when cutting with the above-mentioned cutter, there is a disadvantage that the concrete surface is damaged by cutting, and when peeling off the concrete in a spiral manner, the engaging part is firmly engaged with adhesive etc. The disadvantage is that it takes time to unwind.

本発明は上記従来の問題点を解決するためのも
のであり、その目的とするところは、使用後に解
体しなければならない用途に使用される螺旋管を
きわめて容易に解体できる方法を提供することで
ある。
The present invention is intended to solve the above-mentioned conventional problems, and its purpose is to provide a method for extremely easily disassembling spiral tubes used in applications that require disassembly after use. be.

(問題点を解決するための手段) 本発明の螺旋管の解体方法は、基部の長手方向
の一端部に長手方向の係合リブを有し、他端縁部
に前記係合リブを受容する長手方向のソケツトを
有する帯状体を螺旋状に巻付けることにより前記
係合リブとソケツトとが相互に係合されてなる接
合部を有する螺旋管の解体方法であつて、前記係
合リブまたはその近傍の壁内もしくは前記ソケツ
トまたはその近傍の壁内に埋設された心線を前記
螺旋管の外方もしくは内方へ引張ることにより前
記接合部を螺旋状に破壊することを特徴とするも
のである。
(Means for Solving the Problems) The method for dismantling a helical tube of the present invention has a longitudinal engagement rib at one end in the longitudinal direction of the base, and receives the engagement rib at the other end edge. A method for disassembling a helical tube having a joint portion where the engaging rib and the socket are mutually engaged by winding a band-like body having a longitudinal socket in a spiral manner, the method comprising: The joint portion is broken in a spiral manner by pulling a core wire buried in a nearby wall or in the socket or a wall in the vicinity thereof to the outside or inward of the spiral tube. .

(作用) 本発明では、係合リブまたはその近傍の壁内も
しくはソケツトまたはその近傍の壁内に埋設され
た心線を螺旋管の外方もしくは内方へ引張ること
により螺旋管の接合部を螺旋状に破壊しているの
で、接合部の係合強度がきわめて低下することに
なる。
(Function) In the present invention, the joint portion of the helical tube is spirally formed by pulling the core wire buried in the engaging rib or the wall near the engaging rib or the socket or the wall near the socket outward or inward of the helical tube. Since the joint is broken in a shape, the engagement strength of the joint is extremely reduced.

(実施例) 以下、本発明の一実施例を図面に基づいて説明
する。
(Example) Hereinafter, an example of the present invention will be described based on the drawings.

第1図は本発明方法を用いて螺旋管を解体して
いる状態を一部省略して示す説明図であり、8は
硬質塩化ビニル樹脂などの硬質合成樹脂から製さ
れてなる帯状体1を螺旋状に巻回することによつ
て製造された螺旋管、5は心線である。
FIG. 1 is an explanatory view partially omitting a state in which a spiral tube is dismantled using the method of the present invention, and 8 shows a strip 1 made of a hard synthetic resin such as hard vinyl chloride resin. A helical tube is manufactured by spirally winding, and 5 is a core wire.

まず、本発明に用いられる螺旋管8の構造を第
2図以下に基づいて説明する。
First, the structure of the spiral tube 8 used in the present invention will be explained based on FIG. 2 and subsequent figures.

第2図は本発明に用いられる螺旋管を構成する
帯状体の一例を一部省略して示す横断面図であ
る。長尺平板状の基部2の長手方向の一端縁部に
係合リブ3が、一方、他端縁部にソケツト4がそ
れぞれ長手方向に一体に設けられている。係合リ
ブ3及びソケツト4はそれぞれ基部2から直立し
て設けられている。係合リブ3は直立部31と、
該直立部31の先端に連接する係合部32とから
構成されている。ソケツト4は前記係合リブ3を
受容するものであり、その内面形状は係合リブ3
の外面形状にほぼ符合するようになされている
る。5は心線であり、ソケツト4の係合部壁内に
長手方向に埋設されている。該心線5はピアノ
線、鋼線、ニクロム線等に引張強度にすぐれたも
のがよい。
FIG. 2 is a cross-sectional view showing, with a portion omitted, an example of a band-like body constituting the spiral tube used in the present invention. An engagement rib 3 is integrally provided at one longitudinal end edge of the elongated flat base 2, and a socket 4 is integrally provided at the other end edge. The engagement rib 3 and the socket 4 are each provided upright from the base 2. The engagement rib 3 has an upright portion 31,
The engagement portion 32 is connected to the tip of the upright portion 31. The socket 4 receives the engagement rib 3, and its inner surface has a shape similar to that of the engagement rib 3.
It is designed to approximately match the external shape of the Reference numeral 5 denotes a core wire, which is embedded in the wall of the engaging portion of the socket 4 in the longitudinal direction. The core wire 5 is preferably made of piano wire, steel wire, nichrome wire, or the like with excellent tensile strength.

心線5が埋設される位置は、第3図に示すよう
に、ソケツト4の側部壁内であつてもよい。ま
た、心線の断面形状は第2図の円形のものに限定
されず、例えば半円形、長円形、三角形、ひし
形、くさび形、逆V字形、逆Y字形などのもので
あつてもよい。
The position where the core wire 5 is buried may be within the side wall of the socket 4, as shown in FIG. Further, the cross-sectional shape of the core wire is not limited to the circular shape shown in FIG. 2, but may be, for example, semicircular, oval, triangular, diamond, wedge-shaped, inverted V-shape, inverted Y-shape, or the like.

更に、心線5が埋設される位置は、係合リブ3
の壁内であつてもよい。この場合、第4図に示す
ように係合部32の上部壁内に心線5を埋設させ
るのが好ましく、その際心線5を断面形が三角
状、くさび形などのものとすると、ソケツト壁の
破壊を容易に行える。更にソケツト4の上部内側
面に長手方向に凹溝41を設けてもよい。該凹溝
41を設けることにより、第6図に示すように、
心線5が破壊しなければならないソケツト4の実
質的壁厚が減少し、型枠材として使用後の取りは
ずしがより容易になる。
Furthermore, the position where the core wire 5 is buried is the engagement rib 3.
It may be within the walls of In this case, it is preferable to embed the core wire 5 in the upper wall of the engaging portion 32 as shown in FIG. 4. If the core wire 5 has a triangular or wedge-shaped cross section, the socket Walls can be easily destroyed. Furthermore, a groove 41 may be provided in the upper inner surface of the socket 4 in the longitudinal direction. By providing the groove 41, as shown in FIG.
The substantial wall thickness of the socket 4 over which the core wire 5 has to be broken is reduced, making it easier to remove it after use as formwork material.

上記凹溝41はソケツト4の上部外側面に設け
てもよく、あるいは凹溝41を設けるかわりにソ
ケツト4の上部壁内に中空部を設けてもよく(図
示せず)。
The groove 41 may be provided on the outer surface of the upper part of the socket 4, or instead of providing the groove 41, a hollow portion may be provided in the upper wall of the socket 4 (not shown).

心線5の太さは、埋設される位置に応じて決め
ればよく、例えば第2図に示すように、ソケツト
4の壁内に埋設される場合は、あまり太くすると
帯状体の状態でソケツトの形状を保持することが
難しくなり、また、あまり細くすると、引張つて
ソケツト壁を破壊する際に、心線が切れる恐れが
あるので、心線の太さはソケツト壁の厚みの0.3
〜0.8倍程度にするのがよい。
The thickness of the core wire 5 can be determined depending on the position where it will be buried. For example, when it is buried in the wall of the socket 4 as shown in FIG. It will be difficult to maintain the shape, and if it is made too thin, there is a risk that the core wire will break when it is pulled and breaks the socket wall, so the thickness of the core wire should be 0.3 of the thickness of the socket wall.
It is best to set it to around 0.8 times.

6は斜めリブであり、ソケツト4の下部側より
外方に延出して設けられている。斜めリブ6は長
手方向に連続するものであつてもよく、あるいは
不連続のものであつてもよい。
Reference numeral 6 denotes a diagonal rib, which is provided to extend outward from the lower side of the socket 4. The diagonal ribs 6 may be continuous in the longitudinal direction or may be discontinuous.

斜めリブ6の延出長さ及び延出角度は、係合
時、斜めリブ6の先端が、係合リブ3に隣接する
後述の補強用のリブ7のフランジ部72に係止さ
れるように、係合リブ3とリブ7の間融、リブ7
の高さに応じて決めればよい。
The extension length and extension angle of the diagonal rib 6 are set such that, when engaged, the tip of the diagonal rib 6 is locked to a flange portion 72 of a later-described reinforcing rib 7 adjacent to the engagement rib 3. , fusion of the engaging rib 3 and rib 7, rib 7
It can be determined according to the height of the

7,7…は補強用のリブであり、直立部71と
フランジ部72とからなる断面形状がT字形のも
ので、係合リブ3とソケツト4との間に基部2よ
り直立して所定間隔を置いて複数条長手方向に設
けられている。
7, 7... are reinforcing ribs, which have a T-shaped cross section and are made up of an upright part 71 and a flange part 72, and extend upright from the base 2 between the engagement rib 3 and the socket 4 at a predetermined interval. A plurality of strips are provided in the longitudinal direction.

帯状体1の係合リブ3の壁内もしくはソケツト
4の壁内への心線5の埋設は、所定の内面形状を
有する成形金型内に心線を送りこみ、帯状体の押
出成形と同時に行えばよい。
The core wire 5 is embedded in the wall of the engaging rib 3 of the strip 1 or in the wall of the socket 4 by feeding the core wire into a mold having a predetermined inner surface shape, and extruding the strip at the same time. Just go.

次に、本発明の螺旋管の解体方法の一実施例と
して、コンクリート円柱形成用の型枠体として使
用された螺旋管の解体について第1図を基に説明
する。
Next, as an embodiment of the method for dismantling a helical pipe of the present invention, dismantling of a helical pipe used as a formwork for forming a concrete cylinder will be described with reference to FIG.

螺旋管8は、第2図で示される帯状体1を例え
ば所望の直径を有する円筒形マンドレルの外面に
リブ7,7…が外側になるように係合リブ3とソ
ケツト4とを相互に係合させて螺旋状に巻付ける
ことにより形成される。該螺旋管8をコンクリー
ト円柱形成用の型枠材として使用し、該型枠材内
にコンクリート9を打設し、養生後、ソケツト4
の壁内に埋設された心線5を矢印方向に(螺旋管
8の外方へ)引張りソケツト4の壁を螺旋状に破
壊する。
The helical tube 8 is used to attach the strip 1 shown in FIG. 2 to the outer surface of a cylindrical mandrel having a desired diameter, for example, so that the engaging ribs 3 and the socket 4 are attached to each other so that the ribs 7, 7, . . . are on the outside. It is formed by wrapping them together in a spiral shape. The spiral pipe 8 is used as a formwork material for forming a concrete cylinder, concrete 9 is poured into the formwork material, and after curing, the socket 4 is
The core wire 5 buried in the wall of the socket 4 is pulled in the direction of the arrow (towards the outside of the spiral tube 8), and the wall of the socket 4 is broken in a spiral manner.

次いで帯状体1を螺旋状にはぎ取ることにより
表面に損傷のないコンクリート円柱が得られる。
The strip 1 is then peeled off in a spiral manner to obtain a concrete cylinder with an undamaged surface.

また、第2図の実施例のように、ソケツト4の
下部側より外方に延出して斜めリブ6を設けるこ
とにより、係合リブ3をソケツト4内に係合させ
る際に、斜めリブ6が、係合リブ3に隣接するリ
ブ7のフランジ部72に係止されるので、接合部
の係合強度がより高められる(第5図参照)。
Further, as in the embodiment shown in FIG. 2, by providing the diagonal rib 6 extending outward from the lower side of the socket 4, when the engaging rib 3 is engaged in the socket 4, the diagonal rib 6 is locked to the flange portion 72 of the rib 7 adjacent to the engaging rib 3, so that the engagement strength of the joint is further increased (see FIG. 5).

尚、係合リブ3の断面形状は図示のものの他、
どのような形状のものであつてもよく、例えば係
合部32が三角形など角形のもの、あるいは表面
に凹凸を有するものであつてもよい。また、斜め
リブ6およびリブ7,7…は必ずしも必要でな
い。更に、心線5がニクロム線などの電気抵抗線
のものであれば、心線5に通電してまわり合成樹
脂を軟化させながら心線の引張りを行うことがで
きる。
In addition, the cross-sectional shape of the engaging rib 3 is different from that shown in the figure.
It may be of any shape; for example, the engaging portion 32 may have a rectangular shape such as a triangle, or may have an uneven surface. Furthermore, the diagonal ribs 6 and the ribs 7, 7, . . . are not necessarily necessary. Furthermore, if the core wire 5 is made of an electrical resistance wire such as a nichrome wire, the core wire can be stretched while being energized to soften the synthetic resin.

上述した実施例では、係合リブ3の壁内もしく
はソケツト4の壁内に埋設された心線5を螺施管
8の外方へ引張ることによりソケツト4の壁を破
壊して係合部の係合強度をきわめて低下させるこ
とにより、螺旋管8の解体を容易にする方法につ
いて説明したが、本発明の螺旋管の解体方法はこ
れに限るものではない。
In the embodiment described above, the core wire 5 buried in the wall of the engaging rib 3 or the wall of the socket 4 is pulled outward of the threaded pipe 8, thereby destroying the wall of the socket 4 and opening the engaging portion. Although a method has been described in which the helical tube 8 is easily dismantled by extremely reducing the engagement strength, the method of disassembling the helical tube of the present invention is not limited to this.

すなわち、図示はしないが、係合リブの立上が
り部根元の壁内に埋設された心線、もしくはソケ
ツトの立上がり部根元の壁内に埋設された心線を
螺旋管の管内方向に引張ることにより接合部を破
壊する方法であつてもよい。このように心線を螺
旋管の内方へ引張る解体方法は、例えば円筒空間
を持つコンクリート構造物を製造するための内型
枠として使用される螺旋管の解体等に好適に利用
できる。
In other words, although not shown in the drawings, the core wires buried in the wall at the root of the rising portion of the engagement rib or the core wire buried in the wall at the root of the riser portion of the socket are joined by pulling them inward of the spiral tube. It may also be a method of destroying the part. Such a dismantling method in which the core wire is pulled inward of the helical tube can be suitably used, for example, for dismantling a helical tube used as an inner formwork for manufacturing a concrete structure having a cylindrical space.

(発明の効果) 本発明の螺旋管の解体方法は以上の通り構成さ
れ、係合リブまたはその近傍の壁内もしくはソケ
ツトまたはその近傍の壁内の埋設された心線を螺
旋管の外方もしくは内方へ引張ることにより接合
部を螺旋状の破壊することを特徴とするものであ
るから、例えば前記螺旋管をコンクリート円柱形
成用の型枠または円筒空間を有するコンクリート
構造物の内型枠として使用する場合、コンクリー
ト養生後、前記心線を引張ることにより接合部が
螺旋状に破壊され、接合部の係合強度を実質的に
低下することができる。このため型枠の取りはず
しを容易に行える。また、カツターなどで型枠を
切断しなくていいので、表面または内面に傷のな
いコンクリート円柱またはコンクリート構造物な
どが得られる。
(Effects of the Invention) The method for dismantling a helical tube of the present invention is configured as described above, and the core wire buried in the engaging rib or the wall near the engaging rib or the socket or the wall near the socket is removed from the outside of the helical tube or Since the joint is characterized by spirally breaking by pulling inward, the spiral tube can be used, for example, as a formwork for forming a concrete cylinder or as an inner formwork for a concrete structure having a cylindrical space. In this case, by pulling the core wire after concrete curing, the joint part is destroyed in a spiral shape, and the engagement strength of the joint part can be substantially reduced. Therefore, the formwork can be easily removed. Furthermore, since there is no need to cut the formwork with a cutter or the like, concrete cylinders or concrete structures with no scratches on the surface or inner surface can be obtained.

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

第1図は本発明の一実施例を一部省略して示す
説明図、第2図は本発明に用いられる螺旋管を構
成する帯状体の一例を一部省略して示す横断面
図、第3図は前記帯状体の他の例を一部省略して
示す横断面図、第4図は前記帯状体の更に他の例
を一部省略して示す横断面図、第5図は第2図の
帯状体を、第6図は第4図の帯状体をそれぞれ螺
旋状に巻付けた状態の接合部を示す部分断面図で
ある。 1……帯状体、2……基部、3……係合リブ、
31……直立部、32……係合部、4……ソケツ
ト、41……凹溝、5……心線、6……斜めリ
ブ、7……リブ、8……螺旋管。
FIG. 1 is an explanatory diagram showing an embodiment of the present invention with a portion omitted; FIG. FIG. 3 is a cross-sectional view showing another example of the band-like body with some parts omitted, FIG. 4 is a cross-sectional view showing still another example of the band-like body with some parts omitted, and FIG. FIG. 6 is a partial cross-sectional view showing the joint portion of the belt-like body shown in the figure, and FIG. 6 is a joint part of the belt-like body shown in FIG. 4, which is wound spirally. 1... Band-shaped body, 2... Base, 3... Engagement rib,
31... Upright part, 32... Engaging part, 4... Socket, 41... Concave groove, 5... Cord wire, 6... Diagonal rib, 7... Rib, 8... Spiral tube.

Claims (1)

【特許請求の範囲】[Claims] 1 基部の長手方向の一端縁部に長手方向の係合
リブを有し、他端縁部に前記係合リブを受容する
長手方向のソケツトを有する帯状体を螺旋状に巻
付けることにより前記係合リブとソケツトとが相
互に係合されてなる接合部を有する螺旋管の解体
方法であつて、前記係合リブまたはその近傍の壁
内もしくは前記ソケツトまたはその近傍の壁内に
埋設された心線を前記螺旋管の外方もしくは内方
へ引張ることにより前記接合部を螺旋状に破壊す
ることを特徴とする螺旋管の解体方法。
1. The above-mentioned engagement is achieved by spirally winding a band-shaped body having a longitudinal engagement rib on one longitudinal end edge of the base and a longitudinal socket for receiving the engagement rib on the other end edge. A method for dismantling a helical pipe having a joint in which a coupling rib and a socket are engaged with each other, the method comprising: a core buried in a wall at or near the engagement rib or a wall at or near the socket; A method for dismantling a helical tube, characterized in that the joint portion is destroyed in a spiral shape by pulling a wire outward or inward of the helical tube.
JP1337975A 1989-12-25 1989-12-25 Disassembly of spiral pipe Granted JPH02186185A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1337975A JPH02186185A (en) 1989-12-25 1989-12-25 Disassembly of spiral pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1337975A JPH02186185A (en) 1989-12-25 1989-12-25 Disassembly of spiral pipe

Publications (2)

Publication Number Publication Date
JPH02186185A JPH02186185A (en) 1990-07-20
JPH0260914B2 true JPH0260914B2 (en) 1990-12-18

Family

ID=18313760

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1337975A Granted JPH02186185A (en) 1989-12-25 1989-12-25 Disassembly of spiral pipe

Country Status (1)

Country Link
JP (1) JPH02186185A (en)

Also Published As

Publication number Publication date
JPH02186185A (en) 1990-07-20

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