JPH0547352Y2 - - Google Patents
Info
- Publication number
- JPH0547352Y2 JPH0547352Y2 JP1988092412U JP9241288U JPH0547352Y2 JP H0547352 Y2 JPH0547352 Y2 JP H0547352Y2 JP 1988092412 U JP1988092412 U JP 1988092412U JP 9241288 U JP9241288 U JP 9241288U JP H0547352 Y2 JPH0547352 Y2 JP H0547352Y2
- Authority
- JP
- Japan
- Prior art keywords
- propulsion
- tube
- threaded portion
- sleeve
- 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.)
- Expired - Lifetime
Links
- 239000003566 sealing material Substances 0.000 claims description 11
- 229920003002 synthetic resin Polymers 0.000 claims description 9
- 239000000057 synthetic resin Substances 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 8
- 239000002184 metal Substances 0.000 claims description 4
- 229910052751 metal Inorganic materials 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 244000309466 calf Species 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000007789 sealing Methods 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 238000009933 burial Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000010865 sewage Substances 0.000 description 3
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000001141 propulsive effect Effects 0.000 description 2
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
Landscapes
- Branch Pipes, Bends, And The Like (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
この考案は推進工法により地中へ埋設される合
成樹脂管の継手装置に関する。[Detailed description of the invention] [Industrial field of application] This invention relates to a coupling device for synthetic resin pipes buried underground by the propulsion method.
従来硬質塩化ビニール管のような合成樹脂管
は、軽量で、かつ耐蝕性に優れていることから、
上下水道などの配管材料として多用されている
が、撓性管であるため、ヒコーム管や陶管、鋼
管、鋳鉄管などの剛性管のように推進工法により
地中へ埋設することができない。
Conventional synthetic resin pipes such as hard vinyl chloride pipes are lightweight and have excellent corrosion resistance, so
It is widely used as a piping material for water and sewage systems, but because it is a flexible pipe, it cannot be buried underground using the propulsion method like rigid pipes such as Hiccomb pipes, ceramic pipes, steel pipes, and cast iron pipes.
このため従来ではもつぱら開削工法により地中
へ埋設しているが、上下水道管のように道路下へ
埋設することの多い配管では、道路を占拠する開
削工法は交通渋滞を招く等の不具合があつた。 For this reason, conventionally, they are buried underground using the open-cut construction method, but for pipes such as water and sewage pipes, which are often buried under roads, the open-cut construction method, which occupies the road, has problems such as causing traffic congestion. It was hot.
かかる不具合を改善するため、推進する管体に
大きな力を作用させずに管体の推進を可能とした
推進装置や推進工法が開発され、硬質塩化ビニー
ル管のような撓性管も推進工法により埋設するこ
とができるようになつた。 In order to improve this problem, propulsion devices and propulsion methods have been developed that enable the propulsion of pipes without applying large forces to the pipes being propelled. It is now possible to bury it.
しかし従来推進工法により地中へ埋設される管
体の継手は第5図イに示すように互に突き合され
た管体a,bの接続部をスリーブcで液密に接合
したり、第5図bに示すように各管体a,bの間
のねじ接続しているのに対して、従来合成樹脂管
の接続に用いられる継手は、第6図イ,ロ,ハに
示すように、継手dの部分が管体a,bの外周よ
りhだけ突出するため、推進時、上記継手dが通
過できる内径の孔を推進ヘツドらより削孔する必
要があり、従つて第7図に示す推進ヘツドeの外
径D0と継手dの外径D1の関係はD0D1>Dとな
るように設定されている。なおDは管体a,bの
外径。
However, as shown in Fig. 5A, joints for pipe bodies buried underground using the conventional propulsion method involve liquid-tightly joining the joints of pipe bodies a and b that are butted against each other with a sleeve c, or As shown in Fig. 5b, the pipes a and b are connected by threads, whereas the joints conventionally used to connect synthetic resin pipes are as shown in Fig. 6 a, b, and c. , since the joint d protrudes from the outer periphery of the tubes a and b by h, it is necessary to drill a hole from the propulsion head with an inner diameter that allows the joint d to pass through during propulsion. The relationship between the outer diameter D 0 of the propulsion head e and the outer diameter D 1 of the joint d is set so that D 0 D 1 >D. Note that D is the outer diameter of tubes a and b.
その結果地中へ埋設された管体a,bの周囲に
は第8図に示すような空隙fが発生し、地盤が緩
む原因となつたり、路上の輪荷重による管表面に
作用する土圧分布が不均一となつて管の不等沈下
や管の変形を招き、管が破損する虞れがある。 As a result, a void f as shown in Figure 8 is generated around the pipes a and b buried underground, which causes the ground to loosen and the earth pressure acting on the pipe surface due to wheel loads on the road. The distribution becomes uneven, leading to uneven settling of the pipe and deformation of the pipe, which may result in damage to the pipe.
また第6図イや第6図ハに示す接着剤により管
体a,b間を接続する継手では、接着剤の養生期
間中に推進時の推動や力、変化などが接着部に作
用するため、接着量の低下や接着不良などが発生
して埋設後の信頼性が低いと共に、第6図ロに示
すゴム製のシールリングgを用いた継手では推進
中管体a,b間の接続が外れる虞れがあるなどの
不具合があつた。 In addition, in the joints shown in Figures 6A and 6C that connect pipe bodies a and b using adhesive, thrust, force, changes, etc. during propulsion act on the adhesive part during the curing period of the adhesive. In addition, the reliability after burial is low due to a decrease in the amount of adhesion and poor adhesion, and the connection between tubes a and b during propulsion is poor in the joint using the rubber seal ring g shown in Figure 6 (b). There were some problems, such as the risk of it coming off.
この考案は上記不具合を改善する目的でなされ
たもので推進工法に適した合成樹脂管の継手装置
を提供しようとするものである。 This invention was made with the aim of improving the above-mentioned problems, and is intended to provide a synthetic resin pipe coupling device suitable for the propulsion method.
この考案は上記目的を達成するために、合成樹
脂よりなる管体を推進装置により地中へ推進させ
て埋設する推進工法において、上記管体の接続部
に互に螺合する雌ねじ部及び雄ねじ部を形成する
と共に、各管体の螺合部の周囲に補強用のスリー
ブを嵌着したことにより、各管体の接続部に大き
な力が作用することなく管体の推進を可能にした
もので、接続部をスリーブにより補強することに
より推進工法により地中へ推進される合成樹脂管
のねじ接続を可能にした。
In order to achieve the above object, this invention was developed in a propulsion method in which a pipe body made of synthetic resin is propelled into the ground by a propulsion device and buried. By forming a reinforcing sleeve around the threaded portion of each tube, it is possible to propel the tube without applying a large force to the connecting portion of each tube. By reinforcing the connection part with a sleeve, we have made it possible to connect synthetic resin pipes that are propelled underground using the propulsion method.
また各管体の螺合部とスリーブの間に形成され
る空隙にシール材を充填してシール効果を高める
と共に、スリーブを金属薄板により形成して、推
進時の抵抗を少なくし、かつ埋設後管体周囲に隙
間が生じないようにして地盤沈下などの不具合を
解消した合成樹脂管の継手装置を提供するもので
ある。 In addition, the gap formed between the threaded part of each tube and the sleeve is filled with sealing material to enhance the sealing effect, and the sleeve is made of a thin metal plate to reduce resistance during propulsion. To provide a synthetic resin pipe joint device that eliminates problems such as ground subsidence by preventing gaps from forming around the pipe body.
この考案の一実施例を図面を参照して詳述する
と、図において1は硬質塩化ビニール管などより
構成された管体で、第3図イやロに示す推進ヘツ
ド2が先端部に装着されて図示しない推進装置に
より地中へ推進されるようになつている。なお2
aは金属先導管である。
One embodiment of this invention will be described in detail with reference to the drawings. In the figure, 1 is a tube body made of a hard vinyl chloride tube, etc., and the propulsion head 2 shown in FIG. 3 A and B is attached to the tip. It is designed to be propelled underground by a propulsion device (not shown). Note 2
a is a metal lead pipe.
また3は先進管体1と後続管体1の間を接続す
る継手本体で、各管体1の接続部に形成された雌
ねじ部3aと、この雌ねじ部3aに螺合される雄
ねじ部3b及び接続部の外周を囲繞するスリーブ
3cとよりなる。 Reference numeral 3 denotes a joint body that connects the advanced pipe body 1 and the succeeding pipe body 1, which includes a female threaded part 3a formed at the connection part of each pipe body 1, a male threaded part 3b screwed into this female threaded part 3a, and It consists of a sleeve 3c surrounding the outer periphery of the connection part.
上記雌ねじ部3a及び雄ねじ部3bは管体1の
肉厚に相応した角ねじとなつていて、第2図に示
すように谷側の角部及び付け根部に応力が集中す
るのを防止するため小円弧状部R1,R2,R3がそ
れぞれ形成されていると共に、雄ねじ部3bの長
さlに対して雌ねじ部3aの長さはαだけ短く形
成されていて、雌ねじ部3aの先端と雄ねじ部3
bの付け根部にシール材4を充填するための空隙
3eが形成されるようになつている。 The female threaded portion 3a and the male threaded portion 3b are square threads that correspond to the wall thickness of the tube body 1, and are designed to prevent stress from being concentrated at the corners and root portions of the valley side, as shown in Fig. 2. Small arcuate portions R 1 , R 2 , and R 3 are formed, respectively, and the length of the female threaded portion 3a is made shorter by α than the length l of the male threaded portion 3b, and the tip of the female threaded portion 3a and male thread part 3
A gap 3e for filling the sealing material 4 is formed at the base of b.
上記シール材4は漏水及び特に外部からの汚水
などの流入を阻止するもので、ねじ部3a,3b
の圧密移動によりねじれの出ない粘性が高く、か
つ少々流動性のあるものが使用され、そして固化
後は水分を吸収することにより膨張する水膨張性
シール材が用いられている。 The sealing material 4 is used to prevent water leakage and especially inflow of sewage from the outside, and is used in the threaded portions 3a and 3b.
A material with high viscosity that does not twist due to compaction movement and a little fluidity is used, and a water-swellable sealing material that expands by absorbing moisture after solidification is used.
一方接続部の周囲を囲繞するスリーブ3cは、
接続部の耐衝撃性を高める補強材としての機能を
有するもので、ステンレス鋼などの薄板を筒状に
加工することにより、形成されている。 On the other hand, the sleeve 3c surrounding the connection part is
It functions as a reinforcing material that increases the impact resistance of the connection part, and is formed by processing a thin plate of stainless steel or the like into a cylindrical shape.
また長さは雌ねじ部3a側が2に、そして雄
ねじ部3b側が1となるように形成され、シー
ル材4を充填する空隙3eに合致する内周面に、
推進時土との抵抗によりずれるのを防止するスト
ツパ3dが環状に突設されていると共に、両端側
が各管体1の外周面に形成された小径部1aに嵌
合されて、各管体1の外周面とスリーブ3cの外
周面がほぼ同一平面となるように構成されてい
る。 The length is 2 on the female threaded portion 3a side and 1 on the male threaded portion 3b side.
A stopper 3d that prevents displacement due to resistance with the soil during propulsion is protruded in an annular shape, and both ends thereof are fitted into small diameter portions 1a formed on the outer peripheral surface of each tube 1. The outer circumferential surface of the sleeve 3c and the outer circumferential surface of the sleeve 3c are configured to be substantially on the same plane.
次に作用を説明すると、管体1を地中へ推進す
るに当つて、まず先頭の管体1先端に第3図イま
たはロに示す推進ヘツド2を装着してこの推進ヘ
ツド2により地中を削孔しながら管体1を地中へ
推進させる。 Next, to explain the operation, when propelling the tube 1 underground, first attach the propulsion head 2 shown in FIG. The pipe body 1 is propelled underground while drilling the hole.
そして単位長さ分の推進が完了したら、まず第
4図イに示すようにスリーブ3cのストツパ3d
前面にシール材4を環状に盛り付け、次に第4図
ロに示すようにスリーブ3cの一端を後続管体1
の先端に嵌合した後他端を、すでに推進されてい
る管体1の後端に嵌入して、後続管体1を回転さ
せながら雌ねじ部3aに雄ねじ部3bを螺合す
る。 When the propulsion for a unit length is completed, first, as shown in Fig. 4A, the stopper 3d of the sleeve 3c is
The sealing material 4 is arranged in an annular manner on the front surface, and then one end of the sleeve 3c is attached to the trailing pipe body 1 as shown in FIG.
The other end is fitted into the rear end of the tubular body 1 which is already being propelled, and the male threaded portion 3b is screwed into the female threaded portion 3a while rotating the succeeding tubular body 1.
後続管体1を第4図ハに示すように最後までね
じ込むことにより、各管体1の端面が互に当接し
て各管体1内面に隙間及び段差生じることなく各
管体1の接続が行えると共に、ストツパ3d前面
に盛り付けられたシール材4が空隙3eに充填さ
れてシールが行われる。 By screwing the succeeding tubes 1 all the way as shown in Fig. 4C, the end surfaces of each tube 1 come into contact with each other, and the connections between the tubes 1 can be made without creating any gaps or steps on the inner surface of each tube 1. At the same time, the sealing material 4 placed on the front surface of the stopper 3d fills the gap 3e and seals.
またこのシール材4は配管の使用時水などが浸
入すると膨張するため、シール効果はさらに良好
なものとなる。 Further, since this sealing material 4 expands when water or the like enters the pipe during use, the sealing effect becomes even better.
上記のようにして後続管体1の接続が完了した
ら再び管体1を地中へ推進させ、以下上記操作を
繰返して所定の埋設距離になるまで管体1を推進
させるものである。 When the connection of the succeeding tube 1 is completed as described above, the tube 1 is propelled underground again, and the above operation is repeated to propel the tube 1 until a predetermined burial distance is reached.
この考案は以上詳述したように、各管体の間を
ねじ接合したことから、推進現場での接続作業が
短時間で容易に行えると共に、ねじに角ねじを使
用したことから、前側の管体に効率よく推進力を
伝達することができる。
As explained in detail above, this design uses screws to connect each pipe body, making it easy to connect at the propulsion site in a short time. Propulsive force can be efficiently transmitted to the body.
また角ねじの谷側角部及び付け根部を小円弧状
にして応力の集中を避けると共に、ねじを形成し
たことにより減少した有効断面積を、螺合部の外
周に金属製のスリーブを嵌着することにより補償
したことから、推進時螺合部に過大な推進力が作
用しても、ねじが破損したり変形することがな
い。 In addition, the valley side corner and root of the square screw are shaped into small arcs to avoid concentration of stress, and the effective cross-sectional area reduced by forming the screw is compensated for by fitting a metal sleeve around the outer periphery of the threaded part. Since this is compensated for by doing so, even if an excessive propulsive force is applied to the threaded portion during propulsion, the screw will not be damaged or deformed.
しかも接続部の隙間に水膨張性シール材を充填
したことから、埋設後吸収した水によつてシール
材が膨張してシール機能が高まるため、長期間に
亘つてシール効果が低下することがない。 Furthermore, since the gap between the connections is filled with a water-expandable sealing material, the water absorbed after burial expands the sealing material and increases the sealing function, so the sealing effect will not deteriorate over a long period of time. .
図面はこの考案の一実施例を示し、第1図は継
手装置部分を破断した管体の側面図、第2図は第
1図円内の拡大図、第3図イ及びロは推進ヘツ
ドの説明図、第4図イなしいハは作用説明図、第
5図イ,ロ、第6図イ,ロ,ハ、第7図及び第8
図は従来の説明図である。
1は管体、3aは雌ねじ部、3bは雄ねじ部、
3cはスリーブ、3dはストツパ、3eは空隙、
4はシール材。
The drawings show one embodiment of this invention; Fig. 1 is a side view of the pipe with the joint device section cut away, Fig. 2 is an enlarged view of the circle in Fig. 1, and Fig. 3 A and B are views of the propulsion head. Explanatory diagrams, Figure 4 A to C are action explanatory diagrams, Figure 5 A, B, Figure 6 A, B, C, Figures 7 and 8.
The figure is a conventional explanatory diagram. 1 is a tube body, 3a is a female threaded part, 3b is a male threaded part,
3c is a sleeve, 3d is a stopper, 3e is a gap,
4 is sealing material.
Claims (1)
へ推進させて埋設する推進工法において、上記管
体の接続部に、谷側の角部及び付け根部が小円弧
状に形成された角ねじよりなる雌ねじ部3a及び
雄ねじ部3bを形成し、かつ各管体1の螺合部の
周囲に金属よりなる補強用カリーブ3cを嵌着す
ると共に、各管体1の螺合部とスリーブ3c内面
の間に形成される空隙3eに水膨張性シール材4
を充填してなる合成樹脂管の継手装置。 In a propulsion method in which a pipe body 1 made of synthetic resin is propelled into the ground by a propulsion device and buried, a square screw having a valley side corner and a base formed in a small arc shape is attached to the connection part of the pipe body. A reinforcing calve 3c made of metal is fitted around the threaded portion of each tube 1, and the threaded portion of each tube 1 and the inner surface of the sleeve 3c are formed. A water-swellable sealing material 4 is placed in the gap 3e formed between the
A fitting device for synthetic resin pipes filled with.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1988092412U JPH0547352Y2 (en) | 1988-07-14 | 1988-07-14 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1988092412U JPH0547352Y2 (en) | 1988-07-14 | 1988-07-14 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0214894U JPH0214894U (en) | 1990-01-30 |
JPH0547352Y2 true JPH0547352Y2 (en) | 1993-12-13 |
Family
ID=31316848
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1988092412U Expired - Lifetime JPH0547352Y2 (en) | 1988-07-14 | 1988-07-14 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0547352Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6355996U (en) * | 1986-09-30 | 1988-04-14 |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5748389B2 (en) * | 1978-11-21 | 1982-10-15 |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5748389U (en) * | 1980-09-03 | 1982-03-18 | ||
JPS59141283U (en) * | 1983-03-11 | 1984-09-20 | 日東工事株式会社 | Rigid PVC pipe with lock joint |
-
1988
- 1988-07-14 JP JP1988092412U patent/JPH0547352Y2/ja not_active Expired - Lifetime
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5748389B2 (en) * | 1978-11-21 | 1982-10-15 |
Also Published As
Publication number | Publication date |
---|---|
JPH0214894U (en) | 1990-01-30 |
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