JPH09273669A - Steel chord water hose - Google Patents

Steel chord water hose

Info

Publication number
JPH09273669A
JPH09273669A JP10454696A JP10454696A JPH09273669A JP H09273669 A JPH09273669 A JP H09273669A JP 10454696 A JP10454696 A JP 10454696A JP 10454696 A JP10454696 A JP 10454696A JP H09273669 A JPH09273669 A JP H09273669A
Authority
JP
Japan
Prior art keywords
hose
elastomer
drainage
water supply
steel cord
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
JP10454696A
Other languages
Japanese (ja)
Other versions
JP3783882B2 (en
Inventor
Shinkichi Ishizaka
信吉 石坂
Shizuo Yokobori
志津雄 横堀
Masayuki Otomo
眞幸 大友
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.)
Kandenko Co Ltd
Toyo Tire Corp
Original Assignee
Kandenko Co Ltd
Toyo Tire and Rubber 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 Kandenko Co Ltd, Toyo Tire and Rubber Co Ltd filed Critical Kandenko Co Ltd
Priority to JP10454696A priority Critical patent/JP3783882B2/en
Publication of JPH09273669A publication Critical patent/JPH09273669A/en
Application granted granted Critical
Publication of JP3783882B2 publication Critical patent/JP3783882B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent a trouble of moving, twisting, etc., when a vehicle passes through, by forming a fixed member in a sandwich structure arranging a reinforced layer in both sides of an elastomer antiskid segment, in a device comprising a fluid transport member having a bow-shaped flat closed pipe-shaped section and the fixed member. SOLUTION: A water supplying/discharging hose 1 for supplying/discharging construction water and wastewater across a road has a fluid transport member 2 comprising an elastomer 3 and a fiber reinforced layer 4 to have a bow-shaped flat closed pipe-shaped section. In a ground side recessed part thereof, a fixed member 5 of sandwich structure, arranging a steel chord reinforced layer 7 in both sides of an elastomer antiskid segment 6 of bow-shaped sectional shape, is connected, a peripheral surface of these fixed member 5 and fluid transport member 2 is coated with a fiber reinforced elastomer outer layer 8, to be integrally connected. The antiskid segment 6 is provided for making the hose 1 in adhesion to a road surface so as to prevent the hose 1 from moving and springing when a vehicle passes through.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は道路、上下水道施設等
の土木工事等において、工事用水、または発生する泥水
を道路を横断して給排水するために用いられる給排水用
ホ−スに関し、さらに詳しくは、軽量で、車両等が障害
なく通行できる構造を有する給排水用スチ−ルコ−ドホ
−スに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water supply / drainage hose used for supplying / draining construction water or generated mud water across a road in civil works such as roads and water / sewerage facilities. The present invention relates to a water supply / drainage steel cord hose having a structure which is light in weight and allows vehicles and the like to pass through without obstacles.

【0002】[0002]

【従来の技術】近年、この種の給排水用ホ−スとして
は、図5および図6に示すようなものが使用されてい
る。図5の11は、緩やかな傾斜面を有し、その頂点に
ホ−ス嵌め込み溝13を形成させた、道路幅相当長さを
もつ傾斜台12と給排水ホ−ス14からなるもの、図6
(a)は、道路表面に接地、固定される弓形断面の短繊
維補強エラストマ−からなる滑り止めセグメント6aの
表面にエラストマ−3と繊維補強層4とからなる断面弓
形の偏平形状の給排水ホ−ス2を積層、接合してなるも
のであって、図6(b)に示すように、給排水時の水圧
によって、膨脹して高さHs、接地幅Bsの状態に開管
して流路を形成するものである。
2. Description of the Related Art In recent years, as this type of water supply / drainage hose, those shown in FIGS. 5 and 6 have been used. Reference numeral 11 in FIG. 5 is composed of a slope 12 and a water supply / drainage hose 14 each having a gently sloped surface and a hose fitting groove 13 formed at the top thereof and having a length corresponding to the road width.
(A) is a flat water supply / drainage hoist having an arc-shaped cross section composed of an elastomer-3 and a fiber reinforcing layer 4 on the surface of a non-slip segment 6a made of a short fiber reinforced elastomer having an arcuate section which is grounded and fixed to the road surface. As shown in FIG. 6 (b), it is expanded and expanded by the water pressure during water supply / drainage to open the pipe to a state of height Hs and ground contact width Bs to form a flow path. To form.

【0003】しかしながら、図5のものは、傾斜台自体
の剛性が大きいため、道路表面の起伏に追随できない場
合も少なくなく、路面からの浮き上がりによる間隙を生
じる結果、自転車、原付、オ−トバイ等の通行時に傾斜
台上で跳ね上がり転倒するといった事故も少なくなかっ
た。さらに形状が嵩高で重量も大きいため、運搬および
作業性は不都合な面があった。また、図6のものは、エ
ラストマ−の滑り止めセグメント6aが道路表面に密
着、固定されているため、図5のものに見られたよう
な、通行車両等による外力によってホ−スが移動した
り、路面から浮き上がるといったような現象は効果的に
防止されて自動車、原付、オ−トバイ、普通車等は安全
に通行できるようになったが、設計された給排水量以上
の流量で給排水作業が行われた場合には、図7に示すよ
うに、給排水圧力によりホ−ス15−eが所定ホ−ス1
5−sより大きく膨らむと同時に、これに追随して路面
に密着していた滑り止めセグメント6bの両側縁部が路
面から反り返ってホ−スの高さHeが所定高さHsより
高くなる結果、大型車両が通行する時、給排水ホ−スが
少し引き摺られ移動したり、バランスを崩して跳ね、ね
じれるといったような現象を惹起することも少なくなか
った。そしてそのたび、給排水ホ−スを元に戻すといっ
た作業を必要とした。
However, in the case of the one shown in FIG. 5, in many cases, the rigidity of the tilting table itself is so high that it is not possible to follow ups and downs of the road surface, and as a result of the clearance caused by the rise from the road surface, bicycles, mopeds, auto-bicycles, etc. There were not a few accidents such as jumping up and falling on a sloping platform when passing by. Further, since the shape is bulky and the weight is heavy, it is inconvenient for transportation and workability. Also, in the case of FIG. 6, since the non-slip segment 6a of the elastomer is in close contact with and fixed to the road surface, the hose is moved by the external force such as that of the passing vehicle as shown in FIG. It has become possible to safely drive automobiles, mopeds, auto-bicycles, ordinary cars, etc., but phenomena such as lifting from the road surface can be safely passed, but water supply and drainage work at a flow rate higher than the designed water supply and drainage amount can be done. When it is performed, the hose 15-e is moved to the predetermined hose 1 by the water supply / drainage pressure as shown in FIG.
At the same time as it swells more than 5-s, both side edges of the non-slip segment 6b that closely adheres to the road surface warp back from the road surface and the height He of the hose becomes higher than the predetermined height Hs. When a large-sized vehicle passes, it often happens that the water supply / drainage hose moves by being dragged a little, or the balance / unbalance is bounced or twisted. And each time, work such as returning the water supply / drainage hose to the original was required.

【0004】[0004]

【発明が解決しようとする課題】この発明は、上述した
点に鑑みてなされたものであって、給排水作業時に大型
自動車、大型特殊自動車などの大型車両を安全に通行さ
せるとともに、その通行時に移動、跳ね、ねじれなどの
不具合を生じない構造を有し、かつ、軽量、敷設および
撤収作業が容易にして、収納時の嵩が小さい保管性にも
優れた給排水用スチ−ルコ−ドホ−スを提供しようとす
るものである。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned points, and allows a large vehicle such as a large vehicle or a large special vehicle to safely pass during a water supply / drainage operation and to move during the passage. A steel cord hose for water supply and drainage that has a structure that does not cause problems such as splashing, twisting, etc., is lightweight, facilitates laying and withdrawal work, and has a small storage volume and excellent storability Is to provide.

【0005】[0005]

【課題を解決するための手段】すなわち、この発明の給
排水用スチ−ルコ−ドホ−スは、断面弓形の扁平閉管形
状を有する流体輸送部材と、固定部材とからなり、給排
水時の水圧により膨脹して流体流路を形成する給排水ホ
−スにおいて、前記流体輸送部材がエラストマ−と繊維
補強層とからなり、前記固定部材がスチ−ルコ−ド補強
層を弓形断面形状のエラストマ−滑り止めセグメントの
両側に配置したサンドイッチ構造体からなるものであっ
て、前記流体輸送部材および固定部材の外周面に繊維補
強エラストマ−外層が一体的に接合、被覆されてなるこ
とをその要旨とするものである。
That is, a steel cord hose for water supply / drainage of the present invention comprises a fluid transport member having a flat closed tube shape with an arcuate cross section and a fixed member, and is controlled by water pressure during water supply / drainage. In a water supply / drainage hose that expands to form a fluid flow path, the fluid transport member comprises an elastomer and a fiber reinforcement layer, and the fixing member comprises a steel cord reinforcement layer and an elastomer slip stopper having a bow-shaped cross section. A sandwich structure disposed on both sides of a segment, the gist of which is to integrally bond and coat a fiber reinforced elastomer outer layer on the outer peripheral surfaces of the fluid transport member and the fixing member. is there.

【0006】[0006]

【発明実施の形態】この発明の給排水用スチ−ルコ−ド
ホ−スによれば、芯材の両側に弓形断面の接地側に凹状
にした断面弓形エラストマ−滑り止めセグメント芯材
と、この弓形断面の長軸方向に配置したスチ−ルコ−ド
補強層とのサンドイッチ構造とすることにより、給排水
時の水圧による流体輸送部材、すなわち、扁平閉管状繊
維補強エラストマ−ホ−スの膨脹・開管に伴う弓形滑り
止めセグメントの接地面からの脱離・浮き上がりおよび
反対側への反り現象を有効に防止することができ、給排
水用スチ−ルコ−ドホ−スの接地部を道路表面にしっか
りと密着、固定できる。また、扁平閉管状繊維補強エラ
ストマ−ホ−スと固定部材の外周表面に繊維補強エラス
トマ−外層を一体的に接合、被覆した構造とすることに
より、給排水時の水圧による扁平閉管状繊維補強エラス
トマ−ホ−スの膨脹・開管を最小限に抑制して、ホ−ス
の断面高さを最小に抑えることができ、車両通行時の給
排水用スチ−ルコ−ドホ−スの移動、跳ねなどを有効に
防止できる。
BEST MODE FOR CARRYING OUT THE INVENTION According to the steel cord hoses for water supply / drainage of the present invention, an elastomer non-slip segment core material having a bow-shaped cross section having concave portions on both sides of the core material and having a bow-shaped cross section on the ground side, and this bow shape. By forming a sandwich structure with a steel cord reinforcing layer arranged in the longitudinal direction of the cross section, a fluid transport member by water pressure during water supply / drainage, that is, expansion / opening of a flat closed tubular fiber reinforced elastomer hose It is possible to effectively prevent detachment / floating of the arched anti-slip segment from the ground contact surface and warpage to the other side, and the ground contact portion of the steel code hose for water supply and drainage should be firmly attached to the road surface. Can be closely attached and fixed. Further, the flat closed tubular fiber reinforced elastomer hose and the outer peripheral surface of the fixing member are integrally joined and covered with the outer layer of the fiber reinforced elastomer, so that the flat closed tubular fiber reinforced elastomer due to water pressure during water supply / drainage is used. It is possible to minimize the expansion and opening of the hose and minimize the cross-sectional height of the hose, and to move and bounce the steel code hose for water supply and drainage while the vehicle is passing. Can be effectively prevented.

【0007】[0007]

【実施例】以下、図面を参照し、この発明の一実施例を
説明する。図1は、この発明の給排水用スチ−ルコ−ド
ホ−スの構成を示す部分破断斜視図、図2は、この発明
の給排水用スチ−ルコ−ドホ−スの断面図、図3はこの
発明の給排水用スチ−ルコ−ドホ−スが給排水時に膨
脹、開管して給排水流路を形成した状態を示す断面図、
図4は、この発明の給排水用スチ−ルコ−ドホ−スのホ
−ス底部と固定部材とのホ−ス軸方向の関係を示す図3
のA−A’矢視断面である。
An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a partially cutaway perspective view showing the structure of a water supply / drainage steel cord hose according to the present invention. FIG. 2 is a sectional view of the water supply / drainage steel cord hose according to the present invention. Sectional view showing a state in which the steel cord / housing for water supply / drainage of the present invention expands and opens during water supply / drainage to form a water supply / drainage channel.
FIG. 4 is a view showing the relationship between the bottom of the hose of the steel cord hose for water supply and drainage of the present invention and the fixing member in the hose axial direction.
3 is an AA ′ arrow cross section of FIG.

【0008】図1および図2に示すように、この発明の
給排水用スチ−ルコ−ドホ−ス1は、エラストマ−3と
繊維補強層4とからなる、断面弓形の扁平閉管形状を有
する流体輸送部材2の接地側凹部下面に、弓形断面形状
のエラストマ−滑り止めセグメント6の両側にスチ−ル
コ−ド補強層7を配置したサンドイッチ構造の固定部材
5を接合し、さらに、このサンドイッチ構造の固定部材
5と前記流体輸送部材2の外周表面に繊維補強エラスト
マ−外層8を一体的に接合し、被覆したものである。
As shown in FIGS. 1 and 2, a water / drainage steel cord hose 1 according to the present invention is a fluid having a flat closed tube shape having an arc-shaped cross section, which comprises an elastomer-3 and a fiber reinforcing layer 4. A fixing member 5 having a sandwich structure in which a steel cord reinforcing layer 7 is arranged on both sides of an elastomeric anti-slip segment 6 having an arcuate cross-section is joined to the lower surface of the grounding side recess of the transport member 2, and further, this sandwich structure A fiber reinforced elastomer outer layer 8 is integrally bonded and coated on the outer peripheral surfaces of the fixed member 5 and the fluid transport member 2.

【0009】流体輸送部材2は、図2に示すようにエラ
ストマ−3と繊維補強層4とからなる、断面弓形の扁平
閉管形状を有する繊維補強エラストマ−ホ−スであっ
て、給排水用スチ−ルコ−ドホ−ス1の断面上部に設け
られている。そして、給排水時には水圧によって膨脹、
開管して、図3に示すように、給排水の流路を形成す
る。
As shown in FIG. 2, the fluid transport member 2 is a fiber-reinforced elastomer hose having a flat closed tube shape with an arcuate cross section, which is composed of an elastomer-3 and a fiber-reinforced layer 4. It is provided above the cross section of the cord hoe 1. And when water is drained, it expands due to water pressure,
The pipe is opened to form a water supply / drainage channel as shown in FIG.

【0010】エラストマ−3は、一般にホ−ス用として
使用されている天然ゴム、または合成ゴム組成物からな
る。繊維補強層4の繊維材としては、ナイロン、ポリエ
ステル、アラミドなどの繊維が好ましく、コ−ド、平織
布、すだれ織布などの形で使用される。
Elastomer-3 is composed of natural rubber or synthetic rubber composition generally used for hoses. As the fiber material of the fiber reinforcing layer 4, fibers such as nylon, polyester and aramid are preferable, and they are used in the form of cord, plain woven cloth, woven cloth or the like.

【0011】流体輸送部材、すなわち、繊維補強エラス
トマ−ホ−ス2は、上記繊維からなる平織布、またはす
だれ織布にエラストマ−組成物をトッピング処理などを
施したものをマンドレル上にその軸線に対して所定の成
形角度で繊維方向が交差するように交互に所定プライ数
巻きつけ、積層成形される。例えば、ナイロン平織布の
場合、エラストマ−組成物でトッピング処理したナイロ
ンコ−ド1プライ以上で積層成形される。その後、得ら
れた積層成形体は後述する最終工程で断面弓形形状のお
す、めす金型により、断面弓形偏平管形状に成形され
る。
The fluid-transporting member, that is, the fiber-reinforced elastomer hose 2 is a plain woven fabric made of the above-mentioned fibers, or a woven fabric which has been subjected to a topping treatment with an elastomer composition and the like on a mandrel. On the other hand, a predetermined number of plies are alternately wound so that the fiber directions intersect each other at a predetermined molding angle, and laminated molding is performed. For example, in the case of a nylon plain weave fabric, one or more plies of nylon cord topped with an elastomer composition are laminated and molded. After that, the obtained laminated formed body is formed into a flat tube shape with an arcuate cross section in a final step which will be described later by using a male and female mold having an arcuate cross section.

【0012】固定部材5は、図1および図2に示すよう
に、弓形断面形状のエラストマ−滑り止めセグメント6
の芯材とスチ−ルコ−ド補強層7の面材とからなるサン
ドイッチ構造体であって、繊維補強エラストマ−ホ−ス
2の接地側凹部下面に接合されている。そして、給排水
時には水圧によって膨脹、開管した前記繊維補強エラス
トマ−ホ−ス2によって図3に示すように、真直ぐに延
ばされ、道路表面にしっかりと密着、固定されるように
なっている。
As shown in FIGS. 1 and 2, the fixing member 5 includes an elastomer-skid segment 6 having an arcuate cross section.
Of the core material and the face material of the steel cord reinforcing layer 7, which is bonded to the lower surface of the ground side recess of the fiber reinforced elastomer hose 2. As shown in FIG. 3, the fiber-reinforced elastomer hose 2 expanded and opened by water pressure during water supply / drainage is extended straight and firmly fixed to the road surface.

【0013】エラストマ−滑り止めセグメント6は、給
排水用スチ−ルコ−ドホ−ス1が大型車両通行時に移動
したり、跳ねたりしないようにホ−ス1を道路表面にし
っかりと密着させ、固定する役割を担う部材であって、
高い剛性を発現する断面形状とエラストマ−組成物とか
らなる。
The elastomer non-slip segment 6 is fixed by firmly attaching the hose 1 to the road surface so that the water supply / drainage steel cord hose 1 does not move or bounce when a large vehicle travels. A member that plays a role in
It is composed of an elastomer composition and a cross-sectional shape that exhibits high rigidity.

【0014】この滑り止めセグメント6の断面形状は、
給排水時の水圧によって開管する繊維補強エラストマ−
ホ−ス2の膨脹に伴って弓形から直線状に開いて、ぴっ
たりと路面に密着することができるように、断面が両端
部から中央部にかけて順次広くなり、接地面を下側にし
た場合に上側に凸状の三日月形(以下弓形という)にな
るように形成されている。そして、この断面の広さ、す
なわち、断面の厚さの分布および弯曲率は、給排水の設
計流量(m3/min)、換言すればホ−ス内水圧(k
gf/cm2)に基づいて決定される。
The cross-sectional shape of this anti-slip segment 6 is
Fiber reinforced elastomer that opens due to water pressure during water supply and drainage
When the hose 2 expands, it opens in a straight line from the bow shape, and the cross section becomes gradually wider from both ends to the central part so that it can fit closely to the road surface. It is formed to have a convex crescent shape (hereinafter referred to as a bow) on the upper side. The width of the cross section, that is, the distribution of the thickness of the cross section and the curvature of the cross section, is the design flow rate (m 3 / min) of water supply and drainage, in other words, the water pressure in the hose (k
It is determined based on gf / cm 2).

【0015】また、このエラストマ−滑り止めセグメン
ト6の組成は、前記形状決定の場合と同じく、設計流量
の給排水作業下で、この滑り止めセグメント6の接地面
が弓形から直線となる路面と最大の摩擦抵抗を生ずる接
地面積が得られるように、高剛性のエラストマ−組成が
模索され、決定される。この場合、高剛性のエラストマ
−組成物は、その単体、または短繊維との混合物であっ
ても使用できる。
Further, the composition of the elastomer-skid segment 6 is the same as that in the case of the above-mentioned shape determination, when the work of supplying and draining the designed flow rate is performed, the ground plane of the anti-slip segment 6 becomes the maximum from the arch surface to the straight surface. A high stiffness elastomer composition is sought and determined to provide a ground contact area that produces frictional resistance. In this case, the high-rigidity elastomer composition can be used alone or as a mixture with short fibers.

【0016】前記エラストマ−組成物の主成分として
は、天然ゴムないしポリイソプレン(IR)、ポリブタ
ジエン(BR)、スチレン−ブタジエン共重合体(SB
R)、アクリロニトリル−ブタジエン共合体(NB
R)、クロロプレン(CR)、イソブチレン−イソプレ
ン共重合体(IIR)、スチレン−クロロプレン共重合
体、スチレン−ブタジエン−スチレン三元共重合体、エ
チレン−プロピレン−ジエン三元共重合体(EPD
M)、アクリルゴムなどが用いられる。また、さらにカ
−ボンブラック、アエロジル、チタン白、炭酸カルシウ
ム、各種クレ−などの補強用充填剤を適量添加すれば、
滑り止めセグメント6の剛性を増大することができる。
The main component of the elastomer composition is natural rubber or polyisoprene (IR), polybutadiene (BR), styrene-butadiene copolymer (SB).
R), acrylonitrile-butadiene copolymer (NB
R), chloroprene (CR), isobutylene-isoprene copolymer (IIR), styrene-chloroprene copolymer, styrene-butadiene-styrene terpolymer, ethylene-propylene-diene terpolymer (EPD)
M), acrylic rubber, etc. are used. Further, if an appropriate amount of reinforcing filler such as carbon black, aerosil, titanium white, calcium carbonate, various clay is added,
The rigidity of the non-slip segment 6 can be increased.

【0017】前記短繊維としては、ナイロン、ポリエス
テル、アラミド、カ−ボン、ガラス、ステンレススチ−
ルなどの無機、有機または金属などの市販繊維製品を使
用することができ、その繊維の長さはエラストマ−と十
分に混合、分散できる長さ3〜20mmが好ましい。こ
の短繊維は、通常エラストマ−組成物に対して0.5〜
8重量%の範囲内で配合されるが、ホ−スの使用内圧が
高いときはさらに添加量を増加したり、または、短繊維
をセグメント断面の長軸方向に配向させたりすることに
よりさらに剛性を向上させることができる。
Examples of the short fibers include nylon, polyester, aramid, carbon, glass and stainless steel.
Commercially available fiber products such as inorganic, organic or metal such as silicone can be used, and the length of the fiber is preferably 3 to 20 mm so that it can be sufficiently mixed and dispersed with the elastomer. This staple fiber is usually 0.5 to 0.5 with respect to the elastomer composition.
It is compounded in the range of 8% by weight, but when the internal pressure of the hose is high, the addition amount is further increased, or the short fiber is oriented in the major axis direction of the segment cross section to further increase the rigidity. Can be improved.

【0018】スチ−ルコ−ド補強層7は、エラストマ−
滑り止めセグメント6の芯材の面材として、高い曲げ剛
性を発現できるサンドイッチ構造を構成する主要構成要
素である。このサンドイッチ構造体の曲げ剛性は一般に
芯材と面材の弾性係数の和の1乗に比例し、それらの厚
さの和の3乗に比例するから、弓形断面の固定部材の反
対側への弯曲に抵抗する好ましい剛性を得るために、芯
材、すなわち、セグメントの厚さを大きくとり、かつ面
材7に弾性係数の大きい材料を使用することができる。
このスチ−ルコ−ド補強層7は、図3および図4に示す
ように、弓型断面形状のエラストマ−滑り止めセグメン
ト6の上下周面に、弓型断面の長軸方向に沿ってスチ−
ルコ−ド7aを、例えば上側周面に2プライ、下側周面
に2プライといったように積層成形することができる。
The steel cord reinforcing layer 7 is made of elastomer.
As the face material of the core material of the non-slip segment 6, it is a main constituent element that constitutes a sandwich structure capable of exhibiting high bending rigidity. The flexural rigidity of this sandwich structure is generally proportional to the first power of the sum of the elastic coefficients of the core material and the face material, and is proportional to the third power of the sum of the thicknesses thereof. In order to obtain a preferable rigidity that resists bending, a core material, that is, a segment having a large thickness and a material having a large elastic coefficient can be used for the face material 7.
As shown in FIGS. 3 and 4, the steel cord reinforcing layer 7 is formed on the upper and lower peripheral surfaces of the elastomer antislip segment 6 having a bow-shaped cross section along the longitudinal direction of the bow-shaped cross section.
The rucode 7a may be laminated and formed, for example, with two plies on the upper peripheral surface and two plies on the lower peripheral surface.

【0019】スチ−ルコ−ド補強層7に使用するスチ−
ルコ−ドとしては、スチ−ルコ−ド7aにエラストマ−
を接着処理したもの、または塗布したものが用いられ
る。
Steel used for the steel cord reinforcing layer 7
As a rule, a steel cord 7a is provided with an elastomer.
Adhesive-treated or coated is used.

【0020】固定部材5の変形応力(変形反力)は、前
記スチ−ルコ−ド補強層7の積層プライ数およびエラス
トマ−滑り止めセグメント6のエラストマ−組成物単体
の剛性、短繊維の含有量、または長さおよびその配向方
向、あるいは厚さの分布やより大きな断面二次モ−メン
トまたは断面係数が得られる形状とすることにより最適
化することができる。
The deformation stress (deformation reaction force) of the fixing member 5 is determined by the number of laminated plies of the steel cord reinforcing layer 7, the rigidity of the elastomer composition of the elastomer anti-slip segment 6, and the content of short fibers. , Or the length and the orientation direction thereof, or the distribution of thickness, and the shape having a larger sectional secondary moment or sectional modulus can be optimized.

【0021】繊維補強エラストマ−外層8は、図1およ
び図2に示すように、固定部材5および繊維補強エラス
トマ−ホ−ス2の外周表面に一体的に接合され、両者を
被覆した構造となっている。この繊維補強エラストマ−
外層8は、繊維補強層10をエラストマ−組成物9でト
ッピング処理などを施したものからなっている。
As shown in FIGS. 1 and 2, the fiber-reinforced elastomer outer layer 8 is integrally bonded to the outer peripheral surfaces of the fixing member 5 and the fiber-reinforced elastomer hose 2 so as to cover them. ing. This fiber reinforced elastomer
The outer layer 8 is formed by subjecting the fiber reinforced layer 10 to a topping treatment with the elastomer composition 9.

【0022】エラストマ−組成物9は、一般にホ−ス用
として使用されている天然ゴム、または合成ゴムが用い
られる。
As the elastomer composition 9, natural rubber or synthetic rubber generally used for hoses is used.

【0023】繊維補強層10としては、ナイロン、ポリ
エステル、アラミドなどの繊維のコ−ド、フィラメン
ト、平織布、すだれ織布が用いられる。
As the fiber reinforcing layer 10, a cord of fibers such as nylon, polyester, aramid, etc., a filament, a plain woven cloth, or a interwoven cloth is used.

【0024】前記繊維補強エラストマ−外層8は、平織
布、またはすだれ織布を繊維補強エラストマ−ホ−ス2
の軸線に対して所定の成形角度、例えば直角方向にその
繊維方向を一致させてエラストマ−組成物でトッピング
処理して形成され、その後繊維補強エラストマ−ホ−ス
2および固定部材5をホ−ス軸に直角方向から巻き込む
ことができる幅と製品長さに裁断される。
The outer layer 8 of the fiber reinforced elastomer is a plain woven cloth or a woven cloth, and the fiber reinforced elastomer hose 2
The fiber-reinforced elastomer hose 2 and the fixing member 5 are then formed by aligning the fiber directions in a predetermined molding angle with respect to the axis of the fiber, for example, and by topping the fiber composition with the elastomer composition. The product is cut to a width and product length that can be rolled up in the direction perpendicular to the shaft.

【0025】次に、この繊維補強エラストマ−外層8の
製品単位の幅と長さを有するシ−ト上に繊維補強エラス
トマ−ホ−ス2、エラストマ−滑り止めセグメント6の
芯材とスチ−ルコ−ド補強層7の面材とからなるサンド
イッチ構造体を順次積み重ね、最後に繊維補強エラスト
マ−外層8のはみ出した長手両側縁部を最上部に位置す
るスチ−ルコ−ド補強層7の上側表面のほぼ中央部分ま
で廻り込ませ、突き合わせ、または重ね合わせたのち、
接着し、被覆する。
Next, on the sheet having the width and length of the product unit of the fiber-reinforced elastomer outer layer 8, the fiber-reinforced elastomer hose 2 and the core material of the elastomer anti-slip segment 6 and the steel core are provided. -The sandwich structure composed of the face material of the cord reinforcing layer 7 is sequentially stacked, and finally, the upper side surface of the steel cord reinforcing layer 7 in which the protruding side edges of the fiber reinforcing elastomer outer layer 8 are located at the uppermost position. After wrapping it up to almost the center part, butting or overlapping,
Glue and coat.

【0026】その後、得られた積層被覆物をその状態の
まま上側に凹状のめす金型と下側に凸状のおす金型の間
に挟み、加熱、加圧して、断面弓形の扁平閉管状の本発
明の給排水用スチ−ルコ−ドホ−ス1を得る。
Thereafter, the laminated coating obtained in this state is sandwiched between an upper concave female mold and a lower convex male mold, and is heated and pressed to have a flat closed tubular shape with an arcuate cross section. The steel cord hose 1 for water supply and drainage of the present invention is obtained.

【0027】比較例1 直径100mmマンドレルに厚さ1.5mmの天然ゴム
組成物トッピング処理ナイロンコ−ドをマンドレルの軸
線に対して成形角度45°で左右交互に1プライずつ積
層成形し、加硫して、内径100mm、長さ8m、厚さ
3mmのナイロンコ−ド補強ゴムホ−スを得た。また、
カレンダ−ロ−ルを用いて、長さ15mmのナイロン短
繊維を2%配合した厚さ5mmのナイロン短繊維補強未
加硫ゴム(NR/IR)シ−トを作り、これから長さ8
m、幅140mmの断面が緩やかな山形をした細長い帯
状の滑り止めセグメントを作成した。次に、ナイロンコ
−ド補強ゴムホースの上に互に長手中央部分が重なるよ
うに、滑り止めセグメントを積み重ね、接着したのち、
そのままの状態で上側に凹状のキャビティを有するお
す、めす両金型内に挿入し、加熱、加圧、加硫して、断
面弓型の扁平閉管形状のナイロンコ−ド短繊維補強ゴム
ホ−スサンプルを得た。
Comparative Example 1 A 100 mm diameter mandrel and a 1.5 mm thick natural rubber composition topping-treated nylon cord were laminated and molded one by one alternately on the left and right at a forming angle of 45 ° with respect to the axis of the mandrel and vulcanized. As a result, a nylon cord-reinforced rubber hose having an inner diameter of 100 mm, a length of 8 m and a thickness of 3 mm was obtained. Also,
Using a calender roll, a nylon short fiber reinforced unvulcanized rubber (NR / IR) sheet having a thickness of 5 mm and containing 2% of a short nylon fiber having a length of 15 mm was prepared.
An elongated strip-shaped non-slip segment having a m-shaped and 140 mm-wide cross section with a gentle mountain shape was prepared. Next, the non-slip segments are stacked and adhered on the nylon cord-reinforced rubber hose so that the longitudinal central portions thereof overlap each other, and then,
As it is, it is inserted into both male and female molds having a concave cavity on the upper side, heated, pressurized and vulcanized, and a flat closed tube shape nylon cord short fiber reinforced rubber hose sample with a bow-shaped cross section Got

【0028】実施例1 この発明のスチ−ルコ−ドホ−スサンプルは、ナイロン
短繊維補強ゴム滑り止めセグメントの両面にトッピング
処理スチ−ルコ−ドをセグメント軸直角方向にコ−ド繊
維が配列するようにそれぞれ2プライずつ積層成形して
スチ−ルコ−ドサンドイッチ両面材を形成したこと、ナ
イロン平織布をトッピング処理して、長さ8m、厚さ1
mm、所定幅のナイロン繊維補強ゴム外層シ−トを作成
したことおよびこの外層シ−ト1枚の上にその1/2幅
中央部分長手方向にナイロンコ−ド補強ゴムホ−ス、ス
チ−ルコ−ド面材でサンドイッチした滑り止めセグメン
トを順次積み重ね、両側にはみ出したナイロン繊維補強
ゴム外層シ−トでこの積層体を両側から内側へ包み込む
ようにして、最上部のスチ−ルコ−ドサンドイッチ面材
表面のほぼ中央部で突き合わせて接着した状態としたこ
とを除いては比較例と同じ方法で成形して、断面弓形の
扁平閉管形状のスチ−ルコ−ドホ−スサンプルを得た。
Example 1 In the steel cord hose sample of the present invention, a nylon short fiber reinforced rubber non-slip segment has topping treated steel cords arranged on both sides of the cord fibers in the direction perpendicular to the segment axis. 2 plies each were laminated to form a steel cord sandwich double-sided material, and a nylon plain woven cloth was topped to give a length of 8 m and a thickness of 1
mm, a nylon fiber reinforced rubber outer layer sheet having a predetermined width was prepared, and a nylon cord reinforced rubber hose and a steel cord were formed on one sheet of the outer layer sheet in the longitudinal direction of the central portion of its half width. The non-slip segments sandwiched between the sheet side materials are stacked one by one, and the nylon fiber reinforced rubber outer layer sheet protruding on both sides wraps this laminate from both sides to the inside. A steel cord hose sample having a flat closed tube shape with an arcuate cross-section was obtained by molding in the same manner as in the comparative example except that the material was abutted and bonded at approximately the center of the surface.

【0029】評価方法 実施例で得られたスチ−ルコ−ドホ−スサンプルを比較
例その他のものとともに道路面上に設置し、これらのホ
−スに水を毎分800l/minの流量で圧送したとき
のホ−スの高さおよび接地幅を測定した。結果を比較例
その他とともに表1に示す。
Evaluation method The steel cord hose samples obtained in the examples were placed on the road surface together with the comparative examples and others, and water was supplied to these hoses at a flow rate of 800 l / min per minute. The height of the hose and the contact width when pumped were measured. The results are shown in Table 1 together with other comparative examples.

【0030】[0030]

【表1】 表1から明らかなように、この発明の実施例1により得
られる給排水用スチ−ルコ−ドホ−スは、比較例1とし
て示した従来の給排水用ホ−スと比較して、ホ−スの高
さおよび接地幅に顕著な向上が見られた。この発明によ
るものは、ホ−ス高さは54mmであり、比較例1のそ
れが80mmであるのに比べ、68%に減少した。ま
た、接地幅は170mmであり、比較例1のそれの14
0mmに比べて120%に増加した。さらに、大型車両
の通常作業時の走行テストにおいても、ホ−スの移動や
跳ね、ねじれなどの現象が見られなかった。これらのこ
とから、上記ホ−ス高さ54mmおよび接地幅170m
mを発現する本発明の給排水用スチ−ルコ−ドホ−ス
は、道路面とホ−ス間の摩擦抵抗が十分に存在し、大型
車両の車輪によるホ−スの引き摺り(移動)や通過直後
のホ−ス圧迫部の急膨脹による跳ね上がり、ねじれなど
の発生防止に対して、有効にはたらいているものと推察
できる。これは、滑り止めセグメント芯材と剛性をもつ
スチ−ルコ−ド補強層面材とのサンドイッチ構造体から
なる、適した大きさを有する断面二次モーメントまたは
断面係数の断面形状を有する固定部材と、この固定部材
および繊維補強ゴムホ−スとを繊維補強ゴム外層で一体
化して被覆した構成とが大きく寄与しているものと推測
される。
[Table 1] As is clear from Table 1, the steel cord hoses for water supply and drainage obtained according to Example 1 of the present invention were compared with the conventional hoses for water supply and drainage shown as Comparative Example 1, Significant improvements were seen in the height and the contact width. According to the present invention, the hose height was 54 mm, which was reduced to 68% as compared with that of Comparative Example 1 which was 80 mm. Further, the ground contact width is 170 mm, which is 14 of that of Comparative Example 1.
It increased to 120% compared to 0 mm. Further, in a running test of a large vehicle during normal work, no phenomenon such as movement, bounce or twist of the hose was observed. From these facts, the hose height is 54 mm and the ground contact width is 170 m.
The steel code hose for water supply and drainage of the present invention exhibiting m has sufficient frictional resistance between the road surface and the hose, and drags (moves) or passes the hose by the wheels of a large vehicle. It can be inferred that it is effective in preventing the occurrence of the jumping up and the twisting due to the rapid expansion of the hose compression portion immediately after. This is a fixing member having a cross-sectional moment of inertia or a cross-sectional modulus having a suitable size, which is composed of a sandwich structure of a non-slip segment core material and a steel cord reinforcing layer surface material having rigidity. It is presumed that this fixing member and the fiber reinforced rubber hose are integrated and covered with the fiber reinforced rubber outer layer to make a large contribution.

【0031】[0031]

【発明の効果】以上、説明したように、この発明の給排
水用スチ−ルコ−ドホ−スによれば、高い剛性を発現す
る好ましい断面二次モ−メントまたは断面係数を有する
断面形状のエラストマ−滑り止めセグメント芯材の両面
に剛性をもつステンレススチ−ルコ−ド面材をセグメン
ト軸直角方向に配置してサンドイッチ構造体とすること
により、断面弓形の固定部材の曲げ剛性を顕著に増大さ
せることが可能となった。その結果、従来のものにみら
れた、設計された弓形断面の強度以上の給排水量のとき
でも、ホ−スの膨脹による滑り止めセグメントの反対側
への弯曲は有効に防止され、ホ−ス高さを減少させると
ともに、ホ−スの接地幅を増大することができるように
なったことである。したがって、この発明のスチ−ルコ
−ドホ−スを給排水作業に使用した場合には、従来品に
みられた大型車両の通行によるホ−スの移動、跳ねなど
の発生を防ぐことができるようになった。また、繊維補
強エラストマ−ホ−スと固定部材とを繊維補強エラスト
マ−外層で包み込み接合して一体化した構造とすること
により、従来のものにみられた、両者の部分的分離、ま
たはホ−ス壁厚不足による大型車両の通過直後のホ−ス
圧迫部の急膨脹などに伴うホ−スの跳ね、踊りなどを防
ぐことができた。さらに、滑り止めセグメントの断面形
状を両端部から中央部にかけて厚くした、断面中心を通
り、その長軸に関する断面二次モ−メントまたは断面係
数の大きな三日月形状とすることにより、より少ないエ
ラストマ−材料を用いて、大きな曲げ剛性を得ることが
できた。また、この発明のスチ−ルコ−ドホ−スは、従
来のホ−スに剛性のあるスチ−ルコ−ドおよび繊維補強
エラストマ−外層を付加して改良したが、スチ−ルコ−
ドをエラストマ−滑り止めセグメントの両面にセグメン
ト軸直角方向に配置して軸方向に対して曲げ易くするこ
とにより、ホ−スの敷設、または撤収時の繰り出し、ま
たは巻き取り作業を従来品と同じように行うことができ
た。
As described above, according to the steel cord hose for water supply and drainage of the present invention, an elastomer having a cross-sectional shape having a preferable secondary cross-section moment or cross-section coefficient that exhibits high rigidity. -A stainless steel cord surface material having rigidity on both sides of the non-slip segment core material is arranged in a direction perpendicular to the segment axis to form a sandwich structure, thereby significantly increasing the bending rigidity of the fixing member having an arcuate cross section. It has become possible. As a result, the bending of the anti-slip segment to the opposite side due to the expansion of the hose is effectively prevented even when the amount of water supply and drainage exceeds the strength of the designed arcuate section, which is seen in the conventional one. It is possible to reduce the height and increase the ground contact width of the hose. Therefore, when the steel cord hose of the present invention is used for water supply / drainage work, it is possible to prevent the movement and bounce of the hose due to the passage of a large vehicle, which is seen in the conventional products. Became. Further, the fiber-reinforced elastomer hose and the fixing member are wrapped by an outer layer of the fiber-reinforced elastomer so as to form an integrated structure, so that the two parts are partially separated from each other, or the hose is separated from the hose. It was possible to prevent the hoses from bouncing and dancing due to the rapid expansion of the hose compression part immediately after the passage of a large vehicle due to the insufficient wall thickness of the hose. Further, by reducing the cross-sectional shape of the anti-slip segment from both ends to the central portion, passing through the cross-sectional center and forming a cross-sectional secondary moment about its major axis or a crescent shape with a large cross-section coefficient, fewer elastomeric materials can be obtained. It was possible to obtain a large bending rigidity by using. The steel cord hose of the present invention was improved by adding a rigid steel cord and a fiber reinforced elastomer outer layer to the conventional hose.
By arranging the cords on both sides of the elastomer anti-slip segment in the direction perpendicular to the segment axis to make it easier to bend in the axial direction, the hose can be laid or unwound at the time of withdrawal or the winding work is the same as the conventional product. Was able to do so.

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

【図1】本発明の給排水用スチ−ルコ−ドホ−スの構成
を示す部分破断斜視図である。
FIG. 1 is a partially cutaway perspective view showing a structure of a steel cord hose for water supply / drainage of the present invention.

【図2】本発明の給排水用スチ−ルコ−ドホ−スの断面
図である。
FIG. 2 is a sectional view of a steel cord hose for water supply and drainage of the present invention.

【図3】本発明の給排水用スチ−ルコ−ドホ−スが給排
水時に膨脹、開管して給排水流路を形成した状態を示す
断面図である。
FIG. 3 is a cross-sectional view showing a state in which the steel cord hose for water supply / drainage of the present invention is expanded and opened to form a water supply / drainage channel during water supply / drainage.

【図4】本発明の給排水用スチ−ルコ−ドホ−スのホ−
ス底部と固定部材とのホ−ス軸方向の関係を示す図3の
A−A’矢視断面図である。
FIG. 4 is a hoist of a steel cord hose for water supply and drainage of the present invention.
FIG. 4 is a cross-sectional view taken along the line AA ′ of FIG. 3 showing the relationship between the bottom of the shoe and the fixing member in the hose axial direction.

【図5】従来技術の給排水用ホ−スの一例の斜視図であ
る。
FIG. 5 is a perspective view of an example of a conventional water supply / drainage hose.

【図6】従来技術の給排水用ホ−スの他の例の斜視図で
ある。(a)は給排水を通さないときの状態、(b)は
給排水を通したときの状態をそれぞれ示す。
FIG. 6 is a perspective view of another example of a conventional water supply / drainage hose. (A) shows the state when water supply / drainage is not passed, and (b) shows the state when water supply / drainage is passed.

【図7】図6の従来技術の給排水用ホ−スが設計流量以
上の流量で給排水されたときのホ−スの膨脹、隆起と滑
り止めセグメントの状態を示す図である。
FIG. 7 is a view showing the state of expansion, bulge and anti-slip segments of the hose when the conventional water supply / drainage hose of FIG. 6 is supplied / drained at a flow rate higher than the design flow rate.

【符号の説明】[Explanation of symbols]

1.本発明の給排水用スチ−ルコ−ドホ−ス 2.流体輸送部材(繊維補強エラストマ−ホ−ス) 3.エラストマ− 4.繊維補強層 5.固定部材 6.エラストマ−滑り止めセグメント 6a.従来の給排水用ホ−スの滑り止めセグメント 6b.給排水時の従来の給排水ホ−スの滑り止めセグメ
ント 7.スチ−ルコ−ド補強層 7a スチールコード 8.繊維補強エラストマ−外層 9.エラストマ− 10.繊維補強層 11.傾斜台給排水ホ−ス 12.傾斜台 13.給排水ホ−ス嵌入溝 14.給排水ホ−ス 15−p.従来の弓形断面の扁平形状給排水ホ−ス 15−s.給排水を通したときの状態を示す従来の給排
水ホ−ス15−p 15−e.設計流量を超えて給排水したときの状態を示
す従来の給排水ホ−ス15−p B 給排水ホ−スに所定流量の給排水を通した時のホー
スの接地幅 Be.設計流量を超えて給排水したときのホ−ス15−
eの接地幅 Bs.設計流量内で給排水したときのホ−ス15−sの
接地幅 H 給排水ホ−スに所定流量の給排水を通した時のホー
スの高さ He.設計流量を超えて給排水したときのホ−ス15−
eの高さ Hs.設計流量内で給排水したときのホ−ス15−sの
高さ
1. Water supply and drainage steel cord hose of the present invention 2. Fluid transport member (fiber reinforced elastomer hose) 3. Elastomer-4. Fiber reinforced layer 5. Fixing member 6. Elastomer-skid segment 6a. Conventional non-slip segment of water supply / drainage hose 6b. 6. Non-slip segment of conventional water supply / drainage hose during water supply / drainage. Steel cord reinforcing layer 7a Steel cord 8. Fiber Reinforced Elastomer-Outer Layer 9. Elastomer-10. Fiber reinforcement layer 11. Sloping platform water supply / drainage hose 12. Tilt table 13. Water supply / drainage hose fitting groove 14. Water supply / drainage hose 15-p. Conventional flat shape water supply / drainage hose 15-s. The conventional water supply / drainage hose 15-p 15-e. Conventional water supply / drainage hose 15-p B showing the state when water is supplied and drained in excess of the design flow rate Grounding width of hose when water supply / drainage of a predetermined flow rate is passed through the water supply / drainage hose Be. Hose when water is supplied and drained beyond the design flow rate 15-
e ground contact width Bs. Grounding width of hose 15-s when water is supplied and drained within the design flow rate H Height of hose when water is supplied and discharged at a predetermined flow rate through the water supply and drainage hose He. Hose when water is supplied and drained beyond the design flow rate 15-
e height Hs. Height of hose 15-s when water is supplied and drained within the design flow rate

───────────────────────────────────────────────────── フロントページの続き (72)発明者 大友 眞幸 東京都港区芝浦4丁目8番33号 株式会社 関電工内 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Masayuki Otomo 4-83-3 Shibaura, Minato-ku, Tokyo Kandenko Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 断面弓形の扁平閉管形状を有する流体輸
送部材と、固定部材とからなり、給排水時の水圧により
膨脹して流体流路を形成する給排水ホ−スにおいて、前
記流体輸送部材がエラストマ−と繊維補強層とからな
り、前記固定部材がスチ−ルコ−ド補強層を弓形断面形
状のエラストマ−滑り止めセグメントの両側に配置した
サンドイッチ構造体からなるものであって、前記流体輸
送部材および固定部材の外周面に繊維補強エラストマ−
外層が一体的に接合、被覆されていることを特徴とする
給排水用スチ−ルコ−ドホ−ス。
1. A water supply / drainage hose which comprises a fluid transfer member having a flat closed tube shape with an arcuate cross section and a fixed member, and expands by a water pressure during water supply / drainage to form a fluid flow path, wherein the fluid transfer member is an elastomer. -And a fiber reinforcing layer, wherein the fixing member comprises a sandwich structure in which a steel cord reinforcing layer is arranged on both sides of an elastomeric anti-slip segment having an arcuate cross-section, the fluid transporting member and Fiber reinforced elastomer on the outer peripheral surface of the fixing member
A steel cord hose for water supply and drainage, characterized in that the outer layers are integrally joined and covered.
JP10454696A 1996-04-01 1996-04-01 Steel cord hose for water supply and drainage Expired - Fee Related JP3783882B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10454696A JP3783882B2 (en) 1996-04-01 1996-04-01 Steel cord hose for water supply and drainage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10454696A JP3783882B2 (en) 1996-04-01 1996-04-01 Steel cord hose for water supply and drainage

Publications (2)

Publication Number Publication Date
JPH09273669A true JPH09273669A (en) 1997-10-21
JP3783882B2 JP3783882B2 (en) 2006-06-07

Family

ID=14383488

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10454696A Expired - Fee Related JP3783882B2 (en) 1996-04-01 1996-04-01 Steel cord hose for water supply and drainage

Country Status (1)

Country Link
JP (1) JP3783882B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3933353A1 (en) * 2020-06-30 2022-01-05 GDS Geo Drilling Solutions AB A hose reel unit and a method of a hose reel unit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3933353A1 (en) * 2020-06-30 2022-01-05 GDS Geo Drilling Solutions AB A hose reel unit and a method of a hose reel unit

Also Published As

Publication number Publication date
JP3783882B2 (en) 2006-06-07

Similar Documents

Publication Publication Date Title
US4157101A (en) Hose structure
US4371580A (en) Three-ply belting material
KR910001826B1 (en) Fabric-covered cogged belt
EP0204237A2 (en) Pneumatic radial passenger-car tire
CA1045058A (en) Hose structure
USRE31047E (en) Hose structure
EP0032352A2 (en) Hose structure
US5575729A (en) Elastomeric drive belt carcass and belt with same
JP4353578B2 (en) Band element for run-flat tire and its construction method
US4408649A (en) Tire repair unit
WO2001072536A1 (en) Multi-region band element for run flat tire
JPH09273669A (en) Steel chord water hose
JPH0211749B2 (en)
US3957085A (en) Flexible articles
US6298884B1 (en) Ebonite hose
JP7275281B2 (en) Non-pneumatic tire with reinforced outer ring
JPH01125217A (en) Patch for repair of rubber and plastic product
US3534778A (en) Flexible conduit
JP4256976B2 (en) Bellows type air spring
JPS5952319B2 (en) flexible joint pipe
JPH0560275A (en) Wear resisting hose
JPH04191042A (en) Wear-resistant hose
AU598922B2 (en) Conveyor belt construction
JPS5930037Y2 (en) rubber bag body
JP2527981B2 (en) Method for manufacturing bent-shaped rubber membrane reinforced with reinforcing material

Legal Events

Date Code Title Description
TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Effective date: 20060228

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Effective date: 20060309

Free format text: JAPANESE INTERMEDIATE CODE: A61

R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees