JPH1182812A - Multiple thread pipe joint utilizing bag body - Google Patents
Multiple thread pipe joint utilizing bag bodyInfo
- Publication number
- JPH1182812A JPH1182812A JP25792297A JP25792297A JPH1182812A JP H1182812 A JPH1182812 A JP H1182812A JP 25792297 A JP25792297 A JP 25792297A JP 25792297 A JP25792297 A JP 25792297A JP H1182812 A JPH1182812 A JP H1182812A
- Authority
- JP
- Japan
- Prior art keywords
- hole
- bag
- tube
- bag body
- pipe
- 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.)
- Withdrawn
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Flanged Joints, Insulating Joints, And Other Joints (AREA)
- Supports For Pipes And Cables (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、電線の保護管やそ
の他の管を平行して多数敷設する多条管敷設工事におい
て、互いに平行して敷設される複数の管を簡単に能率よ
く接続することを可能とした多条管継手に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction of a multi-strand pipe for laying a large number of protection pipes for electric wires and other pipes in parallel, and to easily and efficiently connect a plurality of pipes laid in parallel with each other. The present invention relates to a multi-section pipe joint that has made it possible.
【0002】[0002]
【従来の技術】従来、電線保護管等を平行して多数敷設
する多条管敷設工事において管を接続する際には、図
6、図7に示すようなソケット継手21やソケット付き
管22を利用し、1本毎に入力により挿入して行われて
いた。その際、接続面には接着剤を充填したり又はゴム
リング23を使用し、止水性を確保していた。後者のゴ
ムリング23を使用したものはソケット長を長くしてス
ライド可能とした伸縮継手として用いられる場合があ
る。また、管4とマンホール本体26との取り付け部
は、従来、マンホール取り付け管24(ラッパ管)の
管端部に管4の端部を位置合わせして配置した後、外側
に型枠を組んでモルタル等を打設し、マンホール本体2
6と一体化させたり、図8に示すように、マンホール
取り付け管24を組み込んだコンクリートパネル25を
作成し、マンホール本体26にコンクリートパネル25
をボルト等によって接合するような方法で施工されてい
る。2. Description of the Related Art Conventionally, when connecting pipes in a multi-strand pipe laying work in which a large number of wire protection pipes are laid in parallel, a socket joint 21 or a pipe 22 with a socket as shown in FIGS. It is used and inserted by inputting one by one. At that time, the connection surface was filled with an adhesive or a rubber ring 23 was used to ensure water stopping. The one using the latter rubber ring 23 may be used as an expansion joint that is slidable by increasing the socket length. Conventionally, the attachment portion between the pipe 4 and the manhole main body 26 is arranged by aligning the end of the pipe 4 with the end of the manhole attachment pipe 24 (wrapper pipe), and then assembling a formwork on the outside. Place mortar, etc., and manhole body 2
8, or as shown in FIG. 8, a concrete panel 25 incorporating a manhole mounting pipe 24 is prepared, and a concrete panel 25 is
Are connected by bolts or the like.
【0003】[0003]
【発明が解決しようとする課題】前記従来の管継手で
は、多条管を接続する際、1本毎に管の接続作業を行う
必要があり、しかもこの作業は狭い空間で行うため作業
能率が悪いという課題があった。また、接続作業時に管
の端部をソケットに挿入する際には比較的大きな押し込
み力を要するため、このためこの反力を確保しなければ
ならないという課題もあった。さらに、マンホール取り
付け部では、複雑な型枠を製作してコンクリート打設作
業を行う必要があり、作業が煩雑となるという課題があ
った。本発明は従来技術の課題を解消して、多条管の接
続作業を一括して簡単に行うことができる多条管継手を
提供することを目的としたものである。In the above-mentioned conventional pipe joint, when connecting multiple pipes, it is necessary to perform pipe connection work for each pipe, and since this work is performed in a narrow space, the work efficiency is low. There was a problem that was bad. In addition, since a relatively large pushing force is required to insert the end of the tube into the socket during the connection operation, there has been a problem that this reaction force must be ensured. Furthermore, in the manhole attachment section, it is necessary to manufacture a complicated formwork and perform concrete placing work, which has a problem that the work is complicated. SUMMARY OF THE INVENTION An object of the present invention is to solve the problems of the prior art and to provide a multi-row pipe joint capable of easily and collectively connecting multi-row pipes.
【0004】[0004]
【課題を解決するための手段】前記の目的を達成する手
段として、本発明は以下の構成を要旨とした。本発明
は、注入孔11と排出孔12を備えた袋体1に、複数の
貫通孔2が一体として設けられており、この貫通孔2に
管体4の端部を差し込んだ後、注入孔11から袋体1内
に流動状態の充填材3を注入して該充填材3を固化さ
せ、管体4を拘束接続することを特徴とする袋体を利用
した多条管継手である。なお、継手強度を確保するには
貫通孔2の長さを管体4の外径の2倍以上とするのが望
ましい。また、貫通孔部の袋体1aに織布で製作された
ものを使用すると、貫通孔2内における袋体の収縮変形
が確実に得られ継手の止水性および継手強度を高めるこ
とができる。また、貫通孔2に差し込まれる管体4部の
外周に管体4の外径にほぼ等しい内径のゴムスリーブ6
を装着したり、貫通孔2に差し込まれる管体4部の外周
に止水リング5を装着すると、止水性を有する伸縮継手
とすることができる。袋体1内に充填する充填材3は膨
張モルタルや発泡モルタル等の膨張性を有するセメント
系材料を使用するのが望ましい。本発明の多条管継手を
マンホールに適用する場合は、袋体1の貫通孔面の一方
がマンホールの側壁に取り付け可能とされ、マンホール
側の貫通孔2内にラッパ管10が差し込まれた構成にす
る。As a means for achieving the above object, the present invention has the following constitution. In the present invention, a plurality of through-holes 2 are integrally provided in a bag 1 having an injection hole 11 and a discharge hole 12, and after the end of the tube 4 is inserted into the through-hole 2, the injection hole is formed. This is a multi-tube joint using a bag, characterized in that a filling material 3 in a flowing state is poured into the bag 1 from 11 and the filling 3 is solidified and the tube 4 is restrained and connected. In order to secure the joint strength, it is desirable that the length of the through-hole 2 be twice or more the outer diameter of the tube 4. When a bag made of woven fabric is used for the bag 1a in the through hole, shrinkage deformation of the bag in the through hole 2 can be reliably obtained, and the waterproofness and joint strength of the joint can be increased. A rubber sleeve 6 having an inner diameter substantially equal to the outer diameter of the tube 4 is provided around the outer periphery of the tube 4 inserted into the through hole 2.
When the watertight ring 5 is mounted on the outer periphery of the pipe 4 part inserted into the through hole 2, a watertight expansion joint can be obtained. As the filler 3 to be filled in the bag 1, it is desirable to use an expandable cement-based material such as expanded mortar or expanded mortar. When the multi-section pipe joint of the present invention is applied to a manhole, one of the through-hole surfaces of the bag body 1 can be attached to the side wall of the manhole, and the trumpet tube 10 is inserted into the through-hole 2 on the manhole side. To
【0005】[0005]
【作用】本発明の多条管継手は、あらかじめ製作された
注入孔11と排出孔12を備え、側面に複数の貫通孔2
を有する軽くて柔軟性を有する袋体1からなり、この袋
体1を管の敷設現場に持ち込み、袋体1の貫通孔2に接
続する管体4の端部を挿入した後、注入孔から袋体1の
内部に流動状態の充填材3(膨張性物質)を注入し、該
充填材3を固化させるのみで一括して多数の管体4を同
時に接続するものである。すなわち、袋体1の中に充填
された充填材3により各貫通孔部の袋体1aが膨張する
とともに貫通孔2が縮径され、各貫通孔2部に差し込ま
れた管体4の端部外周に貫通孔2部の袋体1が密接状態
で充填材3が固化して拘束し、止水性および継手強度が
確保された管体4の接続が得られる。The multi-pipe joint according to the present invention has an injection hole 11 and a discharge hole 12 manufactured in advance, and has a plurality of through holes 2 on the side surface.
After the bag 1 is brought to the pipe laying site and the end of the tube 4 connected to the through hole 2 of the bag 1 is inserted, the bag 1 is inserted through the injection hole. The filling material 3 (expandable substance) in a fluidized state is injected into the bag body 1 and a large number of pipes 4 are simultaneously connected collectively only by solidifying the filling material 3. That is, the bag 3a filled in the bag 1 expands the bag 1a in each through-hole, the diameter of the through-hole 2 is reduced, and the end of the tube 4 inserted into each of the through-holes 2 The filler 3 is solidified and constrained in a state where the bag body 1 of the through-hole 2 part is in close contact with the outer periphery, and the connection of the pipe body 4 in which the water stoppage and the joint strength are secured is obtained.
【0006】なお、貫通孔部の袋体1aの材質は織布で
製作されたような収縮変形しやすいものを用いると、し
わが生じなくて管体4の外周に良好に密接することがで
きる。また、貫通孔2に差し込まれる管体4部の外周に
管体4の外径にほぼ等しい内径のゴムスリーブ6を装着
したり、貫通孔2に差し込まれる管体4部の外周に止水
リング5を装着すると、これらの部材の弾性変形により
止水性を保持しつつ管体4の伸縮機能が発揮できるた
め、管体4の温度変化時の伸縮や、地盤の不等沈下、地
震時の地盤変形に管体4を追随させることができ伸縮継
手、耐震性継手とすることができる。袋体1は柔軟性を
有するため、管4の接続作業にあたっては高い芯出し位
置決め精度を必要とせず、容器に貫通孔2に管体4を差
し込むことができる。また、袋体1の充填材3に膨張性
物質を用いても管体4に過大な締め付け応力が生じるこ
とがない。If the bag 1a of the through hole is made of a woven fabric and is easily contracted and deformed, the bag 1a can be in good contact with the outer periphery of the tube 4 without wrinkles. . Further, a rubber sleeve 6 having an inner diameter substantially equal to the outer diameter of the tube 4 is attached to the outer periphery of the tube 4 inserted into the through hole 2, or a water blocking ring is attached to the outer periphery of the tube 4 inserted into the through hole 2. When the tube 5 is attached, the elastic function of these members allows the tubular member 4 to exhibit the expansion and contraction function while maintaining the water blocking property. Therefore, expansion and contraction when the temperature of the tube 4 changes, uneven settlement of the ground, The tube 4 can follow the deformation, and can be an expansion joint and a seismic joint. Since the bag 1 has flexibility, the pipe 4 can be inserted into the through-hole 2 into the container without requiring high centering positioning accuracy when connecting the pipe 4. Further, even if an inflatable substance is used for the filler 3 of the bag body 1, no excessive tightening stress is generated in the tube body 4.
【0007】[0007]
【発明の実施の形態】以下、本発明にかかる袋体を利用
した多条管継手の実施形態について説明する。本発明に
かかる多条管継手は、図1に示すように、外形が四角形
の袋体1の管の敷設方向の側面に多数(実施例では9
個)の円形の貫通孔2が形成され、他の側面の下部に袋
体1に充填材を注入するための注入孔11とこれに接続
された耐圧ホース1cが接続されており、上面には空気
抜きおよび充填材の充填状況をチエックするためチュー
ブ1dが接続された排出孔12が設けられている。貫通
孔2には左右から管体4の端部が差し込まれ、袋体1内
に充填された充填材3で管の外周が拘束されて接続され
ている。なお、袋体1の外形は円筒状にしてもよい。本
発明の袋体1は合成樹脂や布地に樹脂等を含浸させたも
のやゴム等からなる適度な厚さのシートを張り合わせ接
着または縫製により成形して製作したものを用いる。こ
こで、適度な厚さとは内部に充填する充填材3に対する
耐圧強度があり、かつ袋体1が過度に膨張することがな
く、内部の空気を抜いた状態では折り畳める程度の柔軟
性がある厚さをいい、約1mm程度である。また、袋体
1の生地は不透水性のものにした方がよいが、充填材3
の水分が滲み出る程度の透水性を有するものでもよい。
セメント系充填材を使用する場合はむしろわずかの透水
性があった方が減水作用による強度増大が期待できる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a multi-tube joint using a bag according to the present invention will be described below. As shown in FIG. 1, the multiple-pipe joint according to the present invention has a large number (9 in the embodiment) on the side face in the pipe laying direction of the bag 1 having a rectangular external shape.
) Are formed, and an injection hole 11 for injecting the filler into the bag 1 and a pressure-resistant hose 1c connected thereto are connected to the lower part of the other side surface, and the upper surface is formed on the upper surface. A discharge hole 12 to which the tube 1d is connected is provided for checking the air release and the filling state of the filler. The ends of the tube 4 are inserted into the through holes 2 from the left and right, and the outer periphery of the tube is connected with the filler 3 filled in the bag 1 while being restrained. The outer shape of the bag 1 may be cylindrical. The bag 1 of the present invention is made of a synthetic resin or cloth impregnated with a resin or the like, or a sheet made of rubber or the like having an appropriate thickness and laminated and bonded or formed by sewing. Here, the appropriate thickness means a thickness which has a pressure resistance against the filler 3 to be filled therein, and has a degree of flexibility such that the bag 1 does not expand excessively and can be folded in a state where the inside air is evacuated. It is about 1 mm. Further, it is preferable that the cloth of the bag body 1 be made of water-impermeable material.
It may have a water permeability such that the moisture of the water oozes out.
In the case of using a cement-based filler, an increase in strength due to a water-reducing action can be expected if there is a slight water permeability.
【0008】袋体1の貫通孔2は管体4の接続において
重要な役割を持つ。貫通孔2は内部に充填材3を注入し
ない状態では管体4の外径より僅かに大きい内径にして
管体4の差込作業を容易にできるようにするとともに、
充填材3を注入した状態では袋体1が膨張して貫通孔2
径が縮径し、管体4外周に密接するようにする必要があ
る。貫通孔2の長さ、すなわち管体4端部の接続長はあ
まり短いと管体4の接続強度および止水性の性能が十分
発揮できないためできるだけ長くした方がよいが、袋体
1が大きくなり内部に充填する材料も多量となってしま
う。従って、管体4の直径と同じ長さを接続長として貫
通孔2の長さはその2倍程度にするのが好ましい。ま
た、貫通孔部の袋体1aは管体4外周との隙間が大きい
と、貫通孔2径が縮径し管体4外周に密接する際、しわ
が生じやすい。このため、貫通孔部の袋体1aの材料は
周方向に収縮性を有する織布等を用いるのが望ましい。The through hole 2 of the bag 1 plays an important role in connecting the tube 4. The through hole 2 has an inner diameter slightly larger than the outer diameter of the tube 4 when the filler 3 is not injected into the through hole 2 so that the pipe 4 can be easily inserted.
In the state where the filler 3 is injected, the bag 1 expands and the through-hole 2
It is necessary to reduce the diameter so that it comes into close contact with the outer periphery of the tube 4. If the length of the through hole 2, that is, the connection length at the end of the tube 4 is too short, the connection strength and the water-stopping performance of the tube 4 cannot be sufficiently exhibited, so it is better to make the length as long as possible. The amount of material to be filled into the inside becomes large. Therefore, it is preferable that the length of the through hole 2 is about twice as long as the connection length is the same length as the diameter of the tube 4. Also, if the gap between the bag body 1a of the through hole and the outer periphery of the tube 4 is large, the diameter of the through hole 2 is reduced and wrinkles are likely to occur when the bag 1a comes into close contact with the outer periphery of the tube 4. For this reason, it is desirable to use a woven cloth or the like that has a shrinkage property in the circumferential direction as the material of the bag body 1a in the through hole.
【0009】また、図2に示すように貫通孔2に差し込
まれる管体4部の外周に管体4の外径とほぼ等しい内径
のゴムスリーブ6またはゴム製の止水リング5を装着す
ると管体接続部の止水性を高め、かつ伸縮機能を持たせ
ることができ、伸縮継手や耐震性継手として用いること
ができる。ゴムスリーブ6とゴム製の止水リング5の両
方を装着すると、さらにその効果は大きくなる。なお、
伸縮継手とする場合は貫通孔2の長さは設計伸縮量を確
保する必要がある。袋体1の中に充填する充填材3は注
入時には流動状態で時間の経過に従って固化するものを
用いる。継手強度および止水性能を高めるうえからは膨
張性を有するものにした方が望ましい。この条件に適合
する材料としては、費用・取り扱い易さの面からは膨張
性セメント材を用いた膨張セメントミルク、膨張モルタ
ル、発泡モルタル(エアモルタル)の使用が好ましい。
この他セメント系以外では発泡ウレタン等の合成樹脂系
の材料や石灰系の使用が考えられる。As shown in FIG. 2, when a rubber sleeve 6 or a rubber waterproof ring 5 having an inner diameter substantially equal to the outer diameter of the tube 4 is attached to the outer periphery of the tube 4 inserted into the through hole 2, the tube is inserted. It can enhance the water stopping property of the body connection part and have a function of expansion and contraction, and can be used as an expansion joint and an earthquake-resistant joint. When both the rubber sleeve 6 and the rubber waterproof ring 5 are mounted, the effect is further enhanced. In addition,
In the case of an expansion joint, the length of the through hole 2 needs to ensure the designed expansion and contraction amount. As the filling material 3 to be filled in the bag body 1, a material which solidifies with the passage of time in a flowing state at the time of injection is used. From the viewpoint of increasing the joint strength and the water stopping performance, it is desirable to have a swelling property. From the viewpoint of cost and ease of handling, it is preferable to use expanded cement milk, expanded mortar, and expanded mortar (air mortar) using an expandable cement material as materials suitable for this condition.
Other than the cement type, use of a synthetic resin type material such as urethane foam or a lime type may be considered.
【0010】[0010]
(実施例1)次に、本発明に係る袋体を利用した多条管
継手の実施例について施工方法を含めて説明する。図1
に示す実施例は9本の平行する多条管を直列に突き合わ
せ接続したものである。この例に示す多条管継手は以下
の手順で示される。まず、外形が四角形の袋体1の管の
敷設方向の側面に多数(実施例では9個)の円形の貫通
孔2が形成され、他の側面の下部に袋体1に充填材3を
注入するための注入孔11とこれに接続された耐圧ホー
ス1cが接続され、上面には空気抜きおよび充填材の充
填状況をチエックするためのチューブ1dが接続された
排出孔12が設けられている袋体1を折り畳んだ状態で
管の敷設現場に搬入し、注入孔11または排出孔12か
ら空気を送り袋体1を軽く空気で膨らませておく。次
に、袋体の貫通孔2に管体4を貫通させ、各管体4の端
部の管外径と同程度の長さの部分に止水リング5と管外
径にほぼ等しい内径のゴムスリーブ6を装着して突き合
わせた後、各管体4の端部が袋体1の貫通孔2部のほぼ
中央に来るよう、袋体1を引き戻す。このとき、ゴムス
リーブ6に管体4を挿入しやすいように、ゴムスリーブ
6の端部内面を面取り加工しておくのが好ましい。な
お、伸縮機能を要しない場合は止水リング5、ゴムスリ
ーブ6はなくてもよい、各管体4の端部を袋体1の貫通
孔部2のほぼ中央まで差し込むだけでもよい。次に、排
出孔12から袋体1内の空気を排出しつつ、注入孔11
に接続された耐圧ホース1cから流動状態のセメントミ
ルク等の充填材3を注入する。袋体1上面の排出孔12
に接続されたチューブ1dまで充填材が到達したら充填
作業を終え、図示しないバルブ等により耐圧ホース1c
及び空気抜きチューブ1dを閉じて密封しておく。袋体
1内部の充填材3の養生時間が過ぎ硬化したら各管体4
は貫通孔2部で拘束接続された状態となる。(Embodiment 1) Next, an embodiment of a multi-row pipe joint using a bag according to the present invention will be described including a construction method. FIG.
In the embodiment shown in FIG. 7, nine parallel multi-walled tubes are connected in series and butt-connected. The multi-row joint shown in this example is shown by the following procedure. First, a large number (9 in the embodiment) of circular through-holes 2 are formed on the side surface of the bag body 1 having a quadrangular shape in the laying direction of the pipe, and the filler 3 is injected into the bag body 1 at the lower part of the other side surface. And a pressure-resistant hose 1c connected thereto, and an upper surface provided with a discharge hole 12 connected to a tube 1d for checking the air release and the filling state of the filler. The airbag 1 is transported to the pipe laying site in a folded state, and air is sent from the inlet 11 or the outlet 12 to lightly inflate the bag 1 with air. Next, the pipes 4 are passed through the through-holes 2 of the bag body, and the water stop ring 5 and an inner diameter substantially equal to the outer diameter of the pipes are formed at the ends of each of the pipes 4 at the same length as the outer diameter of the pipes. After the rubber sleeves 6 are attached and butted, the bag 1 is pulled back so that the end of each tube 4 is substantially at the center of the through hole 2 of the bag 1. At this time, it is preferable to chamfer the inner surface of the end of the rubber sleeve 6 so that the tube 4 can be easily inserted into the rubber sleeve 6. In the case where the telescopic function is not required, the water stop ring 5 and the rubber sleeve 6 may not be provided, and the end of each tube 4 may be merely inserted almost to the center of the through hole 2 of the bag 1. Next, while discharging the air in the bag 1 from the discharge hole 12,
The filling material 3 such as cement milk in a flowing state is injected from a pressure-resistant hose 1c connected to the hose. Exhaust hole 12 on top of bag 1
When the filling material reaches the tube 1d connected to the tube, the filling operation is completed, and the pressure-resistant hose 1c is opened by a valve (not shown).
And the air release tube 1d is closed and sealed. When the curing time of the filler 3 inside the bag 1 has passed and the resin has hardened, each tube 4
Are in a state of being restrictedly connected by the two through holes.
【0011】(実施例2)次に、本発明にかかる袋体を
利用した多条管継手をマンホール部に適用した実施例に
ついて説明する。図5はマンホールの一つの側壁に取り
付けられる袋体を利用した多条管継手の斜視断面図であ
る。前記の実施例1と異なるところは、袋体1の貫通孔
面の一方がマンホールの側壁に取り付け可能なようにボ
ルト孔を有する鋼板、またはコンクリート板等からなる
フランジ8が接合されており、マンホール側の貫通孔2
内にラッパ管10が差し込まれている点である。ラッパ
管10は管体4内に挿通する電線を傷つけないように出
入り口を曲線状に拡げたものである。上記以外は実施例
1とほぼ同様であるため、説明を省略する。なお、本発
明の多条管継手を上記実施例2のように管体とマンホー
ルに不等沈下が生じるようなところに適用する場合は、
止水性を保持して、伸縮機能を有する必要があるため止
水リング5やゴムスリーブ6を用いた方がよい。(Embodiment 2) Next, a description will be given of an embodiment in which a multi-row pipe joint using a bag according to the present invention is applied to a manhole portion. FIG. 5 is a perspective sectional view of a multi-tube fitting using a bag attached to one side wall of a manhole. The difference from the first embodiment is that a flange 8 made of a steel plate having a bolt hole or a concrete plate is joined so that one of the through-hole surfaces of the bag body 1 can be attached to the side wall of the manhole. Side through hole 2
Is that the trumpet tube 10 is inserted therein. The trumpet tube 10 has a curved opening at the entrance so as not to damage the electric wire inserted into the tube 4. Except for the above, the configuration is almost the same as that of the first embodiment, and the description is omitted. In the case where the multi-section pipe joint of the present invention is applied to a place where uneven settlement occurs in the pipe body and the manhole as in the second embodiment,
It is necessary to use the water-stop ring 5 and the rubber sleeve 6 because it is necessary to maintain the water-stopping property and to have the expansion / contraction function.
【0012】[0012]
【発明の効果】本発明の多条管継手は、軽くて柔軟性を
有する袋体を管の敷設現場に持ち込み、軽く膨らました
袋体の貫通孔に管体の端部を容易に挿入した後、注入孔
から袋体の内部に流動状態の充填材(膨張性物質)を注
入し、該充填材を固化させるのみで一括して多数の管体
を同時に接続できるため作業がきわめて簡単で能率がよ
い。また、貫通孔部の袋体材質は織布で製作されたよう
な収縮変形しやすいものを用いると、しわが生じなくて
管体の外周に良好に密接することができる。さらに、貫
通孔に差し込まれる管体部の外周に管体の外径にほぼ等
しい内径のゴムスリーブを装着したり、貫通孔に差し込
まれる管体部の外周に止水リングを装着すると、これら
の部材の弾性変形により止水性を保持しつつ管体の伸縮
機能が発揮できるため、管体の温度変化時の伸縮や、地
盤の不等沈下、地震時の地盤変形に管体を追随させるこ
とができる伸縮継手、耐震性継手とすることができる。
袋体は柔軟性を有するため、管の接続作業にあたっては
高い芯出し位置決め精度を必要とせず、容易に貫通孔に
管体を差し込むことができ、従来技術のような反力体を
必要としない。According to the multi-joint pipe joint of the present invention, a light and flexible bag is brought to the pipe laying site, and the end of the tube is easily inserted into the through hole of the lightly expanded bag. Injecting a flowable filler (expandable substance) into the bag from the injection hole, and solidifying the filler allows simultaneous connection of a large number of pipes at the same time, making the operation extremely simple and efficient. Good. If the bag material of the through-hole portion is made of a woven fabric that is easily contracted and deformed, it can be in good contact with the outer periphery of the tube without wrinkling. Further, when a rubber sleeve having an inner diameter substantially equal to the outer diameter of the tubular body is attached to the outer periphery of the tubular portion inserted into the through hole, or a waterproof ring is attached to the outer periphery of the tubular portion inserted into the through hole, these The elastic deformation of the members allows the tube to expand and contract while maintaining the water-stopping property, so that the tube can follow the expansion and contraction when the temperature of the tube changes, the uneven settlement of the ground, and the deformation of the ground during an earthquake. Expansion joints and earthquake-resistant joints.
Since the bag body has flexibility, it does not require high centering positioning accuracy when connecting pipes, and can easily insert the pipe body into the through-hole, and does not require a reaction force body as in the prior art. .
【図1】本発明の実施例1で、袋体継手を利用して多条
管を直列に接続した斜視図である。FIG. 1 is a perspective view of a first embodiment of the present invention in which multiple tubes are connected in series using a bag joint.
【図2】図1の袋体継手貫通部の斜視断面図である。FIG. 2 is a perspective sectional view of a bag body joint penetrating portion of FIG. 1;
【図3】図1の袋体継手貫通部の斜視断面図で、止水リ
ングを省略した例である。FIG. 3 is a perspective cross-sectional view of a bag body joint penetrating portion in FIG. 1, which is an example in which a water blocking ring is omitted.
【図4】図1の袋体継手貫通部の斜視断面図で、止水リ
ングとゴムスリーブを省略した例である。FIG. 4 is a perspective sectional view of a bag body joint penetrating portion in FIG. 1, which is an example in which a water blocking ring and a rubber sleeve are omitted.
【図5】本発明の実施例2で、マンホール接続部に本発
明の袋体継手を適用した例の斜視断面図である。FIG. 5 is a perspective sectional view of an example in which the bag joint of the present invention is applied to a manhole connecting portion in Example 2 of the present invention.
【図6】従来例を示す斜視断面図である。FIG. 6 is a perspective sectional view showing a conventional example.
【図7】従来例を示す斜視断面図である。FIG. 7 is a perspective sectional view showing a conventional example.
【図7】従来例を示す斜視図である。FIG. 7 is a perspective view showing a conventional example.
1 袋体 1a 貫通孔部の袋体 1c 耐圧ホース 1d 空気抜きチューブ 2 貫通孔 3 充填材 4 管体 5 止水リング 6 ゴムスリーブ 8 フランジ 10 ラッパ管 11 注入孔 12 排出孔 21 ソケット継手 22 ソケット付き管 23 ゴムリング 24 マンホール取り付け管 25 コンクリートパネル 26 マンホール本体 DESCRIPTION OF SYMBOLS 1 Bag body 1a Bag body of a through-hole part 1c Pressure-resistant hose 1d Air bleeding tube 2 Through-hole 3 Filler 4 Tube body 5 Water stop ring 6 Rubber sleeve 8 Flange 10 Wrapper tube 11 Injection hole 12 Discharge hole 21 Socket joint 22 Pipe with socket 23 Rubber ring 24 Manhole mounting pipe 25 Concrete panel 26 Manhole body
─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───
【手続補正書】[Procedure amendment]
【提出日】平成9年11月28日[Submission date] November 28, 1997
【手続補正1】[Procedure amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】図面の簡単な説明[Correction target item name] Brief description of drawings
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【図面の簡単な説明】[Brief description of the drawings]
【図1】本発明の実施例1で、袋体継手を利用して多条
管を直列に接続した斜視図である。FIG. 1 is a perspective view of a first embodiment of the present invention in which multiple tubes are connected in series using a bag joint.
【図2】図1の袋体継手貫通部の斜視断面図である。FIG. 2 is a perspective sectional view of a bag body joint penetrating portion of FIG. 1;
【図3】図1の袋体継手貫通部の斜視断面図で、止水リ
ングを省略した例である。FIG. 3 is a perspective cross-sectional view of a bag body joint penetrating portion in FIG. 1, which is an example in which a water blocking ring is omitted.
【図4】図1の袋体継手貫通部の斜視断面図で、止水リ
ングとゴムスリーブを省略した例である。FIG. 4 is a perspective sectional view of a bag body joint penetrating portion in FIG. 1, which is an example in which a water blocking ring and a rubber sleeve are omitted.
【図5】本発明の実施例2で、マンホール接続部に本発
明の袋体継手を適用した例の斜視断面図である。FIG. 5 is a perspective sectional view of an example in which the bag joint of the present invention is applied to a manhole connecting portion in Example 2 of the present invention.
【図6】従来例の、ソケット継手を利用する場合を示す
斜視断面図である。FIG. 6 is a perspective sectional view showing a conventional example in which a socket joint is used .
【図7】従来例の、ソケット付き管を利用する場合を示
す斜視断面図である。FIG. 7 is a perspective cross-sectional view showing a conventional example using a tube with a socket .
【図8】従来例の、マンホール本体にコンクリートパネ
ルをボルト等により接合する場合を示す斜視図である。FIG. 8 shows a conventional example in which a concrete panel is mounted on a manhole body.
FIG. 4 is a perspective view showing a case where the screws are joined by bolts or the like .
【符号の説明】 1 袋体 1a 貫通孔部の袋体 1c 耐圧ホース 1d 空気抜きチューブ 2 貫通孔 3 充填材 4 管体 5 止水リング 6 ゴムスリーブ 8 フランジ 10 ラッパ管 11 注入孔 12 排出孔 21 ソケット継手 22 ソケット付き管 23 ゴムリング 24 マンホール取り付け管 25 コンクリートパネル 26 マンホール本体[Description of Signs] 1 bag body 1a bag body with through hole 1c pressure-resistant hose 1d air vent tube 2 through hole 3 filler 4 tube 5 water stop ring 6 rubber sleeve 8 flange 10 trumpet tube 11 injection hole 12 discharge hole 21 socket Joint 22 Pipe with socket 23 Rubber ring 24 Manhole mounting pipe 25 Concrete panel 26 Manhole body
───────────────────────────────────────────────────── フロントページの続き (72)発明者 望月 孝 東京都千代田区大手町2−6−3 新日本 製鐵株式会社内 ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Takashi Mochizuki Nippon Steel Corporation 2-6-3 Otemachi, Chiyoda-ku, Tokyo
Claims (7)
貫通孔が一体として設けられており、この貫通孔に管体
の端部を差し込んだ後、前記注入孔から袋体内に流動状
態の充填材を注入し、該充填材を固化させて管体を拘束
接続することを特徴とする袋体を利用した多条管継手。1. A bag provided with an injection hole and a discharge hole is provided with a plurality of through-holes integrally, and after inserting an end of a tube into the through-hole, the bag is inserted into the bag from the injection hole. A multi-section pipe joint using a bag, characterized by injecting a filler in a flowing state, solidifying the filler, and restricting and connecting the pipe.
したことを特徴とする請求項1記載の袋体を利用した多
条管継手。2. The multiple tube joint using a bag according to claim 1, wherein the length of the through hole is at least twice the outer diameter of the tube.
内に充填する充填材の圧力で収縮変形可能としたことを
特徴とする請求項1、又は請求項2記載の袋体を利用し
た多条管継手。3. The bag body according to claim 1, wherein the bag body of the through-hole portion is made of woven cloth, and can be contracted and deformed by the pressure of a filler filling the bag body. Multi-joint fittings using
ムスリーブを装着したことを特徴とする請求項1、請求
項2、又は請求項3記載の袋体を利用した多条管継手。4. A multi-joint pipe joint using a bag according to claim 1, wherein a rubber sleeve is attached to an outer periphery of a pipe portion inserted into the through hole.
水リングを装着したことを特徴とする請求項1、請求項
2、請求項3、又は請求項4記載の袋体を利用した多条
管継手。5. A bag body according to claim 1, wherein a water stop ring is attached to an outer periphery of a tubular body portion inserted into the through hole. Multi-section pipe fittings.
するセメント系材料であることを特徴とする請求項1、
請求項2、請求項3、請求項4、又は請求項5記載の袋
体を利用した多条管継手。6. The method according to claim 1, wherein the filler to be filled in the bag body is an expandable cement-based material.
A multi-tube joint using the bag according to claim 2, 3, 4, or 5.
壁に取り付け可能とされ、マンホール側の貫通孔内にラ
ッパ管が差し込まれていることを特徴とする請求項1、
請求項2、請求項3、請求項4、請求項5、又は請求項
6記載の袋体を利用した多条管継手。7. The bag according to claim 1, wherein one of the through-hole surfaces of the bag is attachable to a side wall of the manhole, and a trumpet tube is inserted into the through-hole on the manhole side.
A multi-tube joint using the bag according to claim 2, claim 3, claim 4, claim 5, or claim 6.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25792297A JPH1182812A (en) | 1997-09-08 | 1997-09-08 | Multiple thread pipe joint utilizing bag body |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25792297A JPH1182812A (en) | 1997-09-08 | 1997-09-08 | Multiple thread pipe joint utilizing bag body |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH1182812A true JPH1182812A (en) | 1999-03-26 |
Family
ID=17313063
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP25792297A Withdrawn JPH1182812A (en) | 1997-09-08 | 1997-09-08 | Multiple thread pipe joint utilizing bag body |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH1182812A (en) |
-
1997
- 1997-09-08 JP JP25792297A patent/JPH1182812A/en not_active Withdrawn
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