JPH0596675U - Corrugated synthetic resin flexible tube - Google Patents
Corrugated synthetic resin flexible tubeInfo
- Publication number
- JPH0596675U JPH0596675U JP3722092U JP3722092U JPH0596675U JP H0596675 U JPH0596675 U JP H0596675U JP 3722092 U JP3722092 U JP 3722092U JP 3722092 U JP3722092 U JP 3722092U JP H0596675 U JPH0596675 U JP H0596675U
- Authority
- JP
- Japan
- Prior art keywords
- synthetic resin
- pipe
- flexible tube
- tube
- resin flexible
- 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
Links
Landscapes
- Rigid Pipes And Flexible Pipes (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
Abstract
(57)【要約】
【構成】 波形合成樹脂可撓管の最大外径をD、管素材
のヤング率E、管素材の引張降状強さをFとした場合、
波形の波高hが(E×h)/D≧375kg/cm 2を満足
し、波形のピッチpがp/h≦5を満足し、管の軸心を
通る縦断面における管の長手方向15mm長の切断端面
の最小面積SがF×S≧150kgを満足することを特
徴とする波形合成樹脂可撓管。
【効果】 偏平圧縮強度、可撓性と同時に、ツルハシ鶴
橋で管を打撃しても、管に穴や亀裂、通線に支障をきた
す変形をを生じさせない程度の局所応力に耐えうる特性
を有する。地中埋設ケーブル防護管として極めて有用で
ある。
(57) [Summary] [Constitution] When the maximum outer diameter of the corrugated synthetic resin flexible tube is D, the Young's modulus of the tube material is E, and the tensile yield strength of the tube material is F,
The wave height h of the corrugation satisfies (E × h) / D ≧ 375 kg / cm 2 , the pitch p of the corrugation satisfies p / h ≦ 5, and the length of the pipe in the longitudinal direction is 15 mm in the longitudinal section passing through the axis of the pipe. Corrugated synthetic resin flexible tube, characterized in that the minimum area S of the cut end face of is satisfied with F × S ≧ 150 kg. [Effect] It has flat compression strength and flexibility, and at the same time has the property of being able to withstand local stress to the extent that even if the pipe is hit with a pickaxe Tsuruhashi, it will not cause holes or cracks in the pipe or deformation that will hinder the passage of wires. . It is extremely useful as a protective tube for underground cables.
Description
【0001】[0001]
本考案は、地中埋設の電力ケーブル、通信ケーブル等の防護に適する波形合成 樹脂可撓管に関する。詳しくは、機械的強度、可撓性がバランスよく優れ、特に 耐局所応力に優れた波形合成樹脂可撓管に関する。 The present invention relates to a corrugated synthetic resin flexible tube suitable for protecting underground power cables, communication cables and the like. More specifically, it relates to a corrugated synthetic resin flexible tube having excellent balance of mechanical strength and flexibility, and particularly excellent local stress resistance.
【0002】[0002]
近年、土地の有効利用、都市景観の美化などの観点から、電力ケーブルの地中 埋設化が盛んに行われている。特に市街地ではその要求は顕著である。このよう な地中埋設の電力ケーブルの防護管としては、特公昭60−40248号、特公 昭61−27972号があるが、これらにあげられている地中埋設の電力ケーブ ルの防護管は剛性直管であるため可撓性がなく既設管路を容易に迂回することが できず取扱が難しく、また長丈尺で供給できないため接続箇所が多く作業性の悪 いものとなっている。 In recent years, from the viewpoint of effective use of land and beautification of cityscapes, underground embedding of power cables has been actively carried out. Especially in urban areas, the demand is remarkable. Such protective tubes for underground power cables include Japanese Patent Publication No. 60-40248 and Japanese Patent Publication No. 61-27972, and the protective tubes for underground electric power cables listed therein are Since it is a rigid straight pipe, it is not flexible and cannot easily bypass the existing pipeline, making it difficult to handle, and since it cannot be supplied in a long length, it has many connection points and poor workability.
【0003】 地中埋設される管の敷設時において要求される条件を考えると、まず第一に、 交通量が多いため工期の短縮が望まれている。そのために、地中埋設される管に おいては、一夜で掘削、管敷設、埋め戻しが可能であること、軽量で取扱が簡単 であること、長丈尺で接続箇所が少ないことが要求される。第二に、市街地では 、管路等の既設埋設物が多いため、このような既設埋設物を容易に迂回できるこ と、必要な箇所で容易に切断が可能であることなどが要求される。そのため波形 が設けられた合成樹脂可撓管が用いられている。Considering the conditions required at the time of laying a pipe to be buried underground, first of all, it is desired to shorten the construction period because of the large traffic volume. For this reason, pipes that are buried underground are required to be capable of excavating, laying pipes, and backfilling overnight, being lightweight and easy to handle, and being long and have few connection points. .. Second, in urban areas, there are many existing buried objects such as pipelines, so it is necessary to be able to easily bypass such existing buried objects and to be able to easily cut where necessary. Therefore, a synthetic resin flexible tube provided with a corrugated shape is used.
【0004】 このような目的の合成樹脂可撓管として、特公昭46−20230号に管の最 大外径D、管素材のヤング率Eとした場合、波高hが(E×h)/D≧375kg /cm 2 を満足し、肉厚tが1mm≦t≦5mmの間にあり、ピッチpがp/h≦ 5を満足し、軸対象、又は螺旋状の波形をもち10〜250kg/mm2 のヤン グ率を有する本質的に熱可塑性樹脂で構成した波形合成樹脂可撓管が示されてい る。かかる波形合成樹脂可撓管は人力により屈曲できる程度の可撓性と横圧を加 えて20%変形させたときにおいて1ton/m以上の如き高い偏平強度を有す る。As a synthetic resin flexible tube for such purpose, when the maximum outer diameter D of the tube and Young's modulus E of the tube material are disclosed in Japanese Patent Publication No. 46-20230, the wave height h is (E × h) / D. ≧ 375 kg / cm 2 , wall thickness t is between 1 mm ≦ t ≦ 5 mm, pitch p satisfies p / h ≦ 5, and has axis symmetry or spiral waveform 10-250 kg / mm A corrugated synthetic resin flexible tube consisting essentially of a thermoplastic resin with a yang factor of 2 is shown. Such a corrugated synthetic resin flexible tube has flexibility such that it can be bent manually and has a high flat strength such as 1 ton / m or more when deformed by 20% under lateral pressure.
【0005】 さらに、このような波形合成樹脂可撓管の機械的強度をあげたものとして、実 開平1−123420号に金属補強層を設けた波形合成樹脂可撓管がある。しか し、かかる可撓管は金属を用いているためためにどうしても金属の腐食の問題が あり、特に地中においては湿気が多くまたどのような薬品にさらされるかわから ないため地中埋設防護管として用いるには長期寿命に問題がある。また作業性に 関しても金属を用いているため容易に切断ができず作業性の悪いものとなってい る。Further, as an example of the mechanical strength of such a corrugated synthetic resin flexible tube, there is a corrugated synthetic resin flexible tube in which a metal reinforcing layer is provided in Japanese Utility Model Publication No. 1-123420. However, since such a flexible tube uses metal, it has a problem of metal corrosion by all means, and especially in the underground, it is humid and it is not known what kind of chemicals it is exposed to. There is a problem with long life to use as. Also in terms of workability, since metal is used, it cannot be easily cut, resulting in poor workability.
【0006】 一方、既に埋設されている管やその周辺部の再掘削等の工事の際、作業員があ やまって鶴橋によって管を打撃し管に損傷を与えることがあり、ときには管に内 通するケーブルまでを損傷し被害が大いばかりか危険である。そのため地中埋設 のケーブル防護管としてはツルハシによってを打撃されても穴や、亀裂、変形が 生じない程度の局所応力に耐えうる特性が望まれる。しかしながら前記の波形合 成樹脂可撓管および前記の金属補強層を設けた波形合成樹脂可撓管はいずれも十 分な局所応力に耐えうるものではなかった。On the other hand, during construction such as re-excavation of an already buried pipe and its peripheral portion, a worker may accidentally hit the pipe with a crane bridge and damage the pipe. Not only is the damage caused even to the cables that pass through it, but it is also dangerous. For this reason, it is desirable that the cable protection pipe buried underground should have the property of withstanding local stress such that holes, cracks, and deformation will not occur even if it is hit by a pickaxe. However, neither the above-mentioned corrugated synthetic resin flexible tube nor the above corrugated synthetic resin flexible tube provided with the metal reinforcing layer can withstand a sufficient local stress.
【0007】[0007]
したがって、本考案は、電力ケーブル等を防護するために用いられる市街地用 地中埋設管として要求される基本性能として、土圧また、通過するトラックなど の活荷重に耐えうるような偏平強度と、既設管路を容易に回避できかつ不等沈下 に耐えまた人力により屈曲が可能であるような可撓性、軽量で取扱が簡単である という特性を有すると同時に、ツルハシ等で打撃されてもに穴や亀裂、通線に支 障をきたす変形が招じない程度の局所応力に耐えうる特性(以下耐ツルハシ衝撃 性という)を持つ波形合成樹脂可撓管を提供することを課題とする。 Therefore, the present invention has, as basic performance required as an underground buried pipe for urban areas used for protecting power cables, a flat strength capable of withstanding earth pressure and a live load such as a passing truck. It has the characteristics of being flexible, lightweight and easy to handle, as well as being capable of easily avoiding existing pipelines, being able to withstand uneven settlement, and being bendable by human power. It is an object of the present invention to provide a corrugated synthetic resin flexible tube having characteristics (hereinafter referred to as pick-should impact resistance) capable of withstanding local stress to the extent that deformation that would hinder holes, cracks, and wires does not result.
【0008】[0008]
上記課題を解決するために、本考案は、波形合成樹脂可撓管の最大外径をD、 管素材のヤング率E、管素材の引張降状強さをFとした場合、波形の波高hが( E×h)/D≧375kg/cm 2 を満足し、波形のピッチpがp/h≦5を満足し 、管の軸心を通る縦断面における管の長手方向15mm長の切断端面の最小面積 SがF×S≧150kgを満足することを特徴とする波形合成樹脂可撓管を提供 する。In order to solve the above-mentioned problems, the present invention provides a corrugated wave height h when the maximum outer diameter of the corrugated synthetic resin flexible tube is D, the Young's modulus E of the tube material, and the tensile yield strength of the tube material are F. Satisfies (E × h) / D ≧ 375 kg / cm 2 , the pitch p of the corrugations satisfies p / h ≦ 5, and the cut end surface of the longitudinal direction of the pipe in the longitudinal direction passing through the axial center of the pipe is 15 mm. Provided is a corrugated synthetic resin flexible tube having a minimum area S satisfying F × S ≧ 150 kg.
【0009】 波高hが(E×h/D)≧375kg/cm 2 の範囲を満たさないものとすると、 波形合成樹脂可撓管の20%変形時の偏平強度は1ton/m以下となって十分 な耐圧性を有する波形合成樹脂可撓管とはならなくなる。Assuming that the wave height h does not satisfy the range of (E × h / D) ≧ 375 kg / cm 2 , the flat strength at 20% deformation of the corrugated synthetic resin flexible tube is 1 ton / m or less, which is sufficient. It will not be a corrugated synthetic resin flexible tube with excellent pressure resistance.
【0010】 また、ピッチpがp/h≦5の範囲を逸脱すると、波形合成樹脂可撓管の20 %変形時の偏平強度は1ton/m以下となるかもしくは最小曲げ半径が大きく なり人力によ屈曲は困難とあるいは不可能となる。即ち可撓性が不十分となる。Further, when the pitch p deviates from the range of p / h ≦ 5, the flat strength at 20% deformation of the corrugated synthetic resin flexible tube becomes 1 ton / m or less, or the minimum bending radius becomes large and human power is increased. Bending is difficult or impossible. That is, the flexibility becomes insufficient.
【0011】 さらに、管の軸心を通る縦断面における管の長手方向15mm長の切断端面の 最小面積Sと管素材の引張降状強さFの関係が、F×S≧150kgの範囲であ ることによってはじめて耐ツルハシ衝撃性を有することがわかった。ここで、管 の軸心を通る縦断面における管の長手方向15mm長の切断端面の最小面積Sと は、図1に示すように、波形合成樹脂可撓管1の軸心を通る縦断面2における管 の長手方向15mm長の切断端面3がとりうる最小値のことである。Furthermore, the relationship between the minimum area S of the cut end face having a length of 15 mm in the longitudinal direction of the pipe and the tensile yield strength F of the pipe material in the longitudinal section passing through the axial center of the pipe is in the range of F × S ≧ 150 kg. It was found for the first time that it had pickaxe impact resistance. Here, the minimum area S of the cut end face having a length of 15 mm in the longitudinal direction of the pipe in the longitudinal section passing through the axial center of the pipe is, as shown in FIG. 1, the longitudinal section 2 passing through the axial center of the corrugated synthetic resin flexible tube 1. It is the minimum value that can be taken by the cut end face 3 having a length of 15 mm in the longitudinal direction of the pipe.
【0012】 また、本考案の波形合成樹脂可撓管の波形は軸対称の波形であっても、螺旋状 の波形であってもよい。Further, the waveform of the corrugated synthetic resin flexible tube of the present invention may be an axisymmetric waveform or a spiral waveform.
【0013】 本考案の波形合成樹脂可撓管は、種々の材料を用いて製造できるが、例えば、 硬質ポリ塩化ビニル樹脂組成物を用いた場合は、ヘンシェルミキサー、バンバリ ーミキサー等の混合装置を用いて混合し、さらに押出機、例えばコニカル異方向 二軸押出機を用いて押し出し後、成形機を用いて、管に可撓性を付与するための 通常の波付け加工することによって得られる。高密度ポリエチレン樹脂組成物を 用いた場合は、単軸押出機を用いて押し出した後、同様に成形機を用いて波付け 形成される。The corrugated synthetic resin flexible tube of the present invention can be manufactured by using various materials. For example, when a hard polyvinyl chloride resin composition is used, a mixing device such as a Henschel mixer or a Banbury mixer is used. It is obtained by mixing and mixing, further extruding using an extruder, for example, a conical twin-direction twin-screw extruder, and then using a molding machine, performing common corrugation for imparting flexibility to the tube. When a high-density polyethylene resin composition is used, it is extruded using a single-screw extruder and then corrugated using a molding machine.
【0014】[0014]
以下、本考案の実施例を示す。 実施例1〜5 波形合成樹脂可撓管の最大外径D、管素材のヤング率E、管素材の引張降状強 Fと、波形の波高h、管軸方向15mm幅の最小断面積Sが表1に示す値であり 、(E×h)/D≧375kg/cm 2 、p/h≦5、F×S≧150を満足する本 考案の波形合成樹脂可撓管である。An embodiment of the present invention will be shown below. Examples 1 to 5 The maximum outer diameter D of the corrugated synthetic resin flexible tube, the Young's modulus E of the tube material, the tensile yield strength F of the tube material, the wave height h of the waveform, and the minimum cross-sectional area S of the width of 15 mm in the tube axis direction are It is the value shown in Table 1, and is the corrugated synthetic resin flexible tube of the present invention satisfying (E × h) / D ≧ 375 kg / cm 2 , p / h ≦ 5, and F × S ≧ 150.
【0015】 比較例1〜3 波形合成樹脂可撓管の最大外径D、管素材のヤング率E、管素材の引張降状強 Fと、波形の波高h、管の軸方向15mm幅の断面積の最小断面積Sの値が表1 に示す値であり、(E×h)/D≧375kg/cm 2 、p/h≦5を満足するが、 F×S<150kgである波形合成樹脂管である。Comparative Examples 1 to 3 The maximum outer diameter D of the corrugated synthetic resin flexible tube, the Young's modulus E of the tube material, the tensile yield strength F of the tube material, the wave height h of the waveform, and the disconnection of the tube in the axial direction of 15 mm width. The value of the minimum cross-sectional area S of the area is the value shown in Table 1, which satisfies (E × h) / D ≧ 375 kg / cm 2 and p / h ≦ 5, but F × S <150 kg. It is a tube.
【0016】 実施例1〜5、比較例1〜3の管について耐ツルハシ衝撃性試験をおこなった 結果を表1に示す。Table 1 shows the results of pickaxe impact resistance test performed on the tubes of Examples 1 to 5 and Comparative Examples 1 to 3.
【0017】 尚、管素材の引張降状強さは、JIS K 7113にしたがって、2号試験 片を用いて、引張速度10mm/minの条件で測定した。The tensile yield strength of the tube material was measured in accordance with JIS K 7113 using a No. 2 test piece at a tensile speed of 10 mm / min.
【0018】 また、耐ツルハシ衝撃性の試験には、機械化して定量化を容易にした打撃試験 機を使用した。この打撃試験機とはJIS C 3801(がいし試験法)の7 .14項の打撃耐荷重試験法に準じた試験機で、回転自在の長さ1mのアーム先 端に16.16kgの荷重(先端ツルハシ状)を取り付け、95°の角度から自 然落下させ、アーム軸中心に対して垂直に固定された供試管を衝撃し、供試管内 部に挿入したケーブルに損傷を与えないかどうか、また管に亀裂および通線性に 支障をきたす変形を生じないか調べるものである。In addition, in the test of pickaxe impact resistance, an impact tester that was mechanized and easily quantified was used. This impact tester is JIS C 3801 (insulator test method) 7. Using a tester that complies with the impact load resistance test method in Section 14, attach a 16.16 kg load (pickaxe-like tip) to the tip of an arm that can rotate freely and have a length of 1 m, and then drop the arm by itself from an angle of 95 °. To check whether the test tube fixed perpendicular to the axis center is impacted and does not damage the cable inserted inside the test tube, and whether the tube is cracked or deformed to impair the wireability. Is.
【0019】[0019]
【表1】 [Table 1]
【0020】[0020]
本考案の可撓管は、波形合成樹脂可撓管の最大外径をD、管素材のヤング率E 、管素材の引張降状強をFとした場合、波形の波高hが(E×h)/D≧375 kg/cm 2 を満足し、波形のピッチpがp/h≦5を満足し、管の軸心を通る縦断 面における管の長手方向15mm長の切断端面の最小面積SがF×S≧150k gを満足することにより、土圧また、通過するトラックなどの活荷重に耐えうる ような偏平圧縮強度をもち、既設管路を容易に回避できかつ不等沈下に耐えまた 人力により屈曲が可能であるような可撓性を持つと同時に、特に作業員が誤って ツルハシ鶴橋で全力をこめ管を打撃しても、管に穴や亀裂、通線に支障をきたす 変形をを生じさせない程度の局所応力に耐えうる特性(耐ツルハシ衝撃性)を有 する。また樹脂からなるため軽量で取扱が簡単であり腐食の心配もない。従って 本考案の波形合成樹脂可撓管は地中埋設ケーブル防護管として極めて有用である 。In the flexible tube of the present invention, when the maximum outer diameter of the corrugated synthetic resin flexible tube is D, the Young's modulus of the tube material is E, and the tensile yield strength of the tube material is F, the wave height h of the waveform is (E × h ) / D ≧ 375 kg / cm 2 , the corrugated pitch p satisfies p / h ≦ 5, and the minimum area S of the cut end face of the longitudinal direction of the pipe of 15 mm in the longitudinal section passing through the axis of the pipe is By satisfying F × S ≧ 150 kg, it has a flat compressive strength that can withstand earth pressure and live load of passing trucks, etc., and can easily avoid existing pipelines and withstand uneven settlement and manpower. It has flexibility such that it can be bent, and at the same time, even if an operator accidentally hits the pipe with the Tsuruhashi Tsuruhashi by all means, the pipe will be deformed that will cause holes, cracks, and obstruction of the passage. It has the characteristic of being able to withstand a local stress that does not cause it (pickling impact resistance). Also, because it is made of resin, it is lightweight, easy to handle, and free from corrosion. Therefore, the corrugated synthetic resin flexible tube of the present invention is extremely useful as an underground cable protection tube.
【図面の簡単な説明】[Brief description of drawings]
【図1】本考案の波形合成樹脂可撓管の概略縦断面図FIG. 1 is a schematic vertical sectional view of a corrugated synthetic resin flexible tube of the present invention.
1 波形合成樹脂可撓管 2 管軸方向断面 3 管の軸心を通る縦断面における管の長手方向15m
m長の切断端面 p ピッチ h 波高 D 最大外径1 Waveform synthetic resin flexible tube 2 Cross section in the axial direction of the tube 3 Longitudinal direction 15 m of the tube in the vertical cross section passing through the axis of the tube
Cut end face of m length p Pitch h Wave height D Maximum outer diameter
Claims (1)
素材のヤング率E、管素材の引張降状強さをFとした場
合、波形の波高hが(E×h)/D≧375kg/cm 2 を
満足し、波形のピッチpがp/h≦5を満足し、管の軸
心を通る縦断面における管の長手方向15mm長の切断
端面の最小面積SがF×S≧150kgを満足すること
を特徴とする波形合成樹脂可撓管。1. When the maximum outer diameter of a corrugated synthetic resin flexible tube is D, the Young's modulus of the tube material is E, and the tensile yield strength of the tube material is F, the wave height h of the waveform is (E × h) / Satisfies D ≧ 375 kg / cm 2 , the pitch p of the corrugations satisfies p / h ≦ 5, and the minimum area S of the cut end face having a length of 15 mm in the longitudinal direction of the pipe in the longitudinal section passing through the axial center of the pipe is F × S. A corrugated synthetic resin flexible tube characterized by satisfying ≧ 150 kg.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP3722092U JPH0596675U (en) | 1992-06-02 | 1992-06-02 | Corrugated synthetic resin flexible tube |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3722092U JPH0596675U (en) | 1992-06-02 | 1992-06-02 | Corrugated synthetic resin flexible tube |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0596675U true JPH0596675U (en) | 1993-12-27 |
Family
ID=12491510
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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JP3722092U Pending JPH0596675U (en) | 1992-06-02 | 1992-06-02 | Corrugated synthetic resin flexible tube |
Country Status (1)
Country | Link |
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JP (1) | JPH0596675U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004515740A (en) * | 2000-12-16 | 2004-05-27 | プラギット インターナショナル ナムローゼ フェンノートシャップ | conduit |
JP2007333213A (en) * | 2006-06-14 | 2007-12-27 | Brugg Rohr Ag Holding | Heat insulated pipe conduit |
-
1992
- 1992-06-02 JP JP3722092U patent/JPH0596675U/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004515740A (en) * | 2000-12-16 | 2004-05-27 | プラギット インターナショナル ナムローゼ フェンノートシャップ | conduit |
JP2007333213A (en) * | 2006-06-14 | 2007-12-27 | Brugg Rohr Ag Holding | Heat insulated pipe conduit |
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