JPH05332479A - Corrugated sleeve - Google Patents

Corrugated sleeve

Info

Publication number
JPH05332479A
JPH05332479A JP4160039A JP16003992A JPH05332479A JP H05332479 A JPH05332479 A JP H05332479A JP 4160039 A JP4160039 A JP 4160039A JP 16003992 A JP16003992 A JP 16003992A JP H05332479 A JPH05332479 A JP H05332479A
Authority
JP
Japan
Prior art keywords
corrugated
pipe
sleeve
edge parts
pattern
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.)
Granted
Application number
JP4160039A
Other languages
Japanese (ja)
Other versions
JP3014540B2 (en
Inventor
Mitsuo Inui
三男 乾
Kazuya Imamatsu
一矢 今松
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Furukawa Electric Co Ltd
Original Assignee
Furukawa Electric 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
Application filed by Furukawa Electric Co Ltd filed Critical Furukawa Electric Co Ltd
Priority to JP4160039A priority Critical patent/JP3014540B2/en
Publication of JPH05332479A publication Critical patent/JPH05332479A/en
Application granted granted Critical
Publication of JP3014540B2 publication Critical patent/JP3014540B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02GINSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G3/00Installations of electric cables or lines or protective tubing therefor in or on buildings, equivalent structures or vehicles
    • H02G3/02Details
    • H02G3/04Protective tubing or conduits, e.g. cable ladders or cable troughs
    • H02G3/0462Tubings, i.e. having a closed section
    • H02G3/0468Corrugated

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joints Allowing Movement (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

PURPOSE:To carry out bending with a small radius of curvature by reducing the bending rigidity from both the edge parts toward the center part by forming each corrugated sleeve from the installation parts at both the edge parts and the corrugated part at the center part and setting the wave shape of the corrugated part to a specific pattern. CONSTITUTION:A corrugated sleeve 10 is installed as buffer pipe outside a corrugated pipe 12 for an electric wire protecting pipe, and embedded into a concrete wall 14. In this case, the corrugated sleeve 10 is formed from each installation part 16 at both the edge parts, central corrugated part 18 at the center part, and an intermediate corrugated part 20 at the intermediate part therebetween. The wave form of each corrugated part 18, 20 is formed from one or the combination of both, i.e., the pattern in which the pitch of the waves reduces gradually or stepwise from both the edge parts towards the center part and the pattern in which the height of the wave increases gradually or stepwise from both the edge parts towards the center part. Accordingly, the bending rigidity is reduced from both the edge parts of the corrugated sleeve 10 toward the center part, and bending is carried out with a small radius of curvature.

Description

【発明の詳細な説明】Detailed Description of the Invention 【産業上の利用分野】[Industrial application]

【0001】本発明は、波付スリーブに関し、更に特定
すれば両端部に設けられた比較的短い取り付け部とその
中間の波付部とからなる波付スリーブであって、小さな
曲率半径で曲がるように構成された波付スリーブに関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a corrugated sleeve, and more particularly, it is a corrugated sleeve consisting of a relatively short mounting portion provided at both ends and a corrugated portion in the middle thereof so that it can be bent with a small radius of curvature. Relates to a corrugated sleeve.

【0002】[0002]

【従来の技術】波付スリーブは、その可撓性を利用し
て、配管の曲げ部、剛性又は可撓性のパイプ同士の接続
部、可撓性の電線保護管とコンクリート構造物との接続
部等を始めとして種々の用途に使用されている。例え
ば、配管の曲げ部には良好な作業性と曲げた形状を維持
する必要性等から曲がり易い合成樹脂製波付スリーブが
使用されており、或いはパイプ同士の接続部には接続す
るパイプの端部間の位置的なずれを調整するために可撓
性を備えた波付スリーブを必要とする。また、可撓性の
電線保護管として一般に使用されている合成樹脂製波付
管は可撓性があるとは言ってもその用途からして高い機
械的強度を必要とするので、小さい曲率半径で曲げる必
要のある場合には適応しきれない。かかる場合、その曲
がり部には小さい曲率半径で曲がる波付スリーブを使用
する必要が生じる。
2. Description of the Related Art A corrugated sleeve utilizes its flexibility to bend a pipe, connect rigid or flexible pipes to each other, and connect a flexible electric wire protection pipe to a concrete structure. It is used for various purposes including parts. For example, flexible resin corrugated sleeves are used in the bent parts of the pipes because of their good workability and the need to maintain the bent shape, or the ends of the pipes to be connected are connected to each other. A flexible corrugated sleeve is required to adjust the positional deviation between the parts. In addition, although the synthetic resin corrugated pipe that is generally used as a flexible electric wire protection pipe is flexible, it requires high mechanical strength because of its use, so a small radius of curvature is required. If it needs to be bent, it cannot be adapted. In such a case, it is necessary to use a corrugated sleeve that bends with a small radius of curvature in the bent portion.

【0003】特に、波付管と構造物とが接続されている
場合、例えば地中に埋設された合成樹脂製波付管をコン
クリート構造物等に接続した場合、地盤沈下の著しい地
域にあっては合成樹脂製波付管とコンクリート構造物と
の間の不等沈下のため、コンクリート構造物より合成樹
脂製波付管の方がより大きく沈下し(この逆の場合もあ
り得る)、合成樹脂製波付管とコンクリート構造物との
接続部において合成樹脂製波付管に大きな応力が発生し
て合成樹脂製波付管が局所的に著しく変形し、更には破
壊することがしばしばある。かかる場合、不等沈下によ
る応力の合成樹脂製波付管への伝達を緩衝するため、合
成樹脂製波付管とコンクリート構造物との埋込接続部に
おける合成樹脂製波付管の外側に適当なスリーブをさや
管として被せて構造物に埋め込んだ図2(b)に示すよ
うな工法が採用されている。かかる場合にさや管として
使用される合成樹脂製スリーブを特に緩衝パイプと一般
に称している。
In particular, when a corrugated pipe and a structure are connected, for example, when a corrugated pipe made of synthetic resin buried in the ground is connected to a concrete structure or the like, in a region where ground subsidence is remarkable, Is unequal subsidence between the synthetic resin corrugated pipe and the concrete structure, so the synthetic resin corrugated pipe will sink more than the concrete structure (and vice versa). In the connection portion between the corrugated pipe and the concrete structure, a large stress is generated in the synthetic resin corrugated pipe, and the synthetic resin corrugated pipe is often locally deformed and further broken. In such a case, in order to buffer the transmission of stress due to unequal settling to the synthetic resin corrugated pipe, it is suitable for the outside of the synthetic resin corrugated pipe at the embedded connection between the synthetic resin corrugated pipe and the concrete structure. A construction method as shown in FIG. 2 (b) in which a simple sleeve is covered as a sheath tube and embedded in a structure is adopted. A synthetic resin sleeve used as a sheath tube in such a case is generally called a buffer pipe.

【0004】[0004]

【発明が解決しようとする課題】しかし、従来の波付ス
リーブは、その曲げ剛性がその半径に較べて大きく、曲
がり難いので、所望の小さい曲率半径で曲げることが出
来なかった。特に、従来の緩衝パイプは、図2(b)に
示すように平滑の非波付管型であって、曲げ剛性が大き
いため変形が自由でなく、また小さな変形で大きな応力
が発生して容易に破壊する傾向があった。そのため、施
工後時間が経過し、地盤が施工時に較べて沈下した時、
合成樹脂製波付管及び緩衝パイプとコンクリート構造物
との取り付け部において、従来の緩衝パイプは、極端に
変形して容易に潰れ、或いは破壊に至り、従って合成樹
脂製波付管とコンクリート構造物との間の不等沈下によ
る変形を緩和できずにそのまま応力を合成樹脂製波付管
に伝達し、合成樹脂製波付管が破壊する事態がしばしば
発生した。
However, the conventional corrugated sleeve cannot be bent with a desired small radius of curvature because its bending rigidity is greater than its radius and it is difficult to bend. In particular, the conventional buffer pipe is a smooth, non-corrugated pipe type as shown in FIG. 2 (b), which cannot be freely deformed due to its large bending rigidity, and a small deformation causes a large stress to easily occur. Tended to destroy. Therefore, when time passes after construction and the ground subsides compared to the time of construction,
In the mounting portion between the synthetic resin corrugated pipe and the buffer pipe and the concrete structure, the conventional buffer pipe is extremely deformed and easily crushed or destroyed, and thus the synthetic resin corrugated pipe and the concrete structure. It often happened that the deformation due to unequal subsidence between and could not be alleviated and the stress was transmitted to the synthetic resin corrugated pipe as it was, and the synthetic resin corrugated pipe was broken.

【0005】かかる問題に鑑み、本発明の目的は、曲げ
剛性が半径に較べて小さく、所望の小さな曲率半径で容
易に曲がる波付スリーブ、特に緩衝パイプとして地盤沈
下の著しい地域で使用しても不等沈下に容易に追随して
破壊しないような構造とした波付スリーブを提供するこ
とにある。
In view of such a problem, an object of the present invention is to provide a corrugated sleeve which has a bending rigidity smaller than a radius and can be easily bent with a desired small radius of curvature, particularly when used as a buffer pipe in an area where ground subsidence is remarkable. An object of the present invention is to provide a corrugated sleeve having a structure that does not easily follow the uneven settlement and is not destroyed.

【0006】[0006]

【課題を解決するための手段】本発明者は、実験と研究
の結果、波付スリーブの中央部での曲げ剛性を他の部分
に較べて小さくすることにより小さい曲率半径で曲げ
る、即ち短いスリーブ長さで大きく方向を変えるように
曲げることが出来ることを見い出した。この知見に基づ
いて、本発明に係る波付スリーブは、上記目的を達成す
るために、両端部に設けられた比較的短い取り付け部と
その中間の波付部とからなり、波付部の波型は、波のピ
ッチが取り付け部から中央に向かって両方向から漸減的
に又は段階的に又はその双方の組み合わせの態様で小さ
くなるパターンと、波の波高が取り付け部から中央に向
かって両方向から漸増的に又は段階的に又はその双方の
組み合わせの態様で大きくなるパターンと、ピッチのパ
ターン及び波高のパターンの双方の組み合わせのパター
ンとのうちのいずれかのパターンで形成されていること
を特徴としてる。
As a result of experiments and studies, the present inventor has found that the bending rigidity of the center portion of the corrugated sleeve is smaller than that of the other portions so that the sleeve has a smaller radius of curvature, that is, a shorter sleeve. We have found that the length can be changed so that it can change direction significantly. Based on this finding, in order to achieve the above-mentioned object, the corrugated sleeve according to the present invention comprises a relatively short mounting part provided at both ends and a corrugated part in the middle thereof. The mold has a pattern in which the pitch of the waves decreases from both directions toward the center from the mounting portion gradually or stepwise or in a combination of both, and the wave height of the waves gradually increases from both directions toward the mounting portion toward the center. It is characterized in that it is formed by any one of a pattern that increases gradually or stepwise or in the form of a combination of both, and a pattern of a combination of both a pitch pattern and a wave height pattern. ..

【0007】波付部の中央部分は、他の部分よりピッチ
がより小さいか、又は波高がより大きいか、又はその双
方の波型の波を備えることにより、他の部分より曲げ剛
性が小さくなって曲がり易くなり、そのため波付スリー
ブ全体が小さな曲率半径で大きく曲がることが可能とな
る。例えば、本発明に係る波付スリーブを緩衝パイプと
して使用した場所の地盤が不等沈下した場合でも、この
ような波付スリーブは、地盤の不等沈下に追随して変形
し、局部応力により破壊されることはない。
The central portion of the corrugated portion has a smaller pitch and / or a larger wave height than the other portions, so that the central portion of the corrugated portion has a bending rigidity smaller than that of the other portions by providing corrugated waves. Therefore, the entire corrugated sleeve can be largely bent with a small radius of curvature. For example, even when the ground at the place where the corrugated sleeve according to the present invention is used as a buffer pipe is unevenly submerged, such a corrugated sleeve is deformed following the uneven subsidence of the ground and is destroyed by local stress. It will not be done.

【0008】更に説明すれば、本発明に係る波付スリー
ブを緩衝パイプとして被せた合成樹脂製波付管12が、
図4に示すように施工後コンクリート製マンホール14
に較べてSだけ沈下した時、コンクリート壁との接続部
にある波付スリーブ13の一方の端部は、曲げ剛性が大
きくかつコンクリート壁14に支持されているので曲が
っていない。また波付スリーブ13は、コンクリート壁
との接続部から中央に向かうにつれて波高が大きくなさ
れていることにより曲げ剛性が小さくなって、従って曲
がりが大きくなり(曲率が小さくなる)、中央部を過ぎ
ると、徐々に曲がりが小さくなり、最後はほぼ電線保護
管用合成樹脂製波付管の埋設レベルに迄達して合成樹脂
製波付管に合わせて同じように平坦に延在し、極端な曲
がりによる破壊を防ぐことができる。
To further explain, the corrugated pipe 12 made of synthetic resin, which is covered with the corrugated sleeve according to the present invention as a buffer pipe,
As shown in Fig. 4, the concrete manhole 14 after construction
In contrast, when S is sunk, one end of the corrugated sleeve 13 at the connection with the concrete wall is not bent because it has a large bending rigidity and is supported by the concrete wall 14. Further, since the wave height of the corrugated sleeve 13 increases from the connecting portion with the concrete wall toward the center, the bending rigidity becomes small, and therefore the bending becomes large (the curvature becomes small), and when passing the central portion. , The bend gradually becomes smaller, and finally reaches the buried level of the synthetic resin corrugated pipe for electric wire protection pipe, extends flat in the same way as the synthetic resin corrugated pipe, and breaks due to extreme bending Can be prevented.

【0009】本発明に係る波付スリーブは、その用途か
らして柔軟性のある材質、例えばプラスチック製、金属
製等で形成されるが、好適には成形が容易なプラスチッ
ク製であって押出成形、中空成形等により製作される。
波付スリーブの両端の取り付け部は、剛性のパイプ又は
可撓性の合成樹脂製波付管の外側に被せたり、或いはパ
イプ又は波付管に溶接したりして接続されるように構成
されており、接続すべきパイプ又は波付管との接続が可
能であれば平滑であっも、波付であってもよく、特に制
約はない。また、波付スリーブを緩衝パイプとして使用
する場合には、波付スリーブの取り付け部の一方は、コ
ンクリート構造の壁等に埋め込まれる。この場合にも取
り付け部は、平滑であっも、波付であってもよく、好ま
しくは曲げ剛性が大きい平滑である。ピッチ及び波高の
大きさ、ピッチの逓減の程度、波高の逓増の程度は、そ
れぞれ波付スリーブの直径、厚さ等により適宜選択する
ことができる。以下に、添付図面を参照して実施例に基
づき本発明をより詳細に説明する。
The corrugated sleeve according to the present invention is formed of a flexible material, for example, plastic, metal or the like according to its application, but it is preferably made of plastic which is easy to mold and is extrusion molded. It is manufactured by blow molding or the like.
The mounting portions at both ends of the corrugated sleeve are configured so as to be connected by being covered on the outside of a rigid pipe or a flexible synthetic resin corrugated pipe, or welded to the pipe or corrugated pipe. However, there is no particular limitation as long as it is smooth or corrugated as long as it can be connected to the pipe or corrugated pipe to be connected. When the corrugated sleeve is used as a buffer pipe, one of the mounting portions of the corrugated sleeve is embedded in the wall of a concrete structure or the like. Also in this case, the mounting portion may be smooth or corrugated, and preferably has a large bending rigidity. The size of the pitch and the wave height, the degree of the gradual decrease of the pitch, and the degree of the gradual increase of the wave height can be appropriately selected depending on the diameter and the thickness of the corrugated sleeve. Hereinafter, the present invention will be described in more detail based on examples with reference to the accompanying drawings.

【0010】[0010]

【実施例】【Example】

実施例1 本発明に係る実施例1の波付スリーブ10は、全体が長
さが100cmであって、両方の端部にある平滑な取り
付け部16と、中央波付部18と、端部16と中央波付
部18との中間の中間波付部20とから構成され、耐衝
撃硬質塩化ビニール樹脂製で作製されている。以下に各
部分の寸法及び機械的特性を次の表に示す。
Example 1 A corrugated sleeve 10 of Example 1 according to the present invention has an overall length of 100 cm, and has smooth mounting portions 16 at both ends, a central corrugated portion 18, and an end portion 16. And an intermediate corrugated portion 20 intermediate the central corrugated portion 18 and made of impact-resistant hard vinyl chloride resin. The dimensions and mechanical properties of each part are shown in the following table.

【0011】 取り付け部16 中間波付部20 中央波付部18 形状寸法 長さ mm 50 225 400 内径 mm 70 70 70 肉厚 mm 4.0 4.0 4.0 ピッチ mm ─ 16.5 16.5 波高 mm ─ 2.0 5.1 ヤング率 kg/cm2 300 300 300 ポアソン比 0.3 0.3 0.3 曲げ剛性 kgfm2 500 100 15Mounting portion 16 Intermediate corrugated portion 20 Central corrugated portion 18 Shape dimension Length mm 50 225 400 Inner diameter mm 70 70 70 Wall thickness mm 4.0 4.0 4.0 Pitch mm ─ 16.5 16.5 Wave height mm ─ 2.0 5.1 Young's modulus kg / cm 2 300 300 300 Poisson's ratio 0.3 0.3 0.3 Bending rigidity kgfm 2 500 100 15

【0012】実施例1の波付スリーブ10を緩衝パイプ
に適用し、その性能を評価した。図1(a)は、呼び径
が50mmの電線保護管用硬質ポリエチレン製波付管12
の外側に緩衝パイプとして実施例1のポリエチレン製波
付スリーブ10を使用し、コンクリート構造物の壁14
に埋込接続した状態を示している。実施例1の波付スリ
ーブ10を被せたポリエチレン製波付管について次のよ
うにして形状変形試験を行い、ポリエチレン製波付管の
形状変形の程度により実施例1の波付スリーブ10の性
能を評価した。即ち、ポリエチレン製波付管の形状変形
が少ないほど波付スリーブの緩衝効果が大きく、性能が
高い。ポリエチレン製波付管の形状変形試験では、不等
沈下を模擬するために、先ず不等沈下試験装置を使用し
てポリエチレン製波付管12の部分を沈下速度10cm/
2分で沈下させて沈下量を10cmにした。次いで、沈下
量が10cmになった時点でポリエチレン製波付管12の
変形程度を決定するため試験球通しを行った。
The corrugated sleeve 10 of Example 1 was applied to a buffer pipe and its performance was evaluated. FIG. 1 (a) shows a corrugated pipe 12 made of hard polyethylene for a wire protection pipe having a nominal diameter of 50 mm.
The corrugated sleeve 10 made of polyethylene of Example 1 is used as a buffer pipe on the outside of the concrete wall 14 of the concrete structure.
It shows a state in which it is embedded and connected. The polyethylene corrugated pipe covered with the corrugated sleeve 10 of Example 1 was subjected to a shape deformation test as follows, and the performance of the corrugated sleeve 10 of Example 1 was evaluated according to the degree of shape deformation of the polyethylene corrugated pipe. evaluated. That is, the smaller the deformation of the polyethylene corrugated pipe, the greater the cushioning effect of the corrugated sleeve and the higher the performance. In the shape deformation test of the polyethylene corrugated pipe, in order to simulate unequal settlement, first, the portion of the polyethylene corrugated pipe 12 is set to a settlement rate of 10 cm /
It was submerged in 2 minutes to make the subsidence 10 cm. Next, a test ball was threaded to determine the degree of deformation of the polyethylene corrugated tube 12 when the subsidence amount reached 10 cm.

【0013】試験球通しとは、異なる直径の試験球を小
さい直径から大きい直径の順序で順次波付管に通過させ
て、通過できる試験球の最大直径を確認することにより
波付管12の変形程度を測定する方法である。換言すれ
ば、通過できる試験球の最大直径と波付管の元の直径と
の比率が大きければ、波付管の変形程度は小さいことに
なる。沈下量10cmの時点での試験球通しの終了後、更
に同じ条件で更に10cm沈下させ、沈下量10cm毎に試
験球通しを繰り返した。試験完了後、試験に供した実施
例1の波付スリーブ10の外観を観察した。
The test ball threading is the deformation of the corrugated tube 12 by successively passing test balls having different diameters in order from the small diameter to the large diameter through the corrugated tube and confirming the maximum diameter of the test ball that can be passed. It is a method of measuring the degree. In other words, if the ratio of the maximum diameter of the test sphere that can pass and the original diameter of the corrugated tube is large, the degree of deformation of the corrugated tube is small. After the completion of the test ball threading at a sinking amount of 10 cm, the test ball threading was further performed under the same conditions for 10 cm, and the test ball threading was repeated every 10 cm of the sinking amount. After the test was completed, the appearance of the corrugated sleeve 10 of Example 1 used in the test was observed.

【0014】その計測結果は、図3に示す通りである。
図3は、横軸に波付管のコンクリート壁に対する沈下量
(cm)を取り、縦軸にその沈下量で波付管を通過した試
験球の最大通過直径を波付管の直径に対する比率で表示
してある。従って、同じ波付管の沈下量では比率の大き
い程波付管の変形が少ないことを示している。尚、グラ
フ中の印はそれぞれの計測値に基づいた計算値を示した
ものである。尚、試験に供した実施例1の波付スリーブ
10の外観を観察した結果、コンクリート壁面側の平滑
部部分に変形が多少観察された。後述の実施例2及び3
についても同様であった。
The measurement result is as shown in FIG.
In Fig. 3, the horizontal axis represents the subsidence amount (cm) of the corrugated pipe against the concrete wall, and the vertical axis represents the maximum passage diameter of the test sphere that passed through the corrugated pipe at the subsidence ratio as a ratio to the diameter of the corrugated pipe. It is displayed. Therefore, it is shown that the deformation of the corrugated pipe is smaller as the ratio is larger for the same subsidence amount of the corrugated pipe. The marks in the graph show calculated values based on the respective measured values. As a result of observing the appearance of the corrugated sleeve 10 of Example 1 that was subjected to the test, some deformation was observed in the smooth portion on the concrete wall surface side. Examples 2 and 3 described below
Was the same.

【0015】実施例2 実施例2の波付スリーブ40は、耐衝撃硬質塩化ビニー
ル樹脂製の長さ100cm内径70mmの波付管であっ
て、全体は、両方の端部にある長さ50mmの平滑な取り
付け部42と、長さ500mmの中央波付部44と、端部
42と中央波付部44との中間の長さ225mmの中間波
付部46とから構成されている。中間波付部46は、波
型が30mmのピッチ、7mmの波高で形成され、中央波付
部44は、中間波付部46と同じ波高であるがピッチが
10mmと小さくなっている。実施例2の波付スリーブ4
0を緩衝パイプとして使用してその性能を評価した。図
1(b)は、呼び径が50mmの電線保護管用波付管12
の外側に緩衝パイプとして実施例2の波付スリーブ40
を使用し、コンクリート構造物の壁14に埋込接続した
状態を示している。実施例2の波付スリーブ40を被せ
た波付管12について実施例1と同様にして試験球通し
を行い、その結果を図3に示した。
Example 2 The corrugated sleeve 40 of Example 2 is a corrugated tube made of impact-resistant hard vinyl chloride resin and having a length of 100 cm and an inner diameter of 70 mm, and the whole has a length of 50 mm at both ends. It is composed of a smooth mounting portion 42, a central corrugated portion 44 having a length of 500 mm, and an intermediate corrugated portion 46 having a length of 225 mm intermediate between the end portion 42 and the central corrugated portion 44. The intermediate corrugated portion 46 has a corrugated shape with a pitch of 30 mm and a wave height of 7 mm, and the central corrugated portion 44 has the same wave height as the intermediate corrugated portion 46, but the pitch is as small as 10 mm. Corrugated sleeve 4 of Example 2
Its performance was evaluated using 0 as a buffer pipe. Fig. 1 (b) shows a corrugated tube 12 for wire protection tube with a nominal diameter of 50 mm.
A corrugated sleeve 40 of the second embodiment as a buffer pipe on the outside of the
Is used and is embedded and connected to the wall 14 of the concrete structure. The corrugated tube 12 covered with the corrugated sleeve 40 of Example 2 was passed through a test ball in the same manner as in Example 1, and the results are shown in FIG.

【0016】実施例3 実施例3の波付スリーブ50は、耐衝撃硬質塩化ビニー
ル製の長さ100cm内径70mmの波付管であって、全体
は、両方の端部にある長さ50mmの平滑な取り付け部5
4と、長さ500mmの中央波付部56と、端部54と中
央波付部56との中間の長さ225mmの中間波付部58
とから構成されている。中間波付部58は、波型が1
6.8mmのピッチ、5.9mmの波高で形成され、中央波
付部56は、中間波付部58との移行部からピッチが中
央に向かって徐々に10.0mmに迄小さくなり、かつ波
高が中央に向かって徐々に9.4mmに迄大きくなってい
る。実施例3の波付スリーブ50を緩衝パイプとして使
用してその性能を評価した。図1(c)は、呼び径が5
0mmの電線保護管用波付管12の外側に実施例3の波付
スリーブ50を被せ、継ぎ手52を介してコンクリート
構造物の壁14に埋込接続した状態を示している。実施
例3の波付スリーブ50を被せた波付管12について実
施例1と同様にして試験球通しを行い、その結果を図3
に示した。
Example 3 The corrugated sleeve 50 of Example 3 is a corrugated tube made of impact-resistant hard vinyl chloride and having a length of 100 cm and an inner diameter of 70 mm, and is entirely smooth at both ends at a length of 50 mm. Na mounting part 5
4, a central corrugated portion 56 having a length of 500 mm, and an intermediate corrugated portion 58 having a length of 225 mm between the end portion 54 and the central corrugated portion 56.
It consists of and. The wavy portion 58 of the intermediate wave is 1
Formed with a pitch of 6.8 mm and a wave height of 5.9 mm, the central corrugated portion 56 has a pitch that gradually decreases from the transitional portion with the intermediate corrugated portion 58 toward the center to 10.0 mm, and the corrugated height is Gradually increases toward the center to 9.4 mm. The performance was evaluated by using the corrugated sleeve 50 of Example 3 as a buffer pipe. In Fig. 1 (c), the nominal diameter is 5
It shows a state in which the corrugated sleeve 50 of the third embodiment is covered on the outer side of the corrugated pipe 12 for electric wire protection pipe of 0 mm and is embedded and connected to the wall 14 of the concrete structure via the joint 52. The corrugated tube 12 covered with the corrugated sleeve 50 of Example 3 was passed through a test ball in the same manner as in Example 1, and the result is shown in FIG.
It was shown to.

【0017】従来例1及び2 本発明に係る波付スリーブの性能と比較するために緩衝
パイプを使用していない例を従来例1とし、従来の平滑
なスリーブを緩衝パイプとして使用した例を従来例2と
し、実施例1と同様にして波付管について形状変形試験
を行った。図2(a)は呼び径50mmの電線保護管用波
付管12を緩衝パイプ無しにコンクリート構造物の壁1
4に埋込接続した状態を示し、図2(b)は従来の長さ
1m、呼び径65mmの平滑なスリーブ60を呼び径50
mmの電線保護管用波付管12の外側に緩衝パイプとして
使用し、コンクリート構造物の壁14に埋込接続した状
態を示している。従来例2のスリーブは、鋼製である。
従来例1及び従来例2の波付管について実施例1と同様
にして試験球通しを行い、その結果を図3に示した。従
来例1で使用した波付管はコンクリート壁面との際で完
全に座屈しており、従来例2で使用した波付管は緩衝パ
イプの出口で波付管が極端に曲がっていた。
Conventional Examples 1 and 2 In order to compare with the performance of the corrugated sleeve according to the present invention, an example in which a buffer pipe is not used is referred to as a conventional example 1, and a conventional smooth sleeve is used as a buffer pipe. As Example 2, a shape deformation test was performed on the corrugated pipe in the same manner as in Example 1. FIG. 2 (a) shows a corrugated pipe 12 for a wire protection pipe having a nominal diameter of 50 mm without a buffer pipe and a wall 1 of a concrete structure.
2 shows a state in which it is embedded and connected, and FIG. 2 (b) shows a conventional smooth sleeve 60 having a length of 1 m and a nominal diameter of 65 mm with a nominal diameter of 50 mm.
It is used as a buffer pipe on the outside of the corrugated pipe 12 for electric wire protection pipe of mm, and is shown embedded in the wall 14 of the concrete structure. The sleeve of Conventional Example 2 is made of steel.
The corrugated tubes of Conventional Example 1 and Conventional Example 2 were passed through a test ball in the same manner as in Example 1, and the results are shown in FIG. The corrugated pipe used in Conventional Example 1 was completely buckled with the concrete wall surface, and in the corrugated pipe used in Conventional Example 2, the corrugated pipe was extremely bent at the outlet of the buffer pipe.

【0018】図3及び試験に供した波付管の外観検査の
結果から明らかなように、実施例の波付スリーブは、従
来例に比較して同一沈下量において合成樹脂製波付管の
変形の程度を小さくする効果を発揮し、緩衝パイプの機
能を十分に果たしている。これは、実施例の波付スリー
ブでは波付部の中央部分における曲げ剛性がその他の部
分より小さく、そのため不等沈下に容易に追随すること
ができることに因っている。
As is apparent from FIG. 3 and the results of the appearance inspection of the corrugated pipes used in the test, the corrugated sleeve of the embodiment has a deformation of the synthetic resin corrugated pipe at the same sinking amount as compared with the conventional example. It has the effect of reducing the degree of, and fully fulfills the function of a buffer pipe. This is because, in the corrugated sleeve of the embodiment, the bending rigidity in the central portion of the corrugated portion is smaller than that in the other portions, so that it is possible to easily follow uneven settlement.

【0019】[0019]

【発明の効果】本発明は、波付スリーブの波付部の波型
を、波付スリーブの中央に行くにつれてその波のピッチ
を小さくするか、又は波高を大きくするか、又はその双
方を兼ねた波型にすることにより、端部から中央に向か
うにつれ曲げ剛性が小さくなり、小さな曲率半径で曲が
ることが出来る。本発明に係る波付スリーブを緩衝パイ
プとして使用すれば、構造物との接続部において地盤の
不等沈下に容易に追随して変形し、局部応力を緩衝して
電線保護管に極端な変形或いは破壊が生じないようにす
る効果を奏する。
According to the present invention, the corrugation of the corrugated portion of the corrugated sleeve is made such that the pitch of the corrugation is made smaller toward the center of the corrugated sleeve, or the corrugation height is made larger, or both of them are combined. With the corrugated shape, the bending rigidity becomes smaller from the end to the center, and it is possible to bend with a small radius of curvature. If the corrugated sleeve according to the present invention is used as a buffer pipe, it is easily deformed by following uneven settlement of the ground at the connection portion with the structure, buffering local stress and extreme deformation or It has the effect of preventing destruction.

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

【図1】図1(a)、(b)及び(c)は、それぞれ本
発明に係る異なる実施例の波付スリーブを緩衝パイプと
して波付管の外側に被せコンクリート壁に埋込接続した
状態を示した部分断面説明図である。
1 (a), 1 (b) and 1 (c) each show a state in which a corrugated sleeve of a different embodiment according to the present invention is used as a buffer pipe to cover the corrugated pipe outside and to be embedded and connected to a concrete wall. FIG. 4 is a partial cross-sectional explanatory view showing

【図2】図2(a)は緩衝パイプを使用することなく波
付管を直接コンクリート壁に埋込接続した状態を示した
部分断面説明図であり、図2(b)は平滑なスリーブを
緩衝パイプとして波付管の外側に被せコンクリート壁に
埋込接続した状態を示した部分断面説明図である。
FIG. 2 (a) is a partial cross-sectional explanatory view showing a state in which a corrugated pipe is directly embedded and connected to a concrete wall without using a buffer pipe, and FIG. 2 (b) shows a smooth sleeve. It is a partial cross-sectional explanatory view showing a state in which the corrugated pipe is covered on the outside as a buffer pipe and is embedded and connected to a concrete wall.

【図3】横軸に波付管のコンクリート壁に対する沈下量
(cm)を表示し、縦軸にその沈下量で波付管を通過した
試験球の最大通過直径を波付管の直径に対する比率で表
示したグラフを示す。
[Fig. 3] The horizontal axis represents the subsidence amount (cm) of the corrugated pipe against the concrete wall, and the vertical axis represents the ratio of the maximum passage diameter of the test ball passing through the corrugated pipe to the diameter of the corrugated pipe. Shows the graph displayed in.

【図4】不等沈下地盤においる本発明に係る緩衝パイプ
の変形状態を示す。
FIG. 4 shows a deformed state of the buffer pipe according to the present invention on the unequal deposition substrate.

【符号の説明】[Explanation of symbols]

10、40、50 本発明に係る波付スリーブ 12 波付管 14 コンクリート壁 16、42、54 取り付け部 18、44、56 中央波付部 20、46、58 中間波付部 60 平滑なスリーブ 10, 40, 50 Corrugated sleeve according to the present invention 12 Corrugated pipe 14 Concrete wall 16, 42, 54 Mounting portion 18, 44, 56 Central corrugated portion 20, 46, 58 Intermediate corrugated portion 60 Smooth sleeve

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 両端部に設けられた比較的短い取り付け
部とその中間の波付部とからなり、前記波付部の波型
は、波のピッチが前記取り付け部から中央に向かって両
方向から漸減的に又は段階的に又はその双方の組み合わ
せの態様で小さくなるパターンと、波の波高が前記取り
付け部から中央に向かって両方向から漸増的に又は段階
的に又はその双方の組み合わせの態様で大きくなるパタ
ーンと、前記ピッチのパターン及び前記波高のパターン
の双方の組み合わせのパターンとのうちのいずれかのパ
ターンで形成されていることを特徴とする波付スリー
ブ。
1. A corrugated part of the corrugated part, which has relatively short mounting parts provided at both ends and a corrugated part in the middle of the mounting part, has a wave pitch from both directions from the mounting part toward the center. A pattern that decreases gradually or stepwise or in a combination of both, and a wave height of the wave increases gradually from both directions from the mounting part toward the center in both directions or gradually or stepwise or a combination of both. The corrugated sleeve, wherein the corrugated sleeve is formed by any one of the following pattern and a pattern in which both the pitch pattern and the wave height pattern are combined.
JP4160039A 1992-05-28 1992-05-28 Connection structure between corrugated pipe and structure Expired - Fee Related JP3014540B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4160039A JP3014540B2 (en) 1992-05-28 1992-05-28 Connection structure between corrugated pipe and structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4160039A JP3014540B2 (en) 1992-05-28 1992-05-28 Connection structure between corrugated pipe and structure

Publications (2)

Publication Number Publication Date
JPH05332479A true JPH05332479A (en) 1993-12-14
JP3014540B2 JP3014540B2 (en) 2000-02-28

Family

ID=15706617

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4160039A Expired - Fee Related JP3014540B2 (en) 1992-05-28 1992-05-28 Connection structure between corrugated pipe and structure

Country Status (1)

Country Link
JP (1) JP3014540B2 (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6051789A (en) * 1997-03-14 2000-04-18 Sumitomo Wiring Systems, Ltd. Corrugated tube and wire harness having the tube as a cover
JP2000240889A (en) * 1999-02-22 2000-09-08 Totaku Kogyo Kk Heat insulated hose
JP2008271657A (en) * 2007-04-17 2008-11-06 Toko Electrical Construction Co Ltd Protection tube for cable or the like
JP2012255511A (en) * 2011-06-10 2012-12-27 Nitta Corp Corrugated tube and method for manufacturing the same
WO2013005417A1 (en) * 2011-07-05 2013-01-10 Yazaki Corporation Partially molded corrugate tube
CN104904084A (en) * 2012-12-25 2015-09-09 矢崎总业株式会社 Wire harness
WO2015159667A1 (en) * 2014-04-15 2015-10-22 株式会社オートネットワーク技術研究所 Electromagnetic shielding member and wire harness
CN106015774A (en) * 2016-02-04 2016-10-12 金华市春光橡塑软管有限公司 Multifunctional hose and manufacturing method thereof

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6051789A (en) * 1997-03-14 2000-04-18 Sumitomo Wiring Systems, Ltd. Corrugated tube and wire harness having the tube as a cover
JP2000240889A (en) * 1999-02-22 2000-09-08 Totaku Kogyo Kk Heat insulated hose
JP2008271657A (en) * 2007-04-17 2008-11-06 Toko Electrical Construction Co Ltd Protection tube for cable or the like
JP2012255511A (en) * 2011-06-10 2012-12-27 Nitta Corp Corrugated tube and method for manufacturing the same
WO2013005417A1 (en) * 2011-07-05 2013-01-10 Yazaki Corporation Partially molded corrugate tube
CN103748751A (en) * 2011-07-05 2014-04-23 矢崎总业株式会社 Partially molded corrugate tube
CN104904084A (en) * 2012-12-25 2015-09-09 矢崎总业株式会社 Wire harness
EP2940814A4 (en) * 2012-12-25 2016-08-24 Yazaki Corp Wire harness
US10286857B2 (en) 2012-12-25 2019-05-14 Yazaki Corporation Wire harness
WO2015159667A1 (en) * 2014-04-15 2015-10-22 株式会社オートネットワーク技術研究所 Electromagnetic shielding member and wire harness
JP2015204402A (en) * 2014-04-15 2015-11-16 株式会社オートネットワーク技術研究所 electromagnetic shield member
CN106015774A (en) * 2016-02-04 2016-10-12 金华市春光橡塑软管有限公司 Multifunctional hose and manufacturing method thereof
CN106015774B (en) * 2016-02-04 2019-03-26 金华春光橡塑科技股份有限公司 A kind of multifunctional hose and its manufacturing method

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