TW200422509A - Resin concrete tube joint - Google Patents

Resin concrete tube joint Download PDF

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Publication number
TW200422509A
TW200422509A TW092125770A TW92125770A TW200422509A TW 200422509 A TW200422509 A TW 200422509A TW 092125770 A TW092125770 A TW 092125770A TW 92125770 A TW92125770 A TW 92125770A TW 200422509 A TW200422509 A TW 200422509A
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Taiwan
Prior art keywords
joint
resin concrete
concrete pipe
diameter
pipe
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TW092125770A
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Chinese (zh)
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TWI256434B (en
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Kazuyoshi Sugiyama
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Kazuyoshi Sugiyama
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L21/00Joints with sleeve or socket
    • F16L21/02Joints with sleeve or socket with elastic sealing rings between pipe and sleeve or between pipe and socket, e.g. with rolling or other prefabricated profiled rings
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K10/00Welding or cutting by means of a plasma
    • B23K10/02Plasma welding

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Joints With Sleeves (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

This invention aims to maintain good waterproof effect and increase durability of the connection part of the cylinder joint 1 and the connection part of resin concrete tube 3. The solutions are: to parallel melt joint central line c of cylinder joint 1 of stainless steel to connection part 2 by punching from inner and outside 2' and 2"of connection part 2 in order to make inner and outside 2' and 2" of connection part 2 keep on the same plane with the inner and outside 1' and 1" of cylinder joint 1; to embed base part 1a of the joint 1 mentioned above with the resin concrete tube 3 by expanding the diameter of the front part 1b of the joint 1, which extends out from tube 3, and then to make the blade 1c of the front part 1b a resin concrete tube joint that is parallel to α angle slope of the back guiding face 4' of the waterproof ring of the back smaller diameter part 3" connected to the resin concrete tube 3 or is a bigger resin concrete tube joint.

Description

2004225 09 Π) 玖、發明說明 【發明所屬之技術領域】 本發明是有關樹脂混凝土鋼筋混凝土管等的連接部的 管接頭。 【先前技術】 以往,由樹脂混凝土等所產生的鋼筋混凝土管的管接 頭是鐵或是不銹鋼鋼製,在熔接連接部的外面藉由熔接使 如第2 (甲)圖所示的縱剖面圓弧形焊道是呈環狀突出形 成,且在該連接部的內面產生環狀溝,而侵入該溝在熔接 部產生腐蝕,在熔接部產生龜裂或腐蝕孔而導致產生漏水 的原因。 又上述縱剖面圓弧形焊道會擴大環狀突出面積,而導 致由地下水所產生的腐蝕及由腐蝕所產生的侵水孔的發生 原而有耐久性欠佳的問題產生(例如專利文獻1、2)。 進一步與上述止水環嵌合接頭軸環的先端部爲了不因 與該環觸摸而損塲該環而有需要將接頭軸環的先端若干擴 徑(例如專利文獻3、4)。 因此止水橡膠環的壓縮率因爲小而不易使止水充分且 安全進行,而有容易產生漏水或止水不充分的原因的缺 點。特別是在樹脂鋼筋混凝土管的彎曲埋設部會產生障 礙。 [專利文獻1]日本實公昭61-617號公報 [專利文獻2]日本特開平4-2 1 3 693號公報 (2)2004225 09 [專利文獻3]日本新型第2606 8 2 5號公報(第2圖) [專利文獻4]日本新型第3 07 7 5 73號公報(第2圖) 【發明內容】 (本發明所欲解決的課題)2004225 09 Π) 发明 Description of the invention [Technical field to which the invention belongs] The present invention relates to a pipe joint of a connection portion of a resin concrete reinforced concrete pipe or the like. [Prior art] Conventionally, a pipe joint of a reinforced concrete pipe produced from a resin concrete or the like is made of iron or stainless steel, and a longitudinal cross section shown in FIG. 2 (A) is rounded by welding on the outer surface of the welded joint portion. The arc-shaped bead is formed in a ring-shaped protrusion, and an annular groove is generated on the inner surface of the connecting portion. Intrusion into the groove causes corrosion in the welded portion, and cracks or corroded holes in the welded portion cause leakage. In addition, the arc-shaped bead in the longitudinal section enlarges the annular protruding area, and causes the problem of poor durability due to the occurrence of corrosion caused by groundwater and the invasion holes caused by corrosion (for example, Patent Document 1). ,2). Further, the tip end portion of the joint collar fitted with the water stop ring needs to be slightly enlarged in diameter at the tip end of the joint collar in order not to damage the ring by touching the ring (for example, Patent Documents 3 and 4). Therefore, the compression ratio of the water stop rubber ring is small, and it is difficult to make the water stop sufficient and safe. However, there is a drawback that it is easy to cause water leakage or insufficient water stop. In particular, obstacles may occur in the curved embedded portion of the resin-reinforced concrete pipe. [Patent Document 1] Japanese Patent Publication No. 61-617 [Patent Document 2] Japanese Patent Application Laid-Open No. 4-2 1 3 693 (2) 2004225 09 [Patent Document 3] Japanese New Publication No. 2606 8 2 5 (No. (Figure 2) [Patent Document 4] Japanese New Publication No. 3 07 7 5 73 (Figure 2) [Summary of the Invention] (Problems to be Solved by the Invention)

本發明的目的是將與由鐵或是不銹鋼鋼所產生的圓筒 形接頭(軸環)的中心線平行的熔接連接部壓密來強化該連 接部的強度,防止腐蝕並防止漏水,且適合於彎曲埋設的 樹脂混凝土管的接頭軸環。 (用以解決課題的手段)The purpose of the present invention is to compact a welded connection part parallel to the center line of a cylindrical joint (collar) produced by iron or stainless steel to strengthen the strength of the connection part, prevent corrosion and prevent water leakage, and is suitable for Collar for bending buried resin concrete pipes. (Means for solving problems)

爲了達成上述目的,本發明的第1發明的樹脂混凝土 管的接頭,其特徵爲:將與由鐵或是不銹鋼鋼所產生的圓 筒形接頭的中心線平行的熔接連接部從內外沖床,使該連 接部的內外面形成與上述圓筒形接頭的內外面同一面,將 上述接頭的基部與樹脂混凝土管嵌合,將從該管突出的該 接頭的先端部若干擴徑,且將該先端部的端緣刃面,形成 與相連接的樹脂混凝土管的後端部小徑段嵌合的止水環的 後端導引面的傾斜角平行或是廣角。 第2發明的樹脂混凝土管的接頭,樹脂混凝土管的後 端部小徑段的外徑是上述混凝土管主體的內外徑的幾乎中 間徑,上水環的外徑是與上述管主體的外徑幾乎相等’在 該環的上述導引面的前部形成單數或是複數的環溝。 第3發明的樹脂混凝土管的接頭’上述熔接連接部的 -5- (3) (3)2004225 09 熔接是等離子熔接。 【實施方式】 爲了連接樹脂混凝土管3(例如外徑2 60mm、內徑 2 0 0mm的鋼筋混凝土管),而使用由鐵或是不銹鋼鋼所製 成的圓筒形接頭1(第1圖)。 上述接頭1是具有與中心線c平行的熔接連接部2, 該接頭1是由成形機將平板彎曲形成筒狀’將相面對的端 面1 d、1 d從外側進行等離子熔接來強化該熔接連接部2 的力學強度。 如此的熔接連接部2是如第2圖(甲)所示在從熔接鋼 材2a除去溶劑後的外面產生縱剖面圓弧形環狀突起2b, 且在內面產生環狀溝2c。 在此將上述熔接連接部2如第3圖(甲)(乙)所示藉由 將內外面Γ、1 π朝相面對方向挾壓沖床於沖床機5的沖床 輥6在汽缸7及承載配件1 0的間而將熔接鋼材2 a的上述 環狀突起2b如第2圖(乙)所示壓密於相面對的端面、 1 d之間而形成與上述接頭1的外面1 ’’同一面,且將上述 環狀溝2c由上述壓密熔接鋼材2a充塡了而與上述接頭1 的上述相面對的端面1 d、1 d —體化而將上述鋼材2a的內 外面2 ’、2 ”與該接頭1的內外面1 ’、1 ”形成同一面而使上 述環狀溝2 c消滅。 在如此形成的圓筒形接頭1的基部1 a的外面1”藉由 成形機彎曲形成如第4圖所示的環狀凹溝1 e、1 e,將基 -6- 2004225 09In order to achieve the above object, the joint of a resin concrete pipe according to the first invention of the present invention is characterized in that a welded connection portion parallel to a center line of a cylindrical joint made of iron or stainless steel is punched from the inside and outside, so that The inner and outer surfaces of the connecting portion are formed on the same surface as the inner and outer surfaces of the cylindrical joint. The base of the joint is fitted into a resin concrete pipe, the leading end of the joint protruding from the pipe is enlarged in diameter, and the leading end is enlarged. The inclination angle of the rear end guide surface of the water stop ring fitted with the small diameter section of the rear end portion of the connected resin concrete pipe is parallel or wide-angled. The joint of the resin concrete pipe of the second invention, the outer diameter of the small diameter section of the rear end portion of the resin concrete pipe is almost the middle diameter of the inside and outside diameter of the concrete pipe body, and the outer diameter of the water ring is the same as the outside diameter of the pipe body Almost equal 'A singular or plural ring groove is formed in front of the aforementioned guide surface of the ring. The joint of a resin concrete pipe according to the third invention, the -5- (3) (3) 2004225 09 fusion welding is a plasma welding. [Embodiment] To connect a resin concrete pipe 3 (for example, a reinforced concrete pipe with an outer diameter of 2 60 mm and an inner diameter of 200 mm), a cylindrical joint 1 made of iron or stainless steel is used (Fig. 1) . The joint 1 has a welded connection 2 parallel to the center line c. The joint 1 is formed by bending a flat plate into a cylindrical shape by a forming machine. The end faces 1 d and 1 d facing each other are plasma welded from outside to strengthen the weld. Mechanical strength of connection 2. As shown in FIG. 2 (A), the fusion-bonded portion 2 has a circular arc-shaped annular protrusion 2b in a longitudinal section and an annular groove 2c in the inner surface after removing the solvent from the welded steel 2a. Here, as shown in FIG. 3 (A) (B), the above-mentioned welded connection portion 2 is formed by pressing the inner and outer surfaces Γ and 1 π in a facing direction to press the punch roll 6 of the punch press 5 on the cylinder 7 and the load. As shown in FIG. 2 (B), the ring-shaped protrusion 2b of the steel material 2a is welded between the fittings 10 between the facing end faces and 1d to form the outer face 1 of the joint 1 '' On the same surface, the annular groove 2c is filled with the pressure-welded steel material 2a, and the end faces 1 d, 1 d facing the joint 1 are integrated to form the inner and outer surfaces 2 ′ of the steel 2 a. , 2 ”and the inner and outer surfaces 1 ′, 1” of the joint 1 form the same surface so that the annular groove 2 c is eliminated. On the outer surface 1 "of the base portion 1 a of the cylindrical joint 1 thus formed, a ring-shaped groove 1 e, 1 e as shown in FIG.

部1 a嵌合固定在該混凝土管3的外周並保持於樹脂混凝 土管3的旋轉成形模框(第4圖)。 又上述接頭1的先端部丨b是從上述混凝土管3朝後 方突出’藉由上述成形機使先端部1 b若干擴徑。The part 1a is fitted and fixed to the outer periphery of the concrete pipe 3, and is held on a rotary forming frame of the resin concrete pipe 3 (Fig. 4). Further, the tip end portion 丨 b of the joint 1 is protruded from the concrete pipe 3 toward the rear ', and the tip end portion 1b is enlarged in diameter by the forming machine.

又將該先端部1 b的端緣刃面1 c,形成比與上述混凝 土管3的前端連接的連接混凝土管3的後端部小徑段3 ” 嵌合的橡膠製止水環4的後端導引面4’的傾斜角α平行或 較大(第5圖)。 上述導引面4’是與兩混凝土管3、3的共通中心線c 呈角度α朝後方傾斜,上述端緣刃面1 c是與該傾斜角度 α同一面(平行)或是廣角α,(第5圖)。即α=α’、或是 a '> a °The edge edge surface 1 c of the tip end portion 1 b is formed at the rear of the small-diameter section 3 ″ of the rear end portion of the connection concrete pipe 3 connected to the front end of the concrete pipe 3. The inclination angle α of the end guide surface 4 ′ is parallel or large (FIG. 5). The above guide surface 4 ′ is inclined toward the rear at an angle α with the common center line c of the two concrete pipes 3 and 3. Plane 1 c is the same plane (parallel) or wide-angle α as the inclination angle α, (Figure 5). That is, α = α ', or a' > a °

上述小徑段3 ”的外徑是上述混凝土管3、3的主體3 ’ 的內外徑的幾乎中間徑。即小徑段 3 ”的厚度是上述管主 體3 ’的厚度的幾乎1 /2,將上述止水環4的外徑形成與上 述管主體3 ·的外徑幾乎相等。 在上述環4的後端部具有上述導引面4’,在其前部形 成1個或是2個的環溝4 ”、4 ”,從如第5圖所示的狀態藉 由上述接頭1壓迫而在如第6圖所示的狀態下密合環溝 4 ”、4 ”,且與上述接頭1的內面1 ·密合而止水。 上述沖床機5是在如第3圖(甲)所示沿著設在機框的 水平導引導引8藉由水平汽缸9可往復地懸吊的油壓汽缸 7的下端將沖床輥6遊支在遊轉框6·,與上述導引8平行 地在上述沖床輥6的正下將承載配件1 0突出固定在機 -7- (5) 200422509 框,將圓筒形接頭1的熔接連接部2挾持於該滾子6及承 載配件1 0之間,可以將其藉由油壓汽缸7而挾壓於上述 滾子6及承載配件1 0之間。 且圖中1 1是水膨脹橡膠。 (發明之效果)The outer diameter of the small-diameter section 3 ″ is almost the middle diameter of the inner and outer diameters of the main body 3 ′ of the concrete pipes 3, 3. That is, the thickness of the small-diameter section 3 ″ is almost 1/2 of the thickness of the pipe main body 3 ′. The outer diameter of the water stop ring 4 is formed to be almost equal to the outer diameter of the pipe body 3 ·. The rear end of the ring 4 has the guide surface 4 ′, and one or two ring grooves 4 ”, 4” are formed in the front portion. From the state shown in FIG. 5, the joint 1 is used. In the state shown in FIG. 6, the ring grooves 4 ″, 4 ”are pressed under pressure, and the inner surface 1 · of the joint 1 is tightly closed to stop water. The punching machine 5 moves the punching roller 6 at the lower end of the hydraulic cylinder 7 suspended reciprocatingly by the horizontal cylinder 9 along the horizontal guide and guide 8 provided in the frame as shown in FIG. 3 (a). Supported on the rotating frame 6 ·, parallel to the guide 8, the load fitting 10 is projected and fixed on the frame of the machine 7- (5) 200422509 directly under the punch roller 6, and the cylindrical joint 1 is welded and connected. The part 2 is clamped between the roller 6 and the load-carrying accessory 10, and can be clamped between the roller 6 and the load-carrying accessory 10 by the hydraulic cylinder 7. And 11 in the figure is a water-swellable rubber. (Effect of the invention)

本發明是因爲如上述構成,對於樹脂混凝土管的彎曲 連接,不需擔心止水橡膠是使其導引面不會有因圓筒形接 頭的先端緣刃的切損所產生的損塲,且因爲與比較上厚的 止水環壓接,且可與止水環的上述環溝密接,而可使止水 充分且安全進行,並且,因爲將圓筒形接頭的熔接連接部 的熔接鋼材呈壓密狀地與不銹鋼製接頭一體化,且可消除 在熔接鋼材及該接頭的內面之間的環狀溝將而形成與該內 面同一面,所以在熔接鋼材的內面及接頭的內面之間無污 水溝,而使熔接鋼材是被壓密而無熔接不良所產生的氣孔 部,且因爲與污水的接觸面積少,所以可以獲得防止因熔 接鋼材的腐蝕所產生的漏水並提高上述混凝土管的連接部 的耐久性的效果。 【圖式簡單說明】 [第1圖] 顯示本案的圓筒形接頭的立體圖。 [第2圖] (6) 200422509 (甲)圖是沖床加工前的熔接連接部的擴大縱剖面圖。 (乙)圖是沖床加工後的熔接連接部的擴大縱剖面圖。 [第3圖] (甲)圖是沖床機的側面立體圖。 (乙)圖是該沖床機的前視圖。The present invention is based on the above-mentioned structure. For the curved connection of the resin concrete pipe, there is no need to worry about the water-proof rubber to prevent the guide surface from being damaged due to the cutting of the leading edge of the cylindrical joint. Because it is crimped to a relatively thick water stop ring and can be tightly connected to the above-mentioned groove of the water stop ring, the water stop can be performed sufficiently and safely, and because the welded steel of the welded connection part of the cylindrical joint is It is tightly integrated with the stainless steel joint, and can eliminate the annular groove between the welded steel and the inner surface of the joint to form the same surface as the inner surface. Therefore, it is on the inner surface of the welded steel and the joint. There is no sewage ditch between the surfaces, so that the welded steel is compacted without pores caused by poor welding, and because the contact area with sewage is small, it is possible to prevent water leakage caused by corrosion of the welded steel and improve the above. The effect of durability of the joint of the concrete pipe. [Brief description of the drawings] [Figure 1] A perspective view showing a cylindrical joint of the present case. [Fig. 2] (6) 200422509 (A) The figure is an enlarged longitudinal cross-sectional view of a welded joint before punching. (B) is an enlarged longitudinal cross-sectional view of a welded joint after punching. [Figure 3] (A) is a side perspective view of a punching machine. (B) is a front view of the press.

[第4圖] 將圓筒形接頭嵌合於樹脂混凝土管的狀態的1從淨® 圖。 [第5圖] 、上述混凝土管的連接前的狀態的縱剖面圖 [第6圖][Fig. 4] Fig. 1 from the state where the cylindrical joint is fitted to the resin concrete pipe. [Fig. 5] A longitudinal sectional view of the state before the connection of the concrete pipe [Fig. 6]

上述管的連接後的狀態的縱剖面圖。 [圖號說明] c中心線 1圓筒形接頭 Γ外面 1 ”內面 la基部 lb先端部 -9- (7)2004225 09 1 c端緣刃面 Id端面 1 e環狀凹溝 2熔接連接部 2’外面 2”內面 2a熔接鋼材A longitudinal sectional view of the connected state of the tubes. [Illustration of number] c Centerline 1 Cylindrical joint Γ Outside 1 ”Inner surface la Base lb Tip end -9- (7) 2004225 09 1 c End edge cutting surface Id end surface 1 e Ring groove 2 Welding connection 2 'outside 2 "inside 2a welded steel

2b縱剖面圓弧形環狀突起 2c環狀溝 3混凝土管 3樹脂混凝土管 3’主體 3 ”後端部小徑段 4止水環 4’後端導引面2b circular arc-shaped protrusion in longitudinal section 2c annular groove 3 concrete pipe 3 resin concrete pipe 3 ’main body 3” small diameter section at rear end 4 stop ring 4 ’rear end guide surface

4 ”環溝 5沖床機 6沖床輥 6’遊轉框 7油壓汽缸 8水平導引導引 9水平汽缸 1 〇承載配件 -10-4 ”ring groove 5 punch press 6 punch roll 6’ swing frame 7 hydraulic cylinder 8 horizontal guide 9 horizontal cylinder 1 〇 bearing accessories -10-

Claims (1)

(1) 2004225 09 拾、申請專利範圍 1、一種樹脂混凝土管的接頭’其特徵爲: 從內外將與由鐵或是不銹鋼鋼所產生的圓筒形接頭的 中心線平行的熔接連接部沖床’ 使該連接部的內外面形成與上述圓筒形接頭的內外面 同一面,(1) 2004225 09 Pick up and apply for patent scope 1. A joint of resin concrete pipe 'characterized by: a fused connection part punch which is parallel to the center line of a cylindrical joint produced by iron or stainless steel from the inside and outside' The inner and outer surfaces of the connecting portion are formed on the same surface as the inner and outer surfaces of the cylindrical joint, 將上述接頭的基部與樹脂混凝土管嵌合,將從該管突 出的該接頭的先端部若干擴徑, 且將該先端部的端緣刃面,形成與相連接的樹脂混凝 土管的後端部小徑段嵌合的止水環的後端導引面的傾斜角 平行或是廣角。 2、如申請專利範圍第1項的樹脂混凝土管的接頭,The base of the joint is fitted with a resin concrete pipe, the leading end of the joint protruding from the pipe is enlarged in diameter, and the edge edge surface of the leading end forms a rear end of the resin concrete pipe connected to the pipe. The inclination angle of the rear end guide surface of the small-diameter section fitted water stop ring is parallel or wide-angle. 2. If the joint of the resin concrete pipe in item 1 of the patent application scope, 其中,樹脂混凝土管的後端部小徑段的外徑是上述混凝土 管主體的內外徑的幾乎中間徑,上水環的外徑是與上述管 主體的外徑幾乎相等,在該環的上述導引面的前部形成單 數或是複數的環溝。 3、如申請專利範圍第1或2項的樹脂混凝土管的接 頭,其中,上述熔接連接部的熔接是等離子熔接。 -11 -The outer diameter of the small-diameter section of the rear end portion of the resin concrete pipe is almost the middle diameter of the inner and outer diameters of the concrete pipe body, and the outer diameter of the water ring is almost equal to the outer diameter of the pipe body. The front part of the guide surface forms a singular or plural ring groove. 3. The joint of a resin concrete pipe according to item 1 or 2 of the scope of application for a patent, wherein the welding of the above-mentioned welding connection portion is plasma welding. -11-
TW092125770A 2003-04-22 2003-09-18 Resin concrete tube joint TWI256434B (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003116545A JP4034687B2 (en) 2003-04-22 2003-04-22 Resin concrete pipe fittings

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TWI256434B TWI256434B (en) 2006-06-11

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6044883B2 (en) * 2012-05-17 2016-12-14 日本ヒューム株式会社 Detachment prevention joint of propulsion pipe using steel concrete synthetic steel pipe

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54131122U (en) 1978-03-04 1979-09-11
JPH07127383A (en) * 1993-11-05 1995-05-16 Nitsukon Kogyo Kk Hume pipe joint collar
JP2001047128A (en) 1999-08-02 2001-02-20 Takahashi Techno:Kk Manufacture of pipe joint

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KR100674455B1 (en) 2007-01-29

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