JPH0216683B2 - - Google Patents
Info
- Publication number
- JPH0216683B2 JPH0216683B2 JP17166382A JP17166382A JPH0216683B2 JP H0216683 B2 JPH0216683 B2 JP H0216683B2 JP 17166382 A JP17166382 A JP 17166382A JP 17166382 A JP17166382 A JP 17166382A JP H0216683 B2 JPH0216683 B2 JP H0216683B2
- Authority
- JP
- Japan
- Prior art keywords
- synthetic resin
- ring
- tube
- hume
- 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
Links
Landscapes
- Joints With Sleeves (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
【発明の詳細な説明】
本発明は、ヒユーム管の製法に関する。さらに
詳しくは、継手部が、合成樹脂環で構成されるヒ
ユーム管に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for manufacturing a Huum tube. More specifically, the present invention relates to a hume tube in which the joint portion is made of a synthetic resin ring.
従来の管体継手部は、第1図〜第3図に示す構
造のものが用いられている。 A conventional pipe joint has a structure shown in FIGS. 1 to 3.
第1図における継手部構造では、その成型時
に、遠心力の作用によつて、コンクリート中より
分離した水分が、ソケツト部成型用金型の裏側に
集積し、コンクリートの充填を妨げるために、ソ
ケツト部内面1が平滑に成形されず、その表面に
凹凸が生じるおそれがある。そのために止水ゴム
リング2とソケツト部内面1の接触が不充分とな
り、止水性が悪くなる。また、この構造では、ソ
ケツト部の外径が本体部のそれよりも大きいの
で、管埋設時に堀削溝幅を管体の外径より大きく
しなければならないので、工事費の増大を招く。 In the joint structure shown in Fig. 1, during molding, water separated from the concrete due to the action of centrifugal force accumulates on the back side of the mold for molding the socket part, preventing the filling of concrete. There is a risk that the inner surface 1 will not be formed smoothly and that the surface will be uneven. Therefore, the contact between the water-stopping rubber ring 2 and the inner surface 1 of the socket portion becomes insufficient, resulting in poor water-stopping properties. In addition, in this structure, since the outer diameter of the socket portion is larger than that of the main body portion, the width of the excavation groove must be made larger than the outer diameter of the tube body when burying the tube, resulting in an increase in construction costs.
第2図における継手部構造では、管端部3にコ
ンクリートカラー4を取付けるためにモルタルコ
ーキング5を必要とし、それに要する手間と、第
1図と同様な理由による掘削幅の増大に伴う工事
費の増加を招く。 In the joint structure shown in Figure 2, mortar caulking 5 is required to attach the concrete collar 4 to the pipe end 3, which increases the effort required and the construction cost due to the increased excavation width for the same reason as in Figure 1. cause an increase.
第3図の場合には、コンクリート管6,6によ
つてスチールカラー7の輪形部8を挾持し、その
円筒部9を管端の凹部10,10に嵌合し、止水
用のガスケツト11,11を上記円筒部9と凹部
10,10との間に介在させている。 In the case of FIG. 3, the ring-shaped part 8 of the steel collar 7 is held between the concrete pipes 6, 6, the cylindrical part 9 is fitted into the recesses 10, 10 at the ends of the pipes, and the water-stop gasket 11 is inserted. , 11 are interposed between the cylindrical portion 9 and the recesses 10, 10.
ところが、この管体を推進用コンクリート管と
して使用した場合には、推進施工中に、すきま1
2より土砂が流入したり、カラー7と地盤とのま
さつによつて、カラー7の上記円筒部9の端部1
3が、点線部のようにまくれ上り、止水性が悪化
するなどの欠点があつた。 However, when this pipe is used as a concrete pipe for propulsion, a gap of 1
2, or due to the collision between the collar 7 and the ground, the end 1 of the cylindrical portion 9 of the collar 7
No. 3 had drawbacks such as curling up as shown by the dotted line and poor water-stopping properties.
本発明は上記欠点を解消するべくなされたもの
で、良好な止水性を維持し、強固な構造の継手部
を持つヒユーム管の製法を提供するもので、その
要旨は、環内に繊維層を設け、かつ長さ方向のほ
ぼ中央より片側半分内の内表面に突起をもつ合成
樹脂環を形成し、該突起部分がコンクリート層内
に内蔵されるようにして、合成樹脂環を管端部に
剛結することを特徴とするヒユーム管の製法にあ
る。 The present invention has been made in order to eliminate the above-mentioned drawbacks, and provides a method for manufacturing a hump pipe that maintains good water-stopping properties and has a joint part with a strong structure. A synthetic resin ring with a protrusion is formed on the inner surface of one half of the pipe from approximately the center in the length direction, and the protrusion is embedded in the concrete layer, and the synthetic resin ring is attached to the end of the pipe. The method of manufacturing Huyume tubes is characterized by their rigid connection.
上記合成樹脂としては、エポキシ樹脂、ポリエ
ステル樹脂、アルキツド樹脂、フエノール樹脂、
尿素樹脂、メラミン樹脂、フラン樹脂、ジアリル
フタレート樹脂等を用いることができるが、特に
これらに限定されない。 The above synthetic resins include epoxy resin, polyester resin, alkyd resin, phenolic resin,
Urea resins, melamine resins, furan resins, diallyl phthalate resins, and the like can be used, but are not particularly limited to these.
また、骨材としては、硬質な細骨材が好まし
く、しかも、粒径の異なるものが適当な割合で混
合していると空隙率が小さくなり、骨材間の空隙
を満たすのに必要な合成樹脂量が少ない量で十分
となり、また、管壁成型時の作業性も向上する。 In addition, hard fine aggregate is preferable as the aggregate, and if aggregates with different particle sizes are mixed in an appropriate ratio, the porosity will be reduced, and the synthesis necessary to fill the voids between the aggregates will reduce the porosity. A small amount of resin is sufficient, and workability during tube wall molding is also improved.
繊維としては、遠心力の作用によつて、合成樹
脂層に沈入するものであればよく、例えば、プラ
スチツク、ガラス、スチール製の繊維を用いるこ
とができる。繊維の形態はこれを問はない。 Any fiber may be used as long as it sinks into the synthetic resin layer by the action of centrifugal force, and for example, fibers made of plastic, glass, or steel can be used. The form of the fibers does not matter.
突起部を形成する固形物は、骨材を用いてもよ
いし、これに限らず、金属、無機又は有機化合物
からなる固形物を用いることができ、いずれの場
合も、その粒径は5mm以上が好ましい。 The solid material forming the protrusions may be aggregate, or may be a solid material made of metal, inorganic or organic compound, and in either case, the particle size must be 5 mm or more. is preferred.
本発明の製法は、まず、ヒユーム管成型用型枠
を用いて、横置きした型枠を回転させながら計算
量の合成樹脂を投入し、次にその合成樹脂が固ま
らないうちに、細骨材−繊維−細骨材の順序で各
材料を投入し、最後に固形物を投入し、その一部
が環内表面より1mm以上突起するようにして、遠
心力によつて合成樹脂環を形成する。例えば、合
成樹脂環の厚さが10mmの場合、形成される繊維層
は、該合成樹脂環の断面において外表面より約2
mmの所から約5mmの厚さに形成されるよう、繊維
投入時期、投入量などを調整する。上記繊維層
は、それが立表面に露出することを避けることが
必要である。上記細骨材は、合成樹脂材料の節減
と繊維層の還内における位置決めの作用をもつ。 In the manufacturing method of the present invention, first, a calculated amount of synthetic resin is poured into a horizontally placed formwork while rotating it, and then, before the synthetic resin hardens, fine aggregate is added. - Add each material in the order of fiber - fine aggregate, and finally add the solid material so that a part of it protrudes 1 mm or more from the inner surface of the ring to form a synthetic resin ring by centrifugal force. . For example, when the thickness of the synthetic resin ring is 10 mm, the formed fiber layer is approximately 2 mm thicker than the outer surface in the cross section of the synthetic resin ring.
Adjust the timing and amount of fiber input so that it is formed to a thickness of about 5 mm from the mm point. It is necessary to avoid exposing the fibrous layer to the vertical surface. The above-mentioned fine aggregate has the function of saving the synthetic resin material and positioning the fiber layer in the return.
なお、上記合成樹脂環の肉厚は、剛結されるヒ
ユーム管の外径によつて、適当に決定することが
できる。例えば、1000mm管の場合、その肉厚は10
mmであり、管径に応じて6〜40mmの厚さに形成さ
れる。また、固形物を用いる代わりに、第5図に
示すように合成樹脂がある程度硬化したときに、
その内表面に器具によつて凹凸または溝を作り、
硬化させる方法を用いることができる。 The thickness of the synthetic resin ring can be appropriately determined depending on the outer diameter of the hume pipe to which it is rigidly connected. For example, for a 1000mm pipe, its wall thickness is 10
mm, and is formed to a thickness of 6 to 40 mm depending on the pipe diameter. In addition, instead of using a solid material, when the synthetic resin is hardened to some extent as shown in Figure 5,
Make unevenness or grooves on the inner surface with a tool,
A method of curing can be used.
次に、この内表面に突起部をもつ合成樹脂環を
ヒユーム管成形用型枠内に配置し、通常の方法に
従つて、横置きして回転しながら、コンクリート
を投入し、遠心力によつて、締固めコンクリート
管を成形する。こうして、ヒユーム管の端部に該
ヒユーム管と同一外径の合成樹脂環を剛結するこ
とができる。 Next, this synthetic resin ring with protrusions on its inner surface is placed in a formwork for forming hume pipes, and concrete is poured into it while rotating it horizontally according to the usual method, and centrifugal force is applied to the synthetic resin ring. Then, a compacted concrete pipe is formed. In this way, a synthetic resin ring having the same outer diameter as the hume tube can be rigidly connected to the end of the hume tube.
第4図又は第5図は、本発明方法によるヒユー
ム管の接合の一実施例を示す。図示のように、一
方ヒユーム管14の管端15の外周には繊維層1
6と細骨材17を含む合成樹脂環18が、環内表
面より突起した固形物19または環内表面に形成
した溝19′を介して、剛結されており、他方の
ヒユーム管24の管端20の外周の切り欠き21
と合成樹脂環18との間にはガスケツト22が配
置されている。ヒユーム管14に剛結された合成
樹脂環18の内表面23は極めて平滑であり、環
内表面23とガスケツト22との接触が完全とな
つて、強固な継手構造となる。 FIG. 4 or FIG. 5 shows an embodiment of the joining of Hume's canal according to the method of the present invention. As shown in the figure, on the other hand, a fiber layer 1 is provided on the outer periphery of the tube end 15 of the hume tube 14.
6 and a synthetic resin ring 18 containing fine aggregate 17 are rigidly connected via a solid object 19 protruding from the inner surface of the ring or a groove 19' formed on the inner surface of the ring, and the pipe of the other hume pipe 24 is Notch 21 on the outer periphery of the end 20
A gasket 22 is disposed between the ring 18 and the synthetic resin ring 18. The inner surface 23 of the synthetic resin ring 18 rigidly connected to the hume tube 14 is extremely smooth, and the inner surface 23 of the ring and the gasket 22 are in perfect contact, resulting in a strong joint structure.
合成樹脂環18は、ヒユーム管の外径と同一外
径を持ち、端部に剛結されているので、鋼製カラ
ーによる現行管(第3図参照)のように鋼製カラ
ーがめくり上つて、止水性を悪くすることはな
い。 The synthetic resin ring 18 has the same outer diameter as the outer diameter of the fume tube and is rigidly connected to the end, so the steel collar cannot be flipped up like the current steel collar tube (see Figure 3). , does not impair water-stopping properties.
また、合成樹脂環18は、その突起部におい
て、ヒユーム管の成形と同時に、遠心力の作用に
よつて、該ヒユーム管と剛結されるので、強固な
結合構造を形成する。さらに継手部構造が、内外
面の平滑な合成樹脂製の環体と止水ガスケツトに
よつて構成されるので、施工後の継手部は耐腐食
性の優れたものとなる。 In addition, the synthetic resin ring 18 is rigidly connected to the hume tube at its protruding portion by the action of centrifugal force at the same time as the hume tube is formed, so that a strong bonding structure is formed. Furthermore, since the joint structure is composed of a ring made of synthetic resin with smooth inner and outer surfaces and a water-stop gasket, the joint after construction has excellent corrosion resistance.
第1図ないし第3図は従来のコンクリート管の
継手部の横断面図、第4図および第5図は本発明
に係るヒユーム管の継手を形成する状態を説明す
る横断面拡大図である。
14,24……ヒユーム管、15……ヒユーム
管14の管端、16……繊維、17……細骨材、
18……合成樹脂環、19……環内表面より突起
した固形物、19′……環内表面に形成した溝、
20……ヒユーム管24の管端、21……外周の
切り欠き、22……ガスケツト、23……環内表
面。
FIGS. 1 to 3 are cross-sectional views of conventional concrete pipe joints, and FIGS. 4 and 5 are cross-sectional enlarged views illustrating the state of forming the hume pipe joint according to the present invention. 14, 24... Huyume tube, 15... Tube end of hume tube 14, 16... Fiber, 17... Fine aggregate,
18...Synthetic resin ring, 19...Solid substance protruding from the inner surface of the ring, 19'...Groove formed on the inner surface of the ring,
20... Tube end of hume tube 24, 21... Notch on outer periphery, 22... Gasket, 23... Ring inner surface.
Claims (1)
央より片側半分内の内表面に突起をもつ合成樹脂
環を形成し、該突起部分がコンクリート層内に内
蔵されるようにして合成樹脂環を管端部に剛結す
ることを特徴とするヒユーム管の製法。 2 回転する型枠内に合成樹脂を投入し、該合成
樹脂が固まらないうちに、骨材−繊維−骨材の順
序で投入して環内に繊維層を形成し、長さ方向の
ほぼ中央より片側半分内に固形物をその一部が内
表面から突出するように埋設して上記合成樹脂環
を形成することを特徴とする特許請求の範囲第1
項記載のヒユーム管の製法。[Scope of Claims] 1. A synthetic resin ring is formed in which a fiber layer is provided within the ring and a protrusion is formed on the inner surface of one half of the ring from approximately the center in the length direction, and the protrusion portion is built into the concrete layer. 1. A method for manufacturing a hume tube, which is characterized by rigidly connecting a synthetic resin ring to the end of the tube in such a manner as to 2. Pour synthetic resin into the rotating formwork, and before the synthetic resin hardens, feed it in the order of aggregate-fiber-aggregate to form a fiber layer inside the ring, approximately in the center of the lengthwise direction. Claim 1, characterized in that the synthetic resin ring is formed by embedding a solid substance in one half so that a part thereof protrudes from the inner surface.
The manufacturing method of the Huum tube described in Section 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17166382A JPS5959408A (en) | 1982-09-30 | 1982-09-30 | Manufacture of hume pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17166382A JPS5959408A (en) | 1982-09-30 | 1982-09-30 | Manufacture of hume pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5959408A JPS5959408A (en) | 1984-04-05 |
| JPH0216683B2 true JPH0216683B2 (en) | 1990-04-18 |
Family
ID=15927386
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17166382A Granted JPS5959408A (en) | 1982-09-30 | 1982-09-30 | Manufacture of hume pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5959408A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0311511Y2 (en) * | 1985-07-26 | 1991-03-19 |
-
1982
- 1982-09-30 JP JP17166382A patent/JPS5959408A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5959408A (en) | 1984-04-05 |
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