JP2001032966A - High pressure rubber hose - Google Patents

High pressure rubber hose

Info

Publication number
JP2001032966A
JP2001032966A JP20943999A JP20943999A JP2001032966A JP 2001032966 A JP2001032966 A JP 2001032966A JP 20943999 A JP20943999 A JP 20943999A JP 20943999 A JP20943999 A JP 20943999A JP 2001032966 A JP2001032966 A JP 2001032966A
Authority
JP
Japan
Prior art keywords
steel wire
layer
pressure
layers
bearing layer
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
JP20943999A
Other languages
Japanese (ja)
Other versions
JP4383586B2 (en
Inventor
Nasuo Aoyanagi
奈須雄 青柳
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.)
Yokohama Rubber Co Ltd
Original Assignee
Yokohama 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 Yokohama Rubber Co Ltd filed Critical Yokohama Rubber Co Ltd
Priority to JP20943999A priority Critical patent/JP4383586B2/en
Publication of JP2001032966A publication Critical patent/JP2001032966A/en
Application granted granted Critical
Publication of JP4383586B2 publication Critical patent/JP4383586B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Rigid Pipes And Flexible Pipes (AREA)
  • Laminated Bodies (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a high pressure hose which can endure high pressure and large tensile strength, effectively avoid damages at the terminal section of a fixture and is rich in flexibility. SOLUTION: This high pressure rubber hose 1a comprises four steel wire spiral reinforcing layers 12a, 12b, 12c and 12d comprising rubber layers 5a and 5b intervening among an internal face rubber layer 2, center cloth 3 and an external layer 4 to bear internal pressure, two steel wire spiral reinforcing layers 13a and 13b to bear tensile loads arranged. The steel wire turning angles αa-αd of the steel wire spiral reinforcing layers 12a, 12b, 12c and 12d to bear internal pressure are set to 103-120 deg., the same as those of conventional general purpose hoses, and the steel wire turning angles αe-αf of the steel wire spiral reinforcing layers 13a and 13b to bear tensile loads are set to 90-103 deg., and the turning angle of a layer to bear a tensile load is set so as to become smaller than the minimum turning angle of the layers to bear internal pressure.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、単長20m或い
は40mのゴムホースの両端に金具を組み付けたアセン
ブリホースを数本連結し、リールに巻いて使用する高圧
ゴムホースに係わり、更に詳しくは特に金具端末部で曲
げ、引張り、曲げ変形を要求される土木機械等で使用さ
れる高圧ゴムホースに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a high-pressure rubber hose used by connecting several assembly hoses each having a metal fitting to both ends of a single length rubber hose of 20 m or 40 m and wound around a reel. The present invention relates to a high-pressure rubber hose used in civil engineering machines and the like that require bending, tension, and bending deformation at a part.

【0002】[0002]

【従来の技術】従来、建設機械,土木機械等で使用され
る内圧と引張り荷重と曲げとが同時に作用し、しかもリ
ール等に巻付け,巻出しを繰返し行う低伸長の高圧ゴム
ホースとしては、図6に示すように高圧ゴムホース1の
両端に金具20を組付けたアセンブリホースを数本連結
して使用され、このような高圧ゴムホース1の構成とし
ては、例えば、図2〜図5に示すように、種々の構造の
ものが提案されている。
2. Description of the Related Art Conventionally, as a low-elongation high-pressure rubber hose used in construction machines, civil engineering machines, and the like, in which internal pressure, tensile load, and bending act simultaneously and repeatedly wind and unwind around reels, etc. As shown in FIG. 6, several high-pressure rubber hoses 1 are used by connecting several assembly hoses each having a metal fitting 20 attached to both ends thereof. Such a high-pressure rubber hose 1 has, for example, a structure as shown in FIGS. Various structures have been proposed.

【0003】例えば、図2に示すような汎用の高圧ゴム
ホース1の場合は、内面ゴム層2,センター布3と外面
ゴム層4との間に、層間ゴム層5を中間に介在させて内
圧力負担層となる6層の鋼線スパイラル補強層7a,7
b,7c,7d,7e,7fを配設し、この鋼線スパイ
ラル補強層7a〜7fの鋼線巻付け角度αa 〜αf は、
αa <αb <αc <αd <αe <αf となるように構成
されている。
For example, in the case of a general-purpose high-pressure rubber hose 1 as shown in FIG. 2, an interlayer rubber layer 5 is interposed between an inner rubber layer 2, a center cloth 3 and an outer rubber layer 4 so that the internal pressure is increased. Six layers of steel wire spiral reinforcement layers 7a and 7 that serve as burden layers
b, 7c, 7d, 7e, 7f are arranged, and the steel wire winding angles α a to α f of the steel wire spiral reinforcing layers 7a to 7f are:
and it is configured such that α a <α b <α c <α d <α e <α f.

【0004】また、他の従来例としては、図3に示すよ
うに内面ゴム層2,センター布3と外面ゴム層4との間
に、層間ゴム層5を中間に介在させて内圧力負担層とな
る4層の鋼線スパイラル補強層8a,8b,8c,8d
と、引張り荷重負担層となる1層の鋼線編組層9とを配
設して構成し、鋼線スパイラル補強層8a,8b,8
c,8dの鋼線巻付け角度αa 〜αd は、αa <αb
αc <αd となるように構成されている。
As another conventional example, as shown in FIG. 3, an inner pressure bearing layer is provided by interposing an interlayer rubber layer 5 between the inner rubber layer 2 and the center cloth 3 and the outer rubber layer 4. Steel wire spiral reinforcing layers 8a, 8b, 8c, 8d
And a steel wire braided layer 9 serving as a tensile load-bearing layer, the steel wire spiral reinforcing layers 8a, 8b, 8
The steel wire winding angles α a to α d of c and 8d are α ab <
The configuration is such that α cd .

【0005】更に、図4に示す従来例は、内面ゴム層2
と外面ゴム層4との間に、内圧力負担層となる2層の鋼
線編組層10a,10bと、引張り荷重負担層となる1
層の鋼線編組層10cとを配設して構成し、また図5に
示す従来例は、内面ゴム層2と外面ゴム層4との間に、
内圧力負担層となる2層の鋼線編組層11a,11b
と、引張り荷重負担層となる1層の糸編組層11cとを
配設して構成してある。
[0005] Further, the conventional example shown in FIG.
The two steel wire braided layers 10a and 10b serving as internal pressure bearing layers and the tensile load bearing layer 1 between
And a steel wire braided layer 10c, and the conventional example shown in FIG. 5 is provided between the inner rubber layer 2 and the outer rubber layer 4.
Two steel wire braided layers 11a and 11b serving as internal pressure bearing layers
And one layer of a yarn braided layer 11c serving as a tensile load bearing layer.

【0006】[0006]

【発明が解決しようとする課題】然しながら、図2に示
すような汎用の高圧ゴムホース1の場合は、内圧力負担
層のみから構成されているため、ホースに引張り荷重が
作用した場合、ホースの伸びが非常に大きくなると共
に、ホース本体の内径が細くなり、後に荷重を取り除い
ても元の状態には復元しなくなると言う問題がある。
However, the general-purpose high-pressure rubber hose 1 as shown in FIG. 2 is composed of only the internal pressure-bearing layer. Becomes very large, and the inner diameter of the hose body becomes thin, so that the original state cannot be restored even if the load is removed later.

【0007】また、図3に示す高圧ゴムホースの場合
は、引張り荷重負担層となる1層の鋼線編組層9が最外
層に配設され、この鋼線編組層9の鋼線径は、ホースの
加工上直径0.4mm以下の制約があるため、耐引張り力
不足となり、鋼線編組層9が図6で示すように金具20
の金具端末部20aで破損すると言う問題がある。
In the case of the high-pressure rubber hose shown in FIG. 3, a steel wire braided layer 9 serving as a tensile load-bearing layer is disposed on the outermost layer. Because of the limitation of 0.4 mm or less in the diameter of the work, the tensile strength is insufficient, and the steel wire braided layer 9 is
There is a problem that it is damaged at the metal fitting terminal portion 20a.

【0008】更に、図4に示す内圧力負担層となる2層
の鋼線編組層10a,10bと、引張り荷重負担層とな
る1層の鋼線編組層10cとからなる高圧ゴムホースの
場合は、耐圧力不足、及び座屈が発生し易いと言う問題
がある。
Further, in the case of a high-pressure rubber hose shown in FIG. 4 comprising two steel wire braided layers 10a and 10b serving as internal pressure bearing layers and one steel wire braided layer 10c serving as a tensile load bearing layer, There are problems that the pressure resistance is insufficient and buckling easily occurs.

【0009】また、図5に示す内圧力負担層となる2層
の鋼線編組層11a,11bと、引張り荷重負担層とな
る1層の糸編組層11cとからなる高圧ゴムホースの場
合は、耐圧力不足及び耐引張り力不足のため荷重に対す
る伸びが大きく、荷重を取り除いても元の状態には復元
しなくなると言う問題がある。
In the case of a high-pressure rubber hose shown in FIG. 5 comprising two steel wire braided layers 11a and 11b serving as internal pressure bearing layers and a single yarn braided layer 11c serving as a tensile load bearing layer. Due to insufficient pressure and insufficient tensile strength, elongation with respect to the load is large, and there is a problem that the original state is not restored even when the load is removed.

【0010】以上のように、従来の高圧ホースの場合に
は、いずれも種々の問題を具備するものであった。
As described above, all of the conventional high-pressure hoses have various problems.

【0011】この発明の目的は、高圧に耐えることが出
来ると共に、耐引張り力が大きく金具端末部での破損を
有効に防止でき、柔軟性に富んだ高圧ホースを提供する
ことにある。
An object of the present invention is to provide a high-pressure hose which can withstand high pressure, has a large tensile strength, can effectively prevent breakage at metal fitting ends, and is highly flexible.

【0012】[0012]

【課題を解決するための手段】この発明は上記目的を達
成するため、鋼線スパイラル補強層の内面ゴム層側の二
層以上を内圧力負担層にすると共に、その外周の少なく
とも二層以上を引張り荷重負担層に構成し、前記引張り
荷重負担層の巻付け角度を、内圧力負担層の巻付け角度
よりも小さく設定したことを要旨とするものである。
According to the present invention, at least two layers on the inner rubber layer side of the steel wire spiral reinforcing layer are used as internal pressure bearing layers, and at least two layers on the outer periphery thereof are formed. The gist of the present invention is that the tension load-bearing layer is configured such that the winding angle of the tensile load-bearing layer is set smaller than the winding angle of the internal pressure-bearing layer.

【0013】この発明は、上記のように構成され、内圧
力負担層が鋼線スパイラルで構成するため、高圧に耐え
得ることが出来ると共に、引張り荷重負担層が鋼線スパ
イラルで構成されているため、鋼線線径は特に制約を受
けることがなく、0.4mmより太い鋼線の使用も可能で
あり、耐引張り力が大きくなり金具端末部での破損を有
効に防止することが出来るものである。更に、引張り荷
重負担層の鋼線密度を70〜90%に設定してあるの
で、柔軟性に富みリールに巻付けることも容易に行うこ
とが出来る。
According to the present invention, since the internal pressure bearing layer is made of a steel wire spiral as described above, it can withstand high pressure, and the tensile load bearing layer is made of a steel wire spiral. The diameter of the steel wire is not particularly limited, and it is possible to use a steel wire thicker than 0.4 mm, which increases the tensile strength and effectively prevents breakage at the metal fitting end. is there. Furthermore, since the steel wire density of the tensile load bearing layer is set to 70 to 90%, it can be easily wound around a reel with high flexibility.

【0014】[0014]

【発明の実施の形態】以下、添付図面に基づき、この発
明の実施形態を説明する。なお、従来例と同一構成要素
は、同一符号を付して説明は省略する。
Embodiments of the present invention will be described below with reference to the accompanying drawings. The same components as those of the conventional example are denoted by the same reference numerals, and description thereof will be omitted.

【0015】図1は、この発明を実施したリール巻き高
圧ホースの補強構造を示す一部切欠した正面図を示し、
この高圧ゴムホース1aは、内面ゴム層2,センター布
3と外面ゴム層4との間に、層間ゴム層5a,5bを中
間に介在させて内圧力負担層となる4層の鋼線スパイラ
ル補強層12a,12b,12c,12dと、引張り荷
重負担層となる2層の鋼線スパイラル補強層13a,1
3bとを配設して構成してあり、内圧力負担層及び引張
り荷重負担層は、バンラスの関係上、二層以上の偶数層
に設定することが望ましい。
FIG. 1 is a partially cutaway front view showing a reinforcing structure of a reel wound high pressure hose embodying the present invention.
This high-pressure rubber hose 1a has a four-layer steel wire spiral reinforcing layer which serves as an internal pressure bearing layer with interlayer rubber layers 5a and 5b interposed between the inner rubber layer 2, the center cloth 3 and the outer rubber layer 4. 12a, 12b, 12c, 12d and two layers of steel wire spiral reinforcing layers 13a, 1 serving as tensile load bearing layers
3b, and the internal pressure-bearing layer and the tensile load-bearing layer are desirably set to two or more even layers in view of the bunras.

【0016】前記内圧力負担層となる4層の鋼線スパイ
ラル補強層12a,12b,12c,12dの鋼線巻付
け角度αa 〜αd は、従来の汎用ホースと同じ103°
〜120°に設定し、また引張り荷重負担層となる2層
の鋼線スパイラル補強層13a,13bの鋼線巻付け角
度αe ,αf は、90°〜103°に設定し、引張り荷
重負担層の巻付け角度を、内圧力負担層の最小巻付け角
度より小さくなるように設定してある。
The steel wire winding angles α a to α d of the four steel wire spiral reinforcing layers 12a, 12b, 12c and 12d serving as the internal pressure bearing layers are the same as those of the conventional general-purpose hose, ie, 103 °.
The steel wire winding angles α e and α f of the two steel wire spiral reinforcing layers 13a and 13b serving as tensile load bearing layers are set to 90 ° to 103 °, and the tensile load bearing is set. The winding angle of the layer is set to be smaller than the minimum winding angle of the internal pressure bearing layer.

【0017】即ち、一般の高圧ホースは、ホースの一端
から引張り荷重が作用した場合、ホースの補強層の巻付
け角度は変化し、その結果ホースは伸びることになる。
その時、巻付け角度が大きいもの程変化し易く、巻付け
角度が小さい程変化し難くなるものである。つまり、引
張り荷重が作用した場合、巻付け角度が小さいものが引
張り荷重を受けやすく、逆に巻付け角度が大きいものは
変化し易い(伸び易い)ため、引張り荷重が作用した場
合、変化して荷重を受け難くなる。
That is, in a general high-pressure hose, when a tensile load is applied from one end of the hose, the winding angle of the reinforcing layer of the hose changes, and as a result, the hose elongates.
At this time, the larger the winding angle is, the more easily it changes, and the smaller the winding angle is, the harder it is to change. That is, when a tensile load is applied, a material having a small winding angle is apt to receive a tensile load, and a material having a large winding angle is easily changed (elongated). It becomes difficult to receive the load.

【0018】従って、上記のように張り荷重負担層の巻
付け角度を、内圧力負担層の巻付け角度より小さくして
おかないと、引張り荷重を内圧力負担層で受けなければ
ならず、内圧力負担層がホース内圧に引張り荷重を加え
た荷重が作用して破損し易くなり、これを防止するため
に上記のような巻付け角度配置としたものである。これ
を模式図で示すと、図7に示すようになる。
Therefore, unless the winding angle of the tension load-bearing layer is smaller than the winding angle of the internal pressure-bearing layer as described above, the tensile load must be received by the internal pressure-bearing layer. The pressure-bearing layer is apt to be broken due to a load obtained by adding a tensile load to the internal pressure of the hose. In order to prevent this, the winding angle is set as described above. This is schematically shown in FIG.

【0019】即ち、鋼線(A)α:巻付け角度小(張り
荷重負担層)、 鋼線(B)β:巻付け角度大(内圧力負担層)、 とした場合、今、各層を自由に動けると仮定した場合、
ホースを引張ることにより、それぞれ(A),(B)
は、(A’),(B’)へ移動する。その時、ホースの
伸び量をKA ,K Bの関係は、KA <K Bとなる。実際
のホースの伸びは、2層共同じであることから、(B)
層には引張り荷重がかからないことになる。
That is, if the steel wire (A) α is a small winding angle (tensile load-bearing layer) and the steel wire (B) β is a large winding angle (internal pressure-bearing layer), each layer is now free. Assuming you can move to
By pulling the hose, (A), (B)
Moves to (A ′) and (B ′). At that time, the elongation amount of the hose relation K A, K B is a K A <K B. Since the actual hose elongation is the same for both layers, (B)
There will be no tensile load on the layer.

【0020】以上のような理由により、内圧力負担層か
ら引張り荷重負担層の巻付け角度を、αe ≦αf <αa
<αb <αc <αd に設定するのが望ましい。
For the above reasons, the winding angle from the internal pressure bearing layer to the tensile load bearing layer is defined as α e ≦ α fa
It is desirable to set <α bcd .

【0021】次に、前記引張り荷重負担層(鋼線スパイ
ラル補強層13a,13b)の鋼線密度は、従来の高圧
ホースは一般に90%を超え、95%以下に設定されて
いるのに対して、この発明の実施形態における高圧ホー
ス1aは、70%〜90%に設定してある。
Next, the steel wire density of the tensile load-bearing layer (the steel wire spiral reinforcing layers 13a and 13b) is generally set to more than 90% and less than 95% for the conventional high-pressure hose. The high pressure hose 1a in the embodiment of the present invention is set at 70% to 90%.

【0022】即ち、鋼線密度を70%以下に設定する
と、ホースの口金を装着する際、鋼線の切れが発生し易
く、また90%以上とした場合には、曲げ力が大きくな
り、リールに巻付けるのが難くなり、使用上に支障を来
すからである。
That is, when the steel wire density is set to 70% or less, the steel wire is liable to be cut when the hose base is mounted, and when the steel wire density is set to 90% or more, the bending force becomes large, and the reel force is increased. This is because it becomes difficult to wrap the tape, which may hinder use.

【0023】また、前記引張り荷重負担層(鋼線スパイ
ラル補強層13a,13b)側の層間ゴム層5bの肉厚
を、内圧力負担層(鋼線スパイラル補強層12a,12
b,12c,12d)側の層間ゴム層5aの肉厚よりも
大きく設定してある。
The thickness of the interlayer rubber layer 5b on the side of the tensile load-bearing layer (steel wire spiral reinforcing layers 13a, 13b) is adjusted to the internal pressure-bearing layer (steel wire spiral reinforcing layers 12a, 12b).
The thickness is set to be larger than the thickness of the interlayer rubber layer 5a on the (b, 12c, 12d) side.

【0024】即ち、この発明の実施形態における高圧ゴ
ムホース1aは、リール巻きのために柔軟性が要求され
る。柔軟性を良くするには、層間ゴムの厚さを厚くすれ
ば良いが、反面ホース外径が太くなり、耐圧力が低下す
ると共に、質量が大きくなる等の問題が生じる。
That is, the high-pressure rubber hose 1a in the embodiment of the present invention is required to have flexibility for winding on a reel. In order to improve the flexibility, the thickness of the interlayer rubber may be increased. However, on the other hand, the outer diameter of the hose is increased, the pressure resistance is reduced, and the mass is increased.

【0025】そこで、この実施形態における高圧ホース
1aの場合には、内圧力負担層側の層間ゴム層5aの肉
厚は、従来の汎用ホースの層間ゴム層の肉厚(0.2m
m)と同様とし、引張り荷重負担層側の層間ゴム層5b
の肉厚を、内圧力負担層側よりも厚く(例えば、0.6
mm程度)とすることにより、ホースを曲げ易くしたもの
である。
Therefore, in the case of the high-pressure hose 1a in this embodiment, the thickness of the interlayer rubber layer 5a on the inner pressure bearing layer side is the same as the thickness of the interlayer rubber layer of the conventional general-purpose hose (0.2 m).
m), the interlayer rubber layer 5b on the tensile load bearing layer side
Is thicker than the inner pressure bearing layer side (for example, 0.6
mm) makes the hose easier to bend.

【0026】また、従来のような鋼線編組補強層の場合
には、編組加工上、鋼線直径が0.4mm以下の制約があ
るが、この発明の実施形態では、鋼線スパイラル補強層
で構成してあるため、加工上の制約がなく、従って引張
り荷重負担層の鋼線の線径を0.4mmよりも太い鋼線を
使用することが出来る。これにより、耐引張り力が大き
くなり、金具端末部での破損を防止することが出来る。
Further, in the case of the conventional steel wire braided reinforcing layer, there is a restriction that the steel wire diameter is 0.4 mm or less due to braiding, but in the embodiment of the present invention, the steel wire spiral reinforcing layer is used. Since it is configured, there is no restriction in processing, and therefore, a steel wire having a wire diameter of more than 0.4 mm in the tensile load bearing layer can be used. As a result, the tensile strength is increased, and breakage at the metal fitting end can be prevented.

【0027】次に、この発明のリール巻き高圧ホースの
実験結果を、以下の表1及び表2に示す。
Next, the experimental results of the reel wound high pressure hose of the present invention are shown in Tables 1 and 2 below.

【0028】なお、この実験に使用した高圧ホースの仕
様は、内径:50.8mm、外径:75mm、鋼線の線径:0.8 m
m、層間ゴム(内圧力負担層:0.2 mm、引張り荷重負担
層:0.6 mm) である。また、W/Sは鋼線(ワイヤー)
/スパイラルを示している。
The specifications of the high-pressure hose used in this experiment were as follows: inner diameter: 50.8 mm, outer diameter: 75 mm, steel wire diameter: 0.8 m
m, interlayer rubber (inner pressure bearing layer: 0.2 mm, tensile load bearing layer: 0.6 mm). W / S is steel wire (wire)
/ Spiral.

【0029】以下の表1は、リール巻き高圧ホースの内
圧力負担層の巻付け角度、引張り荷重負担層の編組角度
または巻付け角度を種々に設定した場合であり、本願発
明の実施例1,2と、比較例1,2,3及び従来例1,
2について、破壊圧力、引張り破断力、ホースの伸び、
曲げ力を比較したものである。
Table 1 below shows the case where the winding angle of the internal pressure-bearing layer and the braid angle or the winding angle of the tensile load-bearing layer of the reel-wound high-pressure hose were variously set. 2, Comparative Examples 1, 2, 3, and Conventional Example 1,
For 2, the breaking pressure, tensile breaking force, hose elongation,
It is a comparison of bending force.

【0030】[0030]

【表1】 [Table 1]

【0031】なお、上記表1において、曲げ力は、比較
例1>比較例3>実施例1>実施例2>比較例2の順に
なっているのは、引張り荷重負担層の巻付け角度による
ものである。
In Table 1, the bending force is in the order of Comparative Example 1> Comparative Example 3> Example 1> Example 2> Comparative Example 2 depending on the winding angle of the tensile load bearing layer. Things.

【0032】また、従来例2(汎用ホース)が実施例
1,実施例2,比較例2よりも曲げ力が大きいのは、4
W/Sと5W/S、5W/Sと6W/S間の層間ゴムの
厚さが実施例1,実施例2,比較例2よりも薄いからで
ある。つまり、従来例2の層間ゴムの厚さは0.2 mm、他
のホースは0.6 mmである。
The reason why Conventional Example 2 (general-purpose hose) has a larger bending force than Examples 1, 2 and Comparative Example 2 is as follows.
This is because the thickness of the interlayer rubber between W / S and 5 W / S, 5 W / S and 6 W / S is thinner than that of Examples 1, 2 and Comparative Example 2. That is, the thickness of the interlayer rubber of Conventional Example 2 is 0.2 mm, and the thickness of the other hoses is 0.6 mm.

【0033】また、以下の表2は、リール巻き高圧ホー
スの内圧力負担層の巻付け角度、引張り荷重負担層の巻
付け角度を一定に設定し、層間ゴムの厚さを変えた場合
の実験例を示している。
Table 2 below shows an experiment in which the winding angle of the internal pressure-bearing layer and the winding angle of the tensile load-bearing layer of the reel-wound high-pressure hose were fixed and the thickness of the interlayer rubber was changed. An example is shown.

【0034】[0034]

【表2】 [Table 2]

【0035】なお、上記表2において、比較例2では、
実施例1,2に比べて曲げ力が小さいのは、引張り荷重
負担層の層間ゴムの厚さが厚くなっているからである。
In Table 2 above, in Comparative Example 2,
The reason why the bending force is smaller than in Examples 1 and 2 is that the thickness of the interlayer rubber of the tensile load bearing layer is large.

【0036】[0036]

【発明の効果】以上のように、この発明では鋼線スパイ
ラル補強層の内面ゴム層側の二層以上を内圧力負担層に
すると共に、その外周の少なくとも二層以上を引張り荷
重負担層に構成し、前記引張り荷重負担層の巻付け角度
を、内圧力負担層の巻付け角度よりも小さく設定したの
で、高圧に耐えることが出来ると共に、耐引張り力が大
きく金具端末部での破損を有効に防止でき、柔軟性に富
んだ高圧ホースとすることが出来る効果がある。
As described above, in the present invention, at least two layers on the inner rubber layer side of the steel wire spiral reinforcing layer are formed as internal pressure bearing layers, and at least two layers on the outer periphery thereof are formed as tensile load bearing layers. However, since the winding angle of the tensile load-bearing layer is set smaller than the winding angle of the internal pressure-bearing layer, it is possible to withstand high pressure and has a large tensile strength, which effectively prevents damage at the metal fitting end. This has the effect that a high-pressure hose with high flexibility can be prevented.

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

【図1】この発明を実施したリール巻き高圧ホースの補
強構造を示す一部切欠した正面図である。
FIG. 1 is a partially cutaway front view showing a reinforcing structure of a reel wound high pressure hose embodying the present invention.

【図2】従来の汎用高圧ホースの補強構造を示す一部切
欠した正面図である。
FIG. 2 is a partially cutaway front view showing a conventional general-purpose high-pressure hose reinforcing structure.

【図3】従来の高圧ホースの補強構造を示す一部切欠し
た正面図である。
FIG. 3 is a partially cutaway front view showing a conventional high-pressure hose reinforcing structure.

【図4】従来の鋼線編組補強層を備えた高圧ホースの一
部切欠した正面図である。
FIG. 4 is a partially cutaway front view of a conventional high-pressure hose having a steel wire braided reinforcing layer.

【図5】従来の鋼線編組補強層と糸編組補強層とを備え
た高圧ホースの一部切欠した正面図である。
FIG. 5 is a partially cutaway front view of a conventional high-pressure hose provided with a steel wire braid reinforcement layer and a yarn braid reinforcement layer.

【図6】従来の金具を装着した高圧ゴムホースの一部拡
大正面図である。
FIG. 6 is a partially enlarged front view of a high-pressure rubber hose equipped with a conventional fitting.

【図7】引張り荷重負担層の巻付け角度を、内圧力負担
層の巻付け角度より小さく設定した場合の模式図であ
る。
FIG. 7 is a schematic diagram when the winding angle of the tensile load bearing layer is set smaller than the winding angle of the internal pressure bearing layer.

【符号の説明】[Explanation of symbols]

1 高圧ゴムホース 2 内面ゴム層 3 センター布 4 外面ゴム層 5 層間ゴム層 7a,7b,7c,7d,7e,7f 鋼線スパイラル
補強層 8a,8b,8c,8d 鋼線スパイラル補強層 9 鋼線編組層 10a,10b,10c 鋼線編組層 11a,11b 鋼線編組層 11c 糸編組層 12a,12b,12c,12d 鋼線スパイラル補強
層 13a,13b 鋼線スパイラル補強層 αa 〜αd 鋼線巻付け角度 20 金具 20a 金具端末部
DESCRIPTION OF SYMBOLS 1 High-pressure rubber hose 2 Inner rubber layer 3 Center cloth 4 Outer rubber layer 5 Interlayer rubber layer 7a, 7b, 7c, 7d, 7e, 7f Steel wire spiral reinforcing layer 8a, 8b, 8c, 8d Steel wire spiral reinforcing layer 9 Steel wire braid Layers 10a, 10b, 10c Steel wire braided layers 11a, 11b Steel wire braided layers 11c Thread braided layers 12a, 12b, 12c, 12d Steel wire spiral reinforcement layers 13a, 13b Steel wire spiral reinforcement layers α a to α d Steel wire winding Angle 20 Metal fitting 20a Metal fitting terminal

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 3H111 AA02 BA03 BA11 CB07 CB14 CB29 CC07 CC18 CC20 DA07 DA26 DB12 DB19 4F100 AB03D AB03E AN00A AN00B AN00C BA05 BA10A BA10B BA13 BA22 DA11 DD31 DH00D DH00E EH51D EH51E GB51 GB90 JA13E JK02 JK13 JK17 YY00C YY00D YY00E ──────────────────────────────────────────────────続 き Continued on the front page F-term (reference) 3H111 AA02 BA03 BA11 CB07 CB14 CB29 CC07 CC18 CC20 DA07 DA26 DB12 DB19 4F100 AB03D AB03E AN00A AN00B AN00C BA05 BA10A BA10B BA13 BA22 DA11 DD31 DH00D DH00E EH51E90K13 GB23 YY00D YY00E

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 内面ゴム層と外面ゴム層との間に、層間
ゴム層を介して複数の鋼線スパイラル補強層を介在させ
て構成して成る高圧ゴムホースにおいて、 前記鋼線スパイラル補強層の内面ゴム層側の二層以上を
内圧力負担層にすると共に、その外周の少なくとも二層
以上を引張り荷重負担層に構成し、前記引張り荷重負担
層の巻付け角度を、内圧力負担層の巻付け角度よりも小
さく設定して成る高圧ゴムホース。
1. A high-pressure rubber hose comprising a plurality of steel wire spiral reinforcing layers interposed between an inner rubber layer and an outer rubber layer via an interlayer rubber layer, wherein the inner surface of the steel wire spiral reinforcing layer is provided. Two or more layers on the rubber layer side are used as an internal pressure bearing layer, and at least two or more layers on the outer periphery are configured as a tensile load bearing layer, and the winding angle of the tensile load bearing layer is determined by winding the inner pressure bearing layer. High-pressure rubber hose set smaller than the angle.
【請求項2】 前記内圧力負担層及び引張り荷重負担層
を、二層以上の偶数層に設定した請求項1に記載の高圧
ゴムホース。
2. The high-pressure rubber hose according to claim 1, wherein the inner pressure-bearing layer and the tensile load-bearing layer are two or more even layers.
【請求項3】 前記引張り荷重負担層の巻付け角度を、
内圧力負担層の最小巻付け角度より小さい90〜103
°に設定した請求項1または2に記載の高圧ゴムホー
ス。
3. A winding angle of the tensile load-bearing layer,
90 to 103 smaller than the minimum winding angle of the inner pressure bearing layer
The high-pressure rubber hose according to claim 1 or 2, which is set to °.
【請求項4】 前記引張り荷重負担層の鋼線密度を70
〜90%に設定した請求項1,2または3に記載の高圧
ゴムホース。
4. The steel wire density of said tensile load bearing layer is 70
4. The high-pressure rubber hose according to claim 1, wherein the high-pressure rubber hose is set to 90%.
【請求項5】 前記引張り荷重負担層側の層間ゴム層の
肉厚を、内圧力負担層側の層間ゴム層の肉厚よりも大き
く設定した請求項1,2,3,または4に記載の高圧ゴ
ムホース。
5. The method according to claim 1, wherein the thickness of the interlayer rubber layer on the tensile load-bearing layer side is set to be larger than the thickness of the interlayer rubber layer on the internal pressure-bearing layer side. High pressure rubber hose.
JP20943999A 1999-07-23 1999-07-23 High pressure rubber hose for construction and civil engineering machinery Expired - Fee Related JP4383586B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20943999A JP4383586B2 (en) 1999-07-23 1999-07-23 High pressure rubber hose for construction and civil engineering machinery

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20943999A JP4383586B2 (en) 1999-07-23 1999-07-23 High pressure rubber hose for construction and civil engineering machinery

Publications (2)

Publication Number Publication Date
JP2001032966A true JP2001032966A (en) 2001-02-06
JP4383586B2 JP4383586B2 (en) 2009-12-16

Family

ID=16572889

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20943999A Expired - Fee Related JP4383586B2 (en) 1999-07-23 1999-07-23 High pressure rubber hose for construction and civil engineering machinery

Country Status (1)

Country Link
JP (1) JP4383586B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102679054A (en) * 2011-12-31 2012-09-19 漯河市利通橡胶有限公司 Pulse-resistant steel-wire winding hydraulic rubber pipe
JP2013151994A (en) * 2012-01-25 2013-08-08 Bridgestone Corp High pressure hose

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7411892B2 (en) 2019-04-24 2024-01-12 住友理工ホーステックス株式会社 High pressure hose and its manufacturing method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102679054A (en) * 2011-12-31 2012-09-19 漯河市利通橡胶有限公司 Pulse-resistant steel-wire winding hydraulic rubber pipe
JP2013151994A (en) * 2012-01-25 2013-08-08 Bridgestone Corp High pressure hose

Also Published As

Publication number Publication date
JP4383586B2 (en) 2009-12-16

Similar Documents

Publication Publication Date Title
JPH0380095B2 (en)
US6677018B1 (en) High pressure rubber hose and manufacturing method thereof
JP2001032966A (en) High pressure rubber hose
JP3096961B2 (en) Reinforced high pressure hose
JPH09228275A (en) Wire rope
JP2001037378A (en) Fishing rod
JP3170663B2 (en) High pressure rubber hose
JPH10318446A (en) High pressure hose
JP4348100B2 (en) High pressure hose
JP3287196B2 (en) High pressure hose and method of manufacturing the same
JPH10132153A (en) High-pressure hose
JPH0914518A (en) Reinforced high pressure hose
JP3714981B2 (en) Reinforced high pressure hose
JP3247470B2 (en) Steel cord reinforced rubber belt
JP2002206678A (en) Braided pressure hose
JPH08200561A (en) Small extention high-pressure hose
JP3086205B2 (en) Pressure hose
JPH10185018A (en) High pressure hose
JPH08200560A (en) Small extention high-pressure hose
JPH0133904Y2 (en)
JPH10259886A (en) High pressure hose
ITMI990940A1 (en) HOSE
JP3185822B2 (en) Composite rope
JP3247469B2 (en) Steel cord reinforced rubber belt
JPH11155424A (en) Fishing rod

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20050720

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20080724

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20080805

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20081006

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20090317

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090518

A911 Transfer of reconsideration by examiner before appeal (zenchi)

Free format text: JAPANESE INTERMEDIATE CODE: A911

Effective date: 20090521

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090728

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090814

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

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20090915

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20090924

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121002

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121002

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121002

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121002

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131002

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees