JPS5833350Y2 - Synthetic resin drain pipe - Google Patents

Synthetic resin drain pipe

Info

Publication number
JPS5833350Y2
JPS5833350Y2 JP1978073980U JP7398078U JPS5833350Y2 JP S5833350 Y2 JPS5833350 Y2 JP S5833350Y2 JP 1978073980 U JP1978073980 U JP 1978073980U JP 7398078 U JP7398078 U JP 7398078U JP S5833350 Y2 JPS5833350 Y2 JP S5833350Y2
Authority
JP
Japan
Prior art keywords
pipe
tube
drain pipe
synthetic resin
curvature
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
Application number
JP1978073980U
Other languages
Japanese (ja)
Other versions
JPS54174917U (en
Inventor
武広 伊藤
良三 太田
久義 豊島
Original Assignee
株式会社クボタ
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
Application filed by 株式会社クボタ filed Critical 株式会社クボタ
Priority to JP1978073980U priority Critical patent/JPS5833350Y2/en
Publication of JPS54174917U publication Critical patent/JPS54174917U/ja
Application granted granted Critical
Publication of JPS5833350Y2 publication Critical patent/JPS5833350Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は合成樹脂製排水管に関し、詳細には、排水量が
変動した場合でも常に適正な流水状態を維持することが
でき、且つ比較的少量の製管材料でも優れた剛性を発揮
し、更には排水中に含まれる夾雑物に対して耐摩耗対策
を施こした新規な合成樹脂製排水管に関するものである
[Detailed description of the invention] The present invention relates to a synthetic resin drainage pipe, and more specifically, it is capable of maintaining an appropriate water flow condition even when the amount of drainage fluctuates, and is excellent even with a relatively small amount of pipe material. This invention relates to a new synthetic resin drain pipe that exhibits rigidity and is also wear-resistant against foreign substances contained in waste water.

硬質塩化ビニル樹脂等からなる合成樹脂製排水管として
は、第1図の様な真円状の排水管1が最も広く使用され
ている。
As a synthetic resin drain pipe made of hard vinyl chloride resin or the like, a perfect circular drain pipe 1 as shown in FIG. 1 is most widely used.

ところが最近第2図に示す如く、管肉部に対して管軸と
平行方向に多数の小孔2を形成した排水管1(所謂孔あ
き管)が提案され、同一材料量で大肉厚に形成できるた
め剛性が高くできるとして注目されている。
However, recently, as shown in Fig. 2, a drainage pipe 1 (so-called perforated pipe) in which a large number of small holes 2 are formed in the pipe wall in a direction parallel to the pipe axis has been proposed, and it is possible to form a large wall thickness using the same amount of material. It is attracting attention for its high rigidity.

即ち管肉部に多数の小孔2を形成すると、小孔2の体積
分に対応して管肉全体を厚くすることができ、第1図の
様な排水管1(等量の合成樹脂材を用いたもので、肉厚
は第2図のものより小さい)に比べてその剛性が高めら
れる。
That is, by forming a large number of small holes 2 in the pipe wall, the entire pipe wall can be made thicker in proportion to the volume of the small holes 2. (The wall thickness is smaller than that shown in Fig. 2), which increases its rigidity.

ところがこの種の孔あき管は耐摩耗性が乏しいという欠
点がある。
However, this type of perforated tube has the disadvantage of poor wear resistance.

即ち排水管1の底部は排水中に含まれる土砂やゴミ等の
夾雑物3が通過するときに摩擦され易く、管肉部に小孔
2が形成されているとわずかな摩擦によっても小孔2部
分がすりきれる様にして開口し、前記夾雑物の係止堆積
を助長して流水状態を悪くしたり、或は管底部が簡単に
破損して漏水事故につながる場合もあり、排水管として
の適用には尚問題を残している。
That is, the bottom of the drain pipe 1 is easily rubbed when foreign substances 3 such as dirt and garbage contained in the drainage water pass through, and if the small hole 2 is formed in the pipe wall, even a slight friction can cause the small hole 2 to be rubbed. The pipe may open in such a way that the part is worn out, promoting the accumulation of impurities and impairing the flow of water, or the bottom of the pipe may be easily damaged, leading to a water leakage accident. There are still problems in its application.

一方第1図の様な排水管1では、排水量が減少したとき
にその深度りが小さくなるから、第3図の如く管底部の
曲率半径R1が管上右部の曲率半径R2よりも小さい所
謂卵形構造の排水管1とし、排水量が減少したときでも
相当の深度りを確保できる様な排水管1も提案されてい
る。
On the other hand, in the drain pipe 1 as shown in Fig. 1, the depth becomes smaller when the drainage volume decreases, so the radius of curvature R1 of the bottom of the pipe is smaller than the radius of curvature R2 of the right part of the pipe as shown in Fig. 3. A drainage pipe 1 has also been proposed that has an egg-shaped structure and can ensure a considerable depth even when the amount of drainage is reduced.

そこで第2゜3図を組合わせた構造即ち卵形構造の排水
管1に対してその管内部に多数の小孔を形成することも
考えられる。
Therefore, it is conceivable to form a large number of small holes inside the drain pipe 1 having a structure that combines the structures shown in FIGS. 2 and 3, that is, an oval structure.

このすれば■少排水量のときの深度りの維持及び■剛性
の向上を同時に達成できるであろうが、卵形構造の場合
、管底部の摩耗は第2図如き真円構造の場合よりも更に
著しいから、単なる構造上の組合わせでは、前記効果を
直裁的に達成することは考えられない。
By doing this, it would be possible to maintain the depth when the displacement is small and increase the rigidity at the same time, but in the case of an egg-shaped structure, the wear on the bottom of the tube is more severe than in the case of a perfectly circular structure as shown in Figure 2. This is so significant that it is difficult to imagine that the above effect can be achieved directly through a mere structural combination.

本考案者等は前述の様な知見並びに着想を基にして、前
記■、■の効果を一挙に発揮し且つ摩損事故を可及的に
防止できる様な排水管の開発を期して鋭意検討を進めて
きた。
Based on the above-mentioned knowledge and ideas, the inventors of the present invention have conducted intensive studies with the aim of developing a drainage pipe that can exhibit the effects of (1) and (3) above at once and prevent wear and tear accidents as much as possible. I've made progress.

その結果以下に示す構造の排水管であれば上記の目的が
すべて遠戚できることを知り、薮に本考案を完成するに
至った。
As a result, I learned that all of the above objectives could be achieved by using a drain pipe with the structure shown below, and I was able to complete the present invention.

即ち本考案に係る合成樹脂製排水管の要旨とは、管体の
内周面を、配管時に底部側となるべき比較的大きい曲率
の円弧面と配管時に頂部側となるべき比較的小さい曲率
の円弧面で構成してなる合成樹脂製排水管において、比
較的大きい曲率の円弧面に係る管肉の全部又は一部であ
って、前記底部側の最下端を含む管肉部を除く管肉部に
、管軸方向に延びる多数の小孔を形成してなるところに
存在する。
In other words, the gist of the synthetic resin drain pipe according to the present invention is that the inner circumferential surface of the pipe body is made of an arcuate surface with a relatively large curvature, which should be on the bottom side during piping, and an arcuate surface with a relatively small curvature, which should be on the top side during piping. In a synthetic resin drain pipe constituted by an arcuate surface, all or part of the pipe wall related to the arcuate surface with a relatively large curvature, excluding the pipe wall portion including the lowermost end on the bottom side. It exists in a place where a large number of small holes are formed extending in the direction of the tube axis.

以下実施例たる図面によりながら本考案の構成及び作用
効果を説明するが、図は最も代表的な例にすぎず、前・
後記の趣旨に徴して適宜形状を変更することも可能であ
り、それらは何れも本考案の技術的範囲に含まれる。
The configuration and effects of the present invention will be explained below with reference to the drawings, which are examples. However, the drawings are only the most representative examples.
It is also possible to change the shape as appropriate for the purpose described later, and all of these are included in the technical scope of the present invention.

第4図は本考案の合成樹脂製排水管1を例示する断面図
で、底部側は比較的小さい曲率半径R1の(即ち曲率の
大きい)円弧面4で、また上方側は比較的大きい曲率半
径R2の(即ち曲率の小さい)円弧面5で夫々構成され
、全体として下すぼまり状に構成されている。
FIG. 4 is a cross-sectional view illustrating the synthetic resin drain pipe 1 of the present invention, in which the bottom side has a circular arc surface 4 with a relatively small radius of curvature R1 (that is, the radius of curvature is large), and the top side has a relatively large radius of curvature. Each of them is made up of circular arc surfaces 5 of R2 (that is, small curvature), and the whole is formed into a downward concave shape.

従って排水量が減少した場合でも排水は相当の深度りを
維持しつつ円滑に流れ、夾雑物3はこの水流によってス
ムーズに押し流される。
Therefore, even when the amount of water discharged is reduced, the water flows smoothly while maintaining a considerable depth, and the foreign matter 3 is smoothly washed away by this water flow.

その為管底に夾雑物3が沈降堆積する様な事態は可及的
に防止される。
Therefore, a situation in which the contaminants 3 settle and accumulate at the bottom of the tube is prevented as much as possible.

またこの排水管1には、配管状態において上方に位置す
る大曲率半径R2の管肉部に管軸と平行方向に多数の小
孔2が形成されている。
Further, in the drain pipe 1, a large number of small holes 2 are formed in the pipe wall portion having a large radius of curvature R2 located above in the pipe state in a direction parallel to the pipe axis.

従って同−樹脂材量及び同一口径の条件において、管内
全体を従前の肉厚よりも20〜30%程度厚内にするこ
とができ、それによって排水管1の撓み強度及び撓み剛
性を大幅に向上することができる。
Therefore, under the conditions of the same amount of resin material and the same diameter, the entire inside of the pipe can be made approximately 20 to 30% thicker than the previous wall thickness, thereby significantly improving the bending strength and bending rigidity of the drain pipe 1. can do.

尚図例からも明らかな如く管底部の管内部(即ち大曲率
部の中心角θの円弧範囲)には小孔2を形成しなかった
が、これは管内流体及び夾雑物3による摩耗に対抗し得
る十分な肉厚を確保するためである。
As is clear from the example in the figure, the small hole 2 was not formed inside the tube at the bottom of the tube (i.e., the arc range of the central angle θ of the large curvature section), but this was done to prevent wear caused by the fluid inside the tube and foreign matter 3. This is to ensure sufficient wall thickness.

即ち管内流体が増加した場合、その重量増大及び流速増
大に伴なって管底部にかかる局部荷重は増大するから、
管底部の局部荷重剛性を確保するためには管底部に小孔
2を形成するのは好ましくない。
In other words, when the amount of fluid in the pipe increases, the local load applied to the bottom of the pipe increases as its weight and flow rate increase.
In order to ensure the local load rigidity of the tube bottom, it is not preferable to form the small hole 2 in the tube bottom.

また流量増大によって夾雑物3は速く流れ、管底部を強
くこすりつつ押し流されてこの部分が摩耗し易くなるか
ら、摩耗対策からしても管底部に小孔を形成すべきでな
い。
Further, as the flow rate increases, the contaminants 3 flow faster and are swept away while strongly rubbing against the bottom of the tube, making this part more likely to wear out. Therefore, small holes should not be formed in the bottom of the tube from the standpoint of preventing wear.

しかし排水管1の上方部は管内流体の重力作用を直接受
けることがなく、また夾雑物3による摩擦も少ないから
、この部分−帯に小孔2を設けても摩耗に関する実害は
表われない。
However, since the upper part of the drain pipe 1 is not directly subjected to the gravitational action of the fluid in the pipe, and there is little friction due to foreign matter 3, even if the small holes 2 are provided in this part/band, no actual damage related to wear will occur.

向上配管内流体及び夾雑物3の摩擦に対処するうえで、
小孔2を形成すべきでない管底部の好適領域は、曲率半
径R1の中心点における中心角θにして90〜180度
の円弧範囲であり、当該角度範囲以外の円弧範囲に小孔
を形成すると前述の効果が大幅に希釈されるので好まし
くない。
Improved In dealing with friction between fluid in piping and foreign matter 3,
The preferred region of the bottom of the tube in which the small hole 2 should not be formed is an arc range of 90 to 180 degrees with the central angle θ at the center point of the radius of curvature R1. This is not preferred because the aforementioned effects are significantly diluted.

ところで管肉部に形成される小孔2の形状、大きさ、数
等は格別制限される訳でなく、排水管本体の肉厚、成形
作業性、排水管に要求される強度等に応じて適宜に変更
できる。
By the way, the shape, size, number, etc. of the small holes 2 formed in the pipe wall portion are not particularly limited, and may vary depending on the wall thickness of the drain pipe body, molding workability, strength required for the drain pipe, etc. It can be changed as appropriate.

この場合小孔2を多く且つ大きくすればするほど管内を
相対的に厚くすることができ、それに伴なって管1の剛
性は高められるが、それに反して小孔2形成部における
実質上の樹脂層が薄くなって衝撃強度が低下するので、
これら両者の兼ね合いを考慮しつつ適宜に定めるべきで
ある。
In this case, the larger and larger the number of small holes 2, the relatively thicker the inside of the tube can be, and the rigidity of the tube 1 can be increased accordingly. As the layer becomes thinner and the impact strength decreases,
They should be determined appropriately while taking into account the balance between the two.

この点に関し本考案者等が実験的に確認したところでは
、管上方部の管内断面積に対して小孔2の総合断面積が
30%程度以下になる様に調整し、且つ小孔2の直径を
管の肉厚のう程度にした場合に最良の結果が得られるこ
とがわかった。
Regarding this point, the present inventors have experimentally confirmed that the total cross-sectional area of the small hole 2 is adjusted to be about 30% or less of the internal cross-sectional area of the upper part of the tube, and It has been found that the best results are obtained when the diameter is approximately the same as the wall thickness of the tube.

また小孔2を形成する手段も特に限定されないが、最も
一般的なのは、押出成形装置のスパイダ一部分から金型
吐出口部分に亘って多数の棒材(形成すべき小孔2の直
径に応じた外径)を配置しておき、押出成形と同時に所
定の小孔2を形成する方法である。
The means for forming the small hole 2 is also not particularly limited, but the most common method is to use a large number of rods (according to the diameter of the small hole 2 to be formed) extending from the spider part of the extrusion molding device to the mold discharge port. This is a method in which predetermined small holes 2 are formed at the same time as extrusion molding.

第5図は本考案の他の実施例で、第1内面形状を逆ダル
マ状にしたものであり、基本的効果は第4図の例と同様
である。
FIG. 5 shows another embodiment of the present invention, in which the first inner surface shape is inverted, and the basic effect is the same as the example shown in FIG. 4.

但し第5図では、管底部の円弧面4の曲率半径R1をよ
り小さくできるから本考案の効果が一段と高められ、更
には上方部の殆んどすべての円弧面5を同一曲率半径R
2で形成しているから、この管1の上方における枝管接
続作業を容易に行ない得るという利点も併せて享受でき
る。
However, in FIG. 5, since the radius of curvature R1 of the arcuate surface 4 at the bottom of the tube can be made smaller, the effect of the present invention is further enhanced.
2, it is also possible to enjoy the advantage that branch pipe connection work above the pipe 1 can be easily performed.

尚第5図の例でも、小孔2を形成すべきでない管底部の
円弧範囲は、R1の中心点における中心角θにして90
〜180度の円弧範囲である。
In the example of FIG. 5 as well, the arc range of the tube bottom where the small hole 2 should not be formed is 90 degrees with the central angle θ at the center point of R1.
~180 degree arc range.

第6図は本考案の更に他の実施例で、排水管1の底部外
周側に水平面6を形成し、配管施工時における或は施工
後における管1の位置安定性を高めた例である。
FIG. 6 shows still another embodiment of the present invention, in which a horizontal surface 6 is formed on the outer peripheral side of the bottom of the drain pipe 1 to improve the positional stability of the pipe 1 during or after piping construction.

即ち前記図例の管は、第3,4゜5図において説明した
通り、管中心部から最も突出した部分を管底にして配管
施工すべきであるが、配管時の位置安定性が乏しく横転
し易いきらいがある。
In other words, as explained in Figs. 3, 4 and 5, the pipe shown in the above figure should be constructed with the part that most protrudes from the center of the pipe as the bottom, but the positional stability during piping is poor and it may roll over. I tend to dislike it.

これらは掘削溝の形状を工夫し或は適当な枕等を敷設す
ることによって容易に対処できるが、第6図の如く下面
に平行部6を形成しておけば管自体の位置安定性を確保
できるので好都合である。
These problems can be easily dealt with by modifying the shape of the excavation groove or laying suitable pillows, but if a parallel section 6 is formed on the bottom surface as shown in Figure 6, the positional stability of the pipe itself can be ensured. This is convenient because it can be done.

この場合、第6図からも明らかな如く管底部両側は相当
厚肉になるから、本例では、小孔2を形成すべきでない
円弧範囲を中心角θにして40〜90度円弧範囲程度ま
で縮少することが可能である。
In this case, as is clear from Fig. 6, both sides of the tube bottom are considerably thick, so in this example, the arc range in which the small hole 2 should not be formed is approximately 40 to 90 degrees with the center angle θ. It is possible to reduce the

尚図例では断面図のみで説明したが、管の長手方向の形
状は公知の合成樹脂管と同様に理解すればよく、無頭の
長尺若しくは短尺管、片受、片押、両受の長尺若しくは
短尺管として有効利用できる。
Although the illustrations have been explained using only cross-sectional views, the shape of the pipe in the longitudinal direction can be understood in the same way as well-known synthetic resin pipes. It can be effectively used as a long or short tube.

本考案は概略以上の様に構成されているので、同一材料
量同一口径の条件下で可及的厚内に形成できるので管体
の剛性が向上するという孔あき管本来の特長を維持しつ
つ、以下示す様な極めて現実的な利益を享受することが
できる。
Since the present invention is constructed as outlined above, it can be formed as thin as possible using the same amount of material and the same diameter, while maintaining the original feature of perforated pipes, which improves the rigidity of the pipe body. , you can enjoy very real benefits as shown below.

■ 管底部に大曲率の円弧面を形成し、排水及び夾雑物
の流れを円滑にしているから、夾雑物の沈降堆積を可及
的に防止できる。
■ A circular arc surface with a large curvature is formed at the bottom of the tube to smooth the flow of drainage and foreign matter, so that sedimentation and accumulation of foreign matter can be prevented as much as possible.

■ 流水抵抗が最も大きく且つ夾雑物による摩耗が最も
著しい管底部を残して、その上方側に多数の小孔を形成
しているから、管底部の強度不足を招くことなく管全体
を相対的に厚内にすることができ、撓み強度及び撓み剛
性を大幅に高めることができる。
■ Many small holes are formed above the bottom of the tube, where the flow resistance is the greatest and the abrasion caused by foreign substances is the most severe, so that the entire tube can be relatively stabilized without causing insufficient strength at the bottom of the tube. It can be made within the thickness range, and the deflection strength and deflection rigidity can be greatly increased.

【図面の簡単な説明】[Brief explanation of drawings]

第1〜3図は公知の排水管を示す断面図、第4〜6図は
本考案に係る排水管を例示する断面図である。 1・・・・・・排水管、2・・・・・・小孔、3・・・
・・・夾雑物、4・・・・・・大曲率円弧面、5・・・
・・・小曲率円弧面、6・・・・・・平行部。
1-3 are sectional views showing a known drain pipe, and FIGS. 4-6 are sectional views illustrating a drain pipe according to the present invention. 1...Drain pipe, 2...Small hole, 3...
... Contaminants, 4... Large curvature arc surface, 5...
...Small curvature arc surface, 6...Parallel part.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 管体の内周面を、配管時に底部側となるべき比較的大き
い曲率の円弧面と配管時に頂部側となるべき比較的小さ
い曲率の円弧向で構成してなる合成樹脂製排水管におい
て、比較的大きい曲率の円弧面に係る管内の全部又は一
部であって、前記底部側の最下端を含む管内部を除く管
肉部に、管軸方向に延びる多数の小孔を形成してなるこ
とを特徴とする合成樹脂製排水管。
Comparison of synthetic resin drainage pipes in which the inner circumferential surface of the pipe body is composed of an arcuate surface with a relatively large curvature, which should be on the bottom side during piping, and an arcuate surface with a relatively small curvature, which should be on the top side during piping. A large number of small holes extending in the axial direction of the tube are formed in all or a part of the inside of the tube related to an arcuate surface with a large curvature, excluding the inside of the tube including the lowest end on the bottom side. A synthetic resin drainage pipe featuring:
JP1978073980U 1978-05-30 1978-05-30 Synthetic resin drain pipe Expired JPS5833350Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1978073980U JPS5833350Y2 (en) 1978-05-30 1978-05-30 Synthetic resin drain pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1978073980U JPS5833350Y2 (en) 1978-05-30 1978-05-30 Synthetic resin drain pipe

Publications (2)

Publication Number Publication Date
JPS54174917U JPS54174917U (en) 1979-12-10
JPS5833350Y2 true JPS5833350Y2 (en) 1983-07-25

Family

ID=28987092

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1978073980U Expired JPS5833350Y2 (en) 1978-05-30 1978-05-30 Synthetic resin drain pipe

Country Status (1)

Country Link
JP (1) JPS5833350Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5252222A (en) * 1975-10-03 1977-04-26 Wavin Bv Plastic pipe * having wall with longitudinal channels * manufacturing method of it

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5514863Y2 (en) * 1975-12-26 1980-04-04

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5252222A (en) * 1975-10-03 1977-04-26 Wavin Bv Plastic pipe * having wall with longitudinal channels * manufacturing method of it

Also Published As

Publication number Publication date
JPS54174917U (en) 1979-12-10

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