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JP2005002587A - Joint for resin concrete pipe - Google Patents

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Publication number
JP2005002587A
JP2005002587A JP2003164607A JP2003164607A JP2005002587A JP 2005002587 A JP2005002587 A JP 2005002587A JP 2003164607 A JP2003164607 A JP 2003164607A JP 2003164607 A JP2003164607 A JP 2003164607A JP 2005002587 A JP2005002587 A JP 2005002587A
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Japan
Prior art keywords
inward
annular
joint
ring
resin concrete
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.)
Pending
Application number
JP2003164607A
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Japanese (ja)
Inventor
Hiroshi Matsushita
博 松下
Iwane Matsuo
石根 松尾
Kazuyoshi Sugiyama
和良 杉山
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Aica Kogyo Co Ltd
Original Assignee
Aica Kogyo 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
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Priority to JP2003164607A priority Critical patent/JP2005002587A/en
Priority to TW092125791A priority patent/TWI266841B/en
Priority to KR1020030076667A priority patent/KR20040108322A/en
Publication of JP2005002587A publication Critical patent/JP2005002587A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/04Pipes or fittings specially adapted to sewers

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  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Joints With Sleeves (AREA)
  • Sewage (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint for a resin concrete pipe capable of making formed processing a corrosion resistant thin steel plate p in a short cylindrical-shape 1, putting a partition ring 3 on the central part by a non-metallic acid-proof material in a detachable manner and simply and quickly obtaining a cut-off joint for corrosion resistent Hume pipes 7 and 7. <P>SOLUTION: The joint of the resin concrete pipe is constituted by making bending formation of a plurality of inward circular projected stripes 2 and 2' in bilateral symmetrical positions of the center circumferential line c of the short cylinder 1 by the stainless steel thin steel plate p, forming a circular trench 4 fitting the outer circumferential edge of the partition ring 3 between nearby inward circular projected stripes 2 and 2 of the center circumferential line c, making bending formation of both end sections 5 and 5 of the short cylinder 1 in an inward arc-shaped edge 5' and making bending formation of intermediate inward circular projected stripes 2' and 2' between the nearby inward circular projected stripes 2 and 2 and both end sections 5 and 5, a first circular cut-off rubber 6 is placed between the intermediate inward circular projected stripe 2' and the inward arc-shaped edge 5', and the partition ring 3 is a flexible plate-like ring with water resistance and acid resistance, and the joint of the resin concrete can be put on the circular trench 4. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は下水道管に用いられるレジンコンクリート管の継手に関するものである。
【0002】
【従来の技術】
従来、下水道に用いられるヒューム管はセメントコンクリートヒューム管であり、酸性汚水、硫化水素水(温泉水)等によって崩壊し、それに伴って鋼製管継手も腐蝕して速やかに使用不能となった。
【0003】
そこで耐蝕性のレジンコンクリートヒューム管が製造され使用されるに至った(例えば特許文献1)。
【0004】
しかしヒューム管の継手も耐蝕性のものにする必要があるため合成樹脂等からなる筒状の継手が開発されたが、ヒューム管の外周と継手のアンカー部とが一体的雌雄剛性連結であるため、引張り強度の点で問題があったし、金型の製造に莫大な費用を要し、着脱自在継手とすることは困難であった(例えば特許文献2)。
【0005】
又図4に示すように合成樹脂による着脱自在形継手であって止水リングを保持する構造とし、仕切リングは円筒部(カラー部)と一体構造であるため、その構造が著しく複雑であり、金型そのものの構造がきわめて複雑であるという問題があった。
【0006】
【特許文献1】
特公平5−37086号公報(耐蝕性管)
【特許文献2】
特許第3320646号公報(請求項1…合成樹脂等の可撓性材料からなる筒状の継手 図2,図3)
【0007】
【発明が解決しようとする課題】
本発明は耐蝕性薄鋼板を短円筒状に成形加工し、中央部に仕切リングを非金属耐酸性材料によって着脱自在に装着し、簡便迅速に耐蝕性ヒューム管の止水継手を得ることを目的とする。
【0008】
【課題を解決するための手段】
上記の目的を達成するため本発明は
第1にステンレス薄鋼板による短円筒の中心円周線の左右対称位置に複数の内向環状突条を屈曲形成し、上記中心円周線の直近内向環状突条間に仕切リングの外周縁を嵌合する環状溝を形成し、上記短円筒の両端部を内向弧形縁に屈曲形成し、上記直近内向環状突条と両端部との間に中間内向環状突条を屈曲形成してなり、該中間内向環状突条と上記内向弧形縁との間に第1環状止水ゴムを配設し、かつ上記仕切リングが耐水性及び耐蝕性で可撓性板状リングであって、上記環状溝に装着可能であるレジンコンクリート管の継手、
第2に上記直近内向環状突条と中間内向環状突条との間に第2環状止水ゴムを配設した上記第1発明記載のレジンコンクリート管の継手、
第3に上記可撓性板状リングが硬化合成樹脂又は硬化ファイバーボードである上記第1又は第2発明記載のレジンコンクリート管の継手、
によって構成される。
【0009】
【発明の実施の形態】
耐蝕性(ステンレス)薄鋼板pの帯板を成形用ピンチローラによって短円筒1に成形する。
【0010】
上記短円筒(カラー)1の寸法及び許容差(呼び径400〜1000)は表1のとおりである。
【0011】
【表1】

Figure 2005002587
Figure 2005002587
【0012】
上記短円筒1の中心円周線cの左右対称位置に複数(4個)の内向環状突条(リブ)2,2’が屈曲形成される。
【0013】
中心円周線cの両側直近の内向環状突条2,2間には仕切リング(Partition Ring)3の外周縁を嵌合する環状溝4が形成される。
【0014】
上記短円筒1の両端部5,5を内向弧形縁5’に屈曲形成し、上記直近内向環状突条2,2と上記両端部5,5との中間に内向環状突条2’,2’を屈曲形成してカラーを形成する。
【0015】
上記中心円周線cに沿って配設される仕切リング3は耐水性及び耐蝕性である可撓性板状リングであって、硬化合成樹脂ボード又は硬化ファイバーボードM.D.F.(Medium Density Fiberboard)によって形成される。
【0016】
上記仕切リング3を手で弯曲して短円筒1内に挿入し、弯曲仕切リング3の上下端を上記環状溝4内に挿入し、弯曲左右両縁を平面状に手で戻して該左右両縁を上記環状溝4内に挿入することにより、上記リング3の外周縁の全周を該環状溝4内に嵌合することによって上記短円筒1の中心円周線cに沿って該円筒1の内周に仕切リング3を装着することができ、逆の動作によって該リング3を上記環状溝4から分離し、短円筒1外に取外すことも可能である。
【0017】
その後上記中間内向環状突条2’と両端部5の内向弧形縁5’との間に環状止水ゴム6を嵌込み、接着剤で接着固定し、上記両端部5,5の両開口部からレジンコンクリート管7,7を対向方向に嵌装し、該管7,7の対向端7’,7’を上記仕切リング3の両面に接触させることによって2個のレジンコンクリート管7,7を上記カラー1の中心線aに沿ってそれぞれ挿入し、挿入部を第1環状止水ゴム6によって止水することができる。
【0018】
第1環状止水ゴム6の断面形状は図1(イ)(ロ)図及び図3(イ)図に示すように一端6’が内向弧形縁5’に係合するように低く形成され、一端6’から他端6”に向って高く傾斜する管端案内面6aを形成し、頂上台面に3条の深溝6bを環状方向に形成し、底面6cを短円筒1の内面に接着剤で接着固定させる。
【0019】
挿入するレジンコンクリート管7の外周面は図1(イ)(ロ)図に示すように上記案内面6aから深溝6b部を押圧して短円筒1内に進入するが、その外周面が端部5の内向弧形縁5’及び中間及び直近内向環状突条2,2’に干渉することなく上記第1の環状止水ゴム6によって支持され、かつ止水される。
【0020】
又上記直近の内向環状突条2と中間の内向環状突条2’との間に第2環状止水リング8を上記円周線cを中心とする対称位置に配置し、これを上記円筒1の内面に接着剤で接着固定する。
【0021】
第2環状止水ゴムリング8の断面形状は図1(イ)(ロ)図及び図3(ロ)図に示すように中間の内向環状突条8から中心円周線c側に向って高く傾斜する案内面8’を有し、上記レジンコンクリート管7の挿入端を案内する形状よりなり、高さは第1環状止水リング6より高く環状空間8a,8bによりクッション性が附与される。
【0022】
従って上記短円筒1の両端部5,5からレジンコンクリート管7,7を中心線aに沿って仕切リング3に接するまで押圧挿入すると、第1の環状止水ゴム6,6が上記コンクリート管7,7の外周面に圧着して止水状態に両管7,7を接続することができる(図1(イ)図)。
【0023】
又上記第2の環状止水ゴム8,8を装着することによって、対向レジンコンクリート管7,7の外周面と上記円筒1の内面との圧接面積が大となるため、より水密性を高める必要があるときに第1環状止水ゴム6,6と併用することができる(図1(ロ)図)。
【0024】
上記短円筒(カラー)1は上述のように両端部5,5を内向弧形縁5’(カール部)となし、かつ上記直近及び中間内向環状突条(リブ)2,2’を屈曲形成したので薄鋼板(1〜1.5mm)であるにも拘わらず剛性又は強度大であり変形を防止することができる。
【0025】
かつ上記薄鋼板を不銹鋼(ステンレス)とし、仕切リング3の材質を硬化合成樹脂又は硬化ファイバーボードとしたため酸性汚水、硫化水素水等による腐蝕のおそれがなく、耐久性に富むものである。又、仕切リング3の内周面と上記レジンコンクリート管7,7の内周面とを一致させることにより、両管7,7間に汚物進入溝や、流体抵抗凸起を無くすことができる。
【0026】
尚図1(ロ)図、図3(ロ)図中8”は第2環状止水ゴム8の他端側に形成した階段状溝、図4中9は従来の止水ゴムリング、9’は該ゴムリング9の止め輪、9”はアンカー部である。
【0027】
【発明の効果】
本発明は上述のようにステンレス薄鋼板によって短円筒(カラー)が形成され、該短円筒には中心円周線の左右両側対称位置に複数の内向環状突条(リブ)を屈曲形成し、両端部に内向弧形縁(カール縁)を屈曲形成してなるため、薄鋼板で軽量であるにも拘わらずカラー全体の剛性及び強度が充分であり、かつステンレス鋼板によるため排水、汚水等に対し耐蝕性であり腐蝕のおそれがなく、
又中心円周線の左右直近リブ間の環状嵌合溝に、可撓性板状リング(仕切リング)を弯曲させて上記カラーの一端開口部から短円筒内に挿入し、該リングの外周縁を上記嵌合溝に容易に嵌合し仕切リングを短円筒の中心部に簡便に装着することができ、かつ該リングを硬化合成樹脂や硬化ファイバーボードによって形成してなるため上記カラーと共に耐蝕性仕切リングとなし得るばかりでなく、該仕切りリングにより上記カラーに挿入したレジンコンクリート間の対向端の接触損傷を防止し得る。
【0028】
又カラーの両端部に沿って設けた第1環状止水ゴムによって対向する2個のレジンコンクリート管を充分止水し、さらに第2環状止水ゴムと併用し得て水密性を高めることができる。
【図面の簡単な説明】
【図1】(イ)図は本発明のレジンコンクリート管の継手を示す一部縦断面図である。(ロ)図は第1及び第2環状止水ゴムリングを装着した継手の縦断面図である。
【図2】カラー及び仕切リングの斜視図である。
【図3】(イ)図は第1環状止水ゴムリングの縦断面図である。
(ロ)図は第2環状止水ゴムリングの縦断面図である。
【図4】従来の合成樹脂製継手の一部縦断面図である。
【符号の説明】
p ステンレス薄鋼板
1 短円筒(カラー)
c 中心円周線
2,2’ 内向環状突条
3 仕切リング
4 環状溝
5 端部
5’ 内向弧形縁
6,6’ 第1及び第2環状止水ゴム[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a joint of a resin concrete pipe used for a sewer pipe.
[0002]
[Prior art]
Conventionally, the fume pipe used for the sewer is a cement concrete fume pipe, which has collapsed due to acidic sewage, hydrogen sulfide water (hot spring water), and the like, and the steel pipe joint corroded accordingly, and quickly became unusable.
[0003]
Accordingly, a corrosion-resistant resin concrete fume pipe has been manufactured and used (for example, Patent Document 1).
[0004]
However, since it is necessary to make the joint of the fume pipe also corrosion-resistant, a cylindrical joint made of synthetic resin or the like has been developed, but the outer periphery of the fume pipe and the anchor part of the joint are integrated with a male and female rigid joint. However, there was a problem in terms of tensile strength, and it took a huge amount of money to manufacture the mold, and it was difficult to make a detachable joint (for example, Patent Document 2).
[0005]
Moreover, as shown in FIG. 4, it is a detachable joint made of synthetic resin and has a structure that holds the water stop ring, and the partition ring is integrated with the cylindrical part (collar part), so the structure is extremely complicated, There was a problem that the structure of the mold itself was extremely complicated.
[0006]
[Patent Document 1]
Japanese Patent Publication No. 5-37086 (corrosion resistant tube)
[Patent Document 2]
Japanese Patent No. 3320646 (Claim 1 ... Tubular joint made of a flexible material such as synthetic resin, FIG. 2 and FIG. 3)
[0007]
[Problems to be solved by the invention]
It is an object of the present invention to form a corrosion-resistant thin steel sheet into a short cylindrical shape, attach a partition ring to a central portion in a detachable manner using a non-metallic acid-resistant material, and obtain a waterproof joint for a corrosion-resistant fume tube easily and quickly. And
[0008]
[Means for Solving the Problems]
In order to achieve the above object, the present invention firstly forms a plurality of inward annular ridges at the symmetrical positions of the central circumferential line of the short cylinder made of stainless steel sheet, so that the inward annular protrusions closest to the central circumferential line are formed. An annular groove that fits the outer peripheral edge of the partition ring is formed between the strips, both ends of the short cylinder are bent into inward arc-shaped edges, and an intermediate inward ring is formed between the nearest inwardly facing annular protrusion and both ends. A protrusion is formed by bending, a first annular water-stopping rubber is disposed between the intermediate inwardly extending annular protrusion and the inwardly arcuate edge, and the partition ring is flexible with water resistance and corrosion resistance. It is a plate-shaped ring, and a joint of a resin concrete pipe that can be mounted in the annular groove,
Secondly, the joint of the resin concrete pipe according to the first invention, wherein a second annular water blocking rubber is disposed between the nearest inward annular protrusion and the intermediate inward annular protrusion,
Third, the resin concrete pipe joint according to the first or second invention, wherein the flexible plate ring is a cured synthetic resin or a cured fiber board,
Consists of.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
A strip of a corrosion-resistant (stainless) thin steel plate p is formed into the short cylinder 1 by a forming pinch roller.
[0010]
The dimensions and tolerances (nominal diameters 400 to 1000) of the short cylinder (color) 1 are as shown in Table 1.
[0011]
[Table 1]
Figure 2005002587
Figure 2005002587
[0012]
A plurality (four pieces) of inward annular ridges (ribs) 2 and 2 ′ are bent and formed at positions symmetrical to the center circumferential line c of the short cylinder 1.
[0013]
An annular groove 4 that fits the outer peripheral edge of a partition ring 3 is formed between the inward annular ridges 2 and 2 immediately adjacent to both sides of the center circumferential line c.
[0014]
Both ends 5 and 5 of the short cylinder 1 are bent to an inward arc-shaped edge 5 ′, and the inward annular ridges 2 ′ and 2 are arranged between the nearest inward annular ridges 2 and 2 and the both ends 5 and 5. 'Bend to form a collar.
[0015]
The partition ring 3 disposed along the center circumferential line c is a flexible plate-like ring having water resistance and corrosion resistance, and is a cured synthetic resin board or a cured fiber board. D. F. (Medium Density Fiberboard).
[0016]
The partition ring 3 is bent by hand and inserted into the short cylinder 1, and the upper and lower ends of the curve partition ring 3 are inserted into the annular groove 4. By inserting the edge into the annular groove 4 and fitting the entire circumference of the outer peripheral edge of the ring 3 into the annular groove 4, the cylinder 1 along the center circumferential line c of the short cylinder 1. The partition ring 3 can be attached to the inner periphery of the ring 3, and the ring 3 can be separated from the annular groove 4 by the reverse operation and removed from the short cylinder 1.
[0017]
Thereafter, an annular water blocking rubber 6 is fitted between the intermediate inward annular ridge 2 ′ and the inwardly arcuate edges 5 ′ of both end portions 5, and bonded and fixed with an adhesive. The resin concrete pipes 7 and 7 are fitted in opposite directions, and the opposite ends 7 'and 7' of the pipes 7 and 7 are brought into contact with both surfaces of the partition ring 3, so that the two resin concrete pipes 7 and 7 are attached. Each of the insertion portions can be inserted along the center line a of the collar 1, and the insertion portion can be stopped by the first annular waterproof rubber 6.
[0018]
The cross-sectional shape of the first annular water blocking rubber 6 is formed low so that one end 6 'engages with the inwardly arcuate edge 5' as shown in FIGS. 1 (a) (b) and 3 (a). , A pipe end guide surface 6a which is highly inclined from one end 6 ′ to the other end 6 ″ is formed, three deep grooves 6b are formed in an annular direction on the top base surface, and a bottom surface 6c is formed on the inner surface of the short cylinder 1 Adhere and fix with.
[0019]
The outer peripheral surface of the resin concrete pipe 7 to be inserted enters the short cylinder 1 by pressing the deep groove 6b portion from the guide surface 6a as shown in FIGS. 5 is supported and stopped by the first annular water-stopping rubber 6 without interfering with the inwardly arcuate edge 5 'and the intermediate and nearest inwardly extending annular ridges 2, 2'.
[0020]
Further, a second annular water stop ring 8 is arranged at a symmetrical position around the circumferential line c between the nearest inward annular ridge 2 and the intermediate inward annular ridge 2 '. Adhesive and fixed to the inner surface of the adhesive.
[0021]
The cross-sectional shape of the second annular water-stopping rubber ring 8 is high from the intermediate inward annular ridge 8 toward the center circumferential line c as shown in FIGS. 1 (a) (b) and 3 (b). It has an inclined guide surface 8 ′ and has a shape for guiding the insertion end of the resin concrete pipe 7. The height is higher than that of the first annular water blocking ring 6, and cushioning is provided by the annular spaces 8 a and 8 b. .
[0022]
Accordingly, when the resin concrete pipes 7 and 7 are pressed and inserted from both end portions 5 and 5 of the short cylinder 1 along the center line a until they come into contact with the partition ring 3, the first annular water blocking rubbers 6 and 6 are brought into contact with the concrete pipe 7. The pipes 7 and 7 can be connected in a water-stopped state by being crimped to the outer peripheral surface of FIG.
[0023]
Moreover, since the pressure contact area between the outer peripheral surface of the opposed resin concrete pipes 7 and 7 and the inner surface of the cylinder 1 is increased by mounting the second annular water blocking rubbers 8 and 8, it is necessary to further improve the water tightness. When there is, it can be used in combination with the first annular water-stopping rubbers 6 and 6 (FIG. 1 (B)).
[0024]
The short cylinder (collar) 1 has both end portions 5 and 5 as inwardly arcuate edges 5 '(curl portions) as described above, and the nearest and intermediate inwardly extending annular ridges (ribs) 2 and 2' are bent. Therefore, although it is a thin steel plate (1 to 1.5 mm), it has high rigidity or strength and can prevent deformation.
[0025]
And since the said thin steel plate is stainless steel (stainless steel) and the material of the partition ring 3 was hardened synthetic resin or hardened fiber board, there is no possibility of corrosion by acidic sewage, hydrogen sulfide water, etc., and it is rich in durability. In addition, by making the inner peripheral surface of the partition ring 3 coincide with the inner peripheral surface of the resin concrete pipes 7 and 7, it is possible to eliminate filth entry grooves and fluid resistance protrusions between the pipes 7 and 7.
[0026]
In FIG. 1 (b) and FIG. 3 (b), 8 "is a step-like groove formed on the other end side of the second annular water blocking rubber 8, 9 in FIG. 4 is a conventional water blocking rubber ring, 9 '. Is a retaining ring of the rubber ring 9, and 9 "is an anchor portion.
[0027]
【The invention's effect】
In the present invention, a short cylinder (collar) is formed of a stainless steel sheet as described above, and a plurality of inwardly extending annular ridges (ribs) are formed at the left and right symmetrical positions of the center circumferential line. Since the inward arc-shaped edge (curl edge) is bent at the part, the rigidity and strength of the entire collar is sufficient despite the fact that it is lightweight with a thin steel plate. It is corrosion resistant and has no risk of corrosion.
In addition, a flexible plate ring (partition ring) is bent in the annular fitting groove between the right and left nearest ribs of the center circumferential line and inserted into the short cylinder from the one end opening of the collar, and the outer peripheral edge of the ring Can be easily fitted into the fitting groove and the partition ring can be easily attached to the center of the short cylinder, and the ring is formed of a hardened synthetic resin or hardened fiberboard, so it is corrosion resistant together with the collar. In addition to being a partition ring, the partition ring can prevent contact damage at the opposite ends between the resin concrete inserted into the collar.
[0028]
Further, the two resin concrete pipes facing each other can be sufficiently stopped by the first annular water-stopping rubber provided along both ends of the collar, and can be used in combination with the second annular water-stopping rubber to enhance the watertightness. .
[Brief description of the drawings]
FIG. 1A is a partial longitudinal sectional view showing a joint of a resin concrete pipe according to the present invention. (B) The figure is a longitudinal sectional view of a joint equipped with first and second annular water blocking rubber rings.
FIG. 2 is a perspective view of a collar and a partition ring.
FIG. 3A is a longitudinal sectional view of a first annular water blocking rubber ring.
(B) The figure is a longitudinal sectional view of the second annular water blocking rubber ring.
FIG. 4 is a partial longitudinal sectional view of a conventional synthetic resin joint.
[Explanation of symbols]
p Stainless steel sheet 1 Short cylinder (color)
c Center circumferential line 2, 2 ′ Inward annular ridge 3 Partition ring 4 Annular groove 5 End 5 ′ Inward arc-shaped edges 6, 6 ′ First and second annular waterstop rubber

Claims (3)

ステンレス薄鋼板による短円筒の中心円周線の左右対称位置に複数の内向環状突条を屈曲形成し、
上記中心円周線の直近内向環状突条間に仕切リングの外周縁を嵌合する環状溝を形成し、
上記短円筒の両端部を内向弧形縁に屈曲形成し、
上記直近内向環状突条と両端部との間に中間内向環状突条を屈曲形成してなり、
該中間内向環状突条と上記内向弧形縁との間に第1環状止水ゴムを配設し、
かつ上記仕切リングが耐水性及び耐蝕性で可撓性板状リングであって、上記環状溝に装着可能であるレジンコンクリート管の継手。
A plurality of inwardly extending annular ridges are bent at symmetrical positions on the center circumferential line of a short cylinder made of stainless steel sheet,
An annular groove that fits the outer peripheral edge of the partition ring is formed between the inwardly extending annular protrusions of the center circumferential line,
Bending the both ends of the short cylinder to the inward arc-shaped edge,
An intermediate inward annular ridge is formed between the nearest inward annular ridge and both ends,
A first annular water blocking rubber is disposed between the intermediate inwardly extending annular ridge and the inwardly arcuate edge;
A resin concrete pipe joint in which the partition ring is a water-resistant and corrosion-resistant flexible plate-like ring and can be mounted in the annular groove.
上記直近内向環状突条と中間内向環状突条との間に第2環状止水ゴムを配設した請求項1記載のレジンコンクリート管の継手。The resin concrete pipe joint according to claim 1, wherein a second annular water blocking rubber is disposed between the nearest inward annular protrusion and the intermediate inward annular protrusion. 上記可撓性板状リングが硬化合成樹脂又は硬化ファイバーボードである請求項1又は2記載のレジンコンクリート管の継手。The joint of a resin concrete pipe according to claim 1 or 2, wherein the flexible plate ring is a cured synthetic resin or a cured fiber board.
JP2003164607A 2003-06-10 2003-06-10 Joint for resin concrete pipe Pending JP2005002587A (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP2003164607A JP2005002587A (en) 2003-06-10 2003-06-10 Joint for resin concrete pipe
TW092125791A TWI266841B (en) 2003-06-10 2003-09-18 Joint of resin concrete pipe
KR1020030076667A KR20040108322A (en) 2003-06-10 2003-10-31 The connection joint of resin concrete pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003164607A JP2005002587A (en) 2003-06-10 2003-06-10 Joint for resin concrete pipe

Publications (1)

Publication Number Publication Date
JP2005002587A true JP2005002587A (en) 2005-01-06

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003164607A Pending JP2005002587A (en) 2003-06-10 2003-06-10 Joint for resin concrete pipe

Country Status (3)

Country Link
JP (1) JP2005002587A (en)
KR (1) KR20040108322A (en)
TW (1) TWI266841B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007132671A1 (en) 2006-05-12 2007-11-22 Panasonic Electric Works Co., Ltd. Smoke sensor of acoustic wave type

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007132671A1 (en) 2006-05-12 2007-11-22 Panasonic Electric Works Co., Ltd. Smoke sensor of acoustic wave type

Also Published As

Publication number Publication date
TW200427942A (en) 2004-12-16
KR20040108322A (en) 2004-12-23
TWI266841B (en) 2006-11-21

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