Abstract
The present invention relates to a high-pressure hose structure comprising
several layers of reinforcing plies where the reinforcing fibres are
spirally laid. The hose structure according to the invention is characterized
by the odd number of its reinforcing plies.
Claims
1. A high-pressure hose comprising several layers of reinforcing plies,
wherein the number of reinforcing plies is odd.
2. A hose according to claim 1, wherein the individual plies comprise
essentially identical reinforcing fibres.
3. A hose according to claim 1, wherein the lay angle (.alpha..sub.k)
at least one ply (measured from the cross section perpendicular
to the hose axis) is lower than 10.degree., the number of fibres
(n.sub.k) in this ply is not greater than 10% of the total number
of fibres in all plies and the average of the lay angles of the
other plies is higher than 35.26.degree..
4. A hose according to claim 1, wherein the number of fibres in
the low-angle ply is lower than 3 ABS ( i = 1 n , i k 3 mr i N i
F i cos a 1 r k F k ) > N k ( 1 ) where index k refers to the
low-angle ply, index i is a running index, except the low-angle
ply, m is a sign function whose value is +1 for left-handed and
-1 for right-handed plies, r.sub.i and r.sub.k are the mean radii
of the respective plies, N.sub.i and N.sub.k are numbers of fibres
in the respective plies, F.sub.i and F.sub.k are the tensile breaking
forces of the fibres in the respective plies, n is the number of
plies, ABS means absolute value.
5. A hose according to claim 1, wherein all the plies together
fulfill the following inequality 4 0 , 36 j = 1 n N j F j sin a
j > j = 1 n N j F j sin a j > 0 , 3 j = 1 n N j F j sin a
j ( 2 ) where j is a running index, including the low-angle ply,
and the other terms are defined in claim 4.
6. A hose according to claim 1, wherein the odd number of reinforcing
plies comprises three reinforcing plies, the uppermost ply is laid
at a low angle and the angles of the two lower reinforcing plies
do not differ by more than .+-.3 degrees from those determined by
equations sin .alpha..sub.1=0.707+0.19z sin .alpha..sub.2=0.707-0.19z
where z is the relative ply distance, i.e. the difference of the
mean radii of the two extreme plies divided by the mean radius r.sub.2
of the second ply, z=(r.sub.3-r.sub.1)/r.sub.2.
7. A hose according to claim 1, wherein the odd number of reinforcing
plies comprises five reinforcing plies, the uppermost ply is laid
at a low angle and the angles of the four lower reinforcing plies
do not differ by more than .+-.3 degrees from those determined by
equations sin .alpha..sub.1=0.646+0.28z sin .alpha..sub.2=0.646+0.09z
sin .alpha..sub.3=0.646-0.08z sin .alpha..sub.4=0.646-0.23z where
z is the relative ply distance, i.e. the difference of the mean
radii of the two extreme plies divided by the mean radius of the
third ply, z=(r.sub.5-r.sub.1)/r.sub.3.
8. A hose according to claim 1, wherein the odd number of reinforcing
plies comprises seven reinforcing plies, the uppermost ply is laid
at a low angle and the angles of the six lower reinforcing plies
do not differ by more than .+-.3 degrees from those determined by
equations sin .alpha..sub.1=0.624+0.34z sin .alpha..sub.2=0.624+0.18z
sin .alpha..sub.3=0.624+0.06z sin .alpha..sub.4=0.624-0.05z sin
.alpha..sub.5=0.624-0.15z sin .alpha..sub.6=0.624-0.23z where z
is the relative ply distance, i.e. the difference of the mean radii
of two extreme plies divided by the mean radius of the fourth ply,
z=(r.sub.7-r.sub.1)/r.sub.4.
9. A hose according to claim 1, wherein the odd number of reinforcing
plies comprises three reinforcing plies, the uppermost ply is laid
at a low angle and the angles of the two lower reinforcing plies
do not differ by more than .+-.3 degrees from those determined by
equations sin .alpha..sub.1=0.707+0.73z sin .alpha..sub.2=0.707-0.39z
where z is the relative ply distance, i.e. the difference of the
mean radii of the two extreme plies divided by the mean radius of
the second ply, z=(r.sub.3-r.sub.1)/r.sub.2.
10. A hose according to claim 1, wherein the odd number of reinforcing
plies comprises five reinforcing plies, the uppermost ply is laid
at a low angle and the angles of the four lower reinforcing plies
do not differ by more than .+-.3 degrees from those determined by
equations sin .alpha..sub.1=0.646+0.59z sin .alpha..sub.2=0.646+0.36z
sin .alpha..sub.3=0.646-0.09z sin .alpha..sub.2=0.646-0.63z where
z is the relative ply distance, i.e. the difference of the mean
radii of the two extreme plies divided by the mean radius of the
third ply, z=(r.sub.5-r.sub.1)/r.sub.3.
11. A hose according to claim 1, wherein the odd number of reinforcing
plies comprises seven reinforcing plies, the uppermost ply is laid
at a low angle and the angles of the six lower reinforcing plies
do not differ by more than .+-.3 degrees from those determined by
equations sin .alpha..sub.1=0.624+0.75z sin .alpha..sub.2=0.624+0.58z
sin .alpha..sub.3=0.624+0.18z sin .alpha..sub.4=0.624-0.17z sin
.alpha..sub.5=0.624-0.41z sin .alpha..sub.6=0.624-0.46z where z
is the relative ply distance, i.e. the difference of the mean radii
of the two extreme plies divided by the mean radius of the fourth
ply, z=(r.sub.7-r.sub.1)/r.sub.4.
12. (canceled)
13. A hose according to claim 1, wherein an uppermost one of the
plies is laid at a low angle and angles of lower reinforcing ones
of the plies fall between values determined by sin .alpha..sub.1=0.707+0.19z
sin .alpha..sub.2=0.707-0.19z and sin .alpha..sub.1=0.707+0.73z
sin .alpha..sub.2=0.707-0.39z where z is a relative ply distance
comprising a difference between mean radii of extreme ones of the
plies divided by a mean radius of an intermediate one of the plies.
14. A hose according to claim 1, wherein an uppermost one of the
plies is laid at a low angle and angles of lower reinforcing ones
of the plies fall between values determined by sin .alpha..sub.1=0.646+0.28z
sin .alpha..sub.2=0.646+0.09z sin .alpha..sub.3=0.646-0.08z sin
.alpha..sub.4=0.646-0.23z and sin .alpha..sub.1=0.646+0.59z sin
.alpha..sub.2=0.646+0.36z sin .alpha..sub.3=0.646-0.09z sin .alpha..sub.2=0.646-0.63z
where z is a relative ply distance comprising a difference between
mean radii of extreme ones of the plies divided by a mean radius
of an intermediate one of the plies.
15. A hose according to claim 1, wherein an uppermost one of the
plies is laid at a low angle and angles of lower reinforcing ones
of the plies fall between values determined by sin .alpha..sub.1=0.624+0.34z
sin .alpha..sub.2=0.624+0.18z sin .alpha..sub.3=0.624+0.06z sin
.alpha..sub.4=0.624-0.05z sin .alpha..sub.5=0.624-0.15z sin .alpha..sub.6=0.624-0.23z
and sin .alpha..sub.1=0.624+0.75z sin .alpha..sub.2=0.624+0.58z
sin .alpha..sub.3=0.624+0.18z sin .alpha..sub.4=0.624-0.17z sin
.alpha..sub.5=0.624-0.41z sin .alpha..sub.6=0.624-0.46z where z
is a relative ply distance comprising a difference between mean
radii of extreme ones of the plies divided by a mean radius of an
intermediate one of the plies.
Description
[0001] The present invention relates to a high-pressure hose structure
comprising several layers of reinforcing plies where the reinforcing
fibres are spirally laid. A large number of reinforcing fibres laid
in one layer form a reinforcing ply, briefly ply.
[0002] It is well known that high-pressure hoses are manufactured
with various ply structures. The main problem of hose constructions
comprising helical plies is that the structures should meet several
conditions simultaneously, namely, the variation of length and twist
should be minimal under inner pressure while flexibility should
be maintained. This goal is achieved by hose constructions according
to prior art with a number of plies whose direction of lay is alternating
left to right or right to left. Occasionally, in order to maintain
the approximately circular cross section of the hose at a small
bend radius, a rigid helix with a relatively low angle of lay is
built into the hose wall.
[0003] The so called "equilibrium angle" has been known
for long (35.26.degree. measured from the cross section perpendicular
to the hose axis). This angle comes from the equilibrium of pressure
and of the axial and tangential stresses which arise in a straight
pipe loaded only by inner pressure.
[0004] It is also well known that hoses with helical reinforcing
plies laid at the equilibrium angle do exhibit twisting when pressurized.
The pressure resistance of hoses comprising such plies is behind
expectation since the load bearing of the plies is not uniform.
Many attempts have been made to eliminate this drawback.
[0005] Hungarian Pat. No. 199115 recommends a slightly different
angle for 2- and 4-ply hoses with the condition that the average
of the ply-angles should differ from the equilibrium angle by at
least 10 angle minutes. The pressure resistance of these hoses--especially
with 4 or more plies--is poor, therefore, this construction is now
used only in case of 2 plies. Hungarian patent No. 198781 and the
corresponding U.S. Pat. No. 4,860,798 disclose hoses comprising
2, 4, 6 and even 8 helical reinforcing plies. In these constructions
the angle of lay decreases significantly from inside to the outside,
even from 55.degree. to 16.degree.. The angle of lay is calculated
by strict mathematical formulae which include elongation at break
of the fibres as well. In practice, these hoses shrink when pressurized
and their bending stiffness increases also significantly.
[0006] Several constructions are known where the tangential forces
arising from inner pressure are borne by a low-angle pair of plies
and the axial forces are borne by a pair of plies laid at an angle
being significantly greater than the equilibrium one. Such hose
constructions are described by Russian Pat. Nos 941867 and 994853
and GB Pat. No. 953833. However, the common drawback of these hoses
is that their poor flexibility, they kink easily if bent without
inner pressure, so they are not widespread in practice.
[0007] Hence, the object of the present invention is to provide
a hose construction showing only minimal deformation under inner
pressure and an excellent flexibility at the same time. In order
the achieve this goal the tradition of using even numbered plies
in the spirally reinforced hoses is ceased.
[0008] Thus, the embodiment according to the invention overcomes
a technical prejudice in this field.
[0009] The key element of the flexible hoses according to the present
invention is that they comprise an odd number of reinforcing helical
plies.
[0010] The material of the reinforcing fibres is not determined
by the invention but, naturally, its modulus of elasticity is orders
of magnitude higher than that of rubber. The reinforcing fibres
can be chosen from, for example, steel cable or wire, textile cord,
carbon fibre, glass fibre, etc. The reinforcing fibres of the individual
plies are preferably identical or at least their moduli of elasticity
are similar. Reinforcing fibres are considered to be identical if
their materials and geometrical shapes are essentially the same,
e.g. steel wires with identical diameter and structure.
[0011] In a preferable embodiment of the hose according to the
invention one ply is laid at a low angle, i.e. at an angle not higher
than 10.degree., the number of fibres (n.sub.k) in this ply is not
greater than 10% of all ply fibres and the average of the other
ply-angles is higher than 35.26.degree..
[0012] In an other preferable embodiment of the invention the number
of fibres in the ply laid at a low angle fulfils the following inequality:
1 ABS ( i = 1 n , i k 3 mr i N i F i cos i r k F k ) > N k (
1 )
[0013] where
[0014] index k refers to the low-angle ply,
[0015] index i runs, except the low-angle ply, from inside to the
outside,
[0016] m is a sign function whose value is +1 for left-handed and
-1 for right-handed plies,
[0017] r.sub.i and r.sub.k are the mean radii of the respective
plies,
[0018] N.sub.i and N.sub.k are the numbers of fibres in the respective
plies,
[0019] F.sub.i and F.sub.k are the tensile breaking force of the
fibres in the respective ply,
[0020] n is the number of plies,
[0021] ABS means absolute value.
[0022] It is preferable at the same time if the hose fulfils the
following inequality: 2 0 , 36 j = 1 n N j F j sin j > j = 1
n N j F j sin j > 0 , 3 j = 1 n N j F j sin j ( 2 )
[0023] where
[0024] j is a running index, including the low-angle ply.
[0025] The hose comprising an odd number of reinforcing plies according
to the invention can be made so that only its uppermost ply is laid
at a low angle (Example 1) or the low-angle ply is positioned between
the higher-angle ones (Example 2) or the lowermost ply of the hose
is laid at a low angle (Example 3).
[0026] If the properties of the reinforcing fibres are essentially
identical in the individual plies then the uppermost, i.e. third
ply is the low-angle one in a preferable three-ply embodiment. The
number of fibres in the two lower plies can be identical which is
preferable for production. Suitably, the angles of the lower two
plies of such a hose do not differ from the ones determined by the
following equations by more than .+-.3 degrees, respectively:
sin .alpha..sub.1=0.707+0.19z (3)
sin .alpha..sub.2=0.707-0.19z (4)
[0027] where
[0028] z is the relative ply distance, i.e. the difference of the
mean radii of the two extreme plies divided by the mean radius of
the second ply, z=(r.sub.3-r.sub.1)/r.sub.2.
[0029] For 5 plies (see Example 4):
sin .alpha..sub.1=0.646+0.28z (5)
sin .alpha..sub.2=0.646+0.09z (6)
sin .alpha..sub.3=0.646-0.08z (7)
sin .alpha..sub.4=0.646-0.23z (8)
[0030] where
[0031] z is the relative ply distance, i.e. the difference of the
mean radii of the two extreme plies divided by the mean radius of
the third ply, z=(r.sub.5-r.sub.1)/r.sub.3.
[0032] For 7 plies:
sin .alpha..sub.1=0.624+0.34z (9)
sin .alpha..sub.2=0.624+0.18z (10)
sin .alpha..sub.3=0.624+0.06z (11)
sin .alpha..sub.4=0.624-0.05z (12)
sin .alpha..sub.5=0.624-0.15z (13)
sin .alpha..sub.6=0.624-0.23z (14)
[0033] where
[0034] z is the relative ply distance, i.e. the difference of the
mean radii of the two extreme plies divided by the mean radius of
the fourth ply, z=(r.sub.7-r.sub.1) /r.sub.4.
[0035] In a further preferable embodiment of the present invention,
all plies comprise fibres with identical properties and the angle
of the plies decreases from inside to the outside more strongly
than in the previous case; further, the ply-angles do not differ
from those determined by the following equations by more than .+-.3
degrees, respectively (the pressure resistance of such hoses is
extremely good, however, the number of fibres varies from ply to
ply).
[0036] For 3 plies (see Example 5)
sin .alpha..sub.1=0.707+0.73z (15)
sin .alpha..sub.2=0.707-0.39z (16)
[0037] where
[0038] z is the relative ply distance, i.e. the difference of the
mean radii of the two extreme plies divided by the mean radius of
the second ply, z=(r.sub.3-r.sub.1)/r.sub.2.
[0039] For 5 plies (see Example 6):
sin .alpha..sub.1=0.646+0.59z (17)
sin .alpha..sub.2=0.646+0.36z (18)
sin .alpha..sub.3=0.646-0.09z (19)
sin .alpha..sub.2=0.646-0.63z (20)
[0040] where
[0041] z is the relative ply distance, i.e. the difference of the
mean radii of two extreme plies divided by the mean radius of the
third ply, z=(r.sub.5-r.sub.1)/r.sub.3.
[0042] For 7 plies
sin .alpha..sub.1=0.624+0.75z (21)
sin .alpha..sub.2=0.624+0.58z (22)
sin .alpha..sub.3=0.624+0.18z (23)
sin .alpha..sub.4=0.624-0.17z (24)
sin .alpha..sub.5=0.624-0.41z (25)
sin .alpha..sub.6=0.624-0.46z (26)
[0043] where
[0044] z is the relative ply distance, i.e. the difference of the
mean radii of two extreme plies divided by the mean radius of the
fourth ply, z=(r.sub.7-r.sub.1)/r.sub.4.
[0045] Naturally, the hoses according to the present invention
may be manufactured with angles which fall into the ranges between
those given above, e.g. for a 3-ply hose:
[0046] arcsin(0.707+0.192)-3.degree..ltoreq..alpha..sub.1.ltoreq.arcsin(0.-
707+0.73z)+3.degree.
[0047] arcsin(0.707-0.192)+3.degree..ltoreq..alpha..sub.1.ltoreq.arcsin(0.-
707-0.73z)-3.degree.
[0048] The embodiments according to the present invention are described
in detail by the figure and the following examples to facilitate
its understanding without limiting it to the figure or the examples.
[0049] FIG. 1 shows the section of a rubber hose with 16 mm inner
diameter, where the hose comprises a 2 mm thick liner 6 and five
reinforcing plies 1 to 5. The plies are laid in embedding rubber
7. The hose is provided with cover 8. The relations between plies
1 to 5 of the depicted rubber hose and their angles .alpha..sub.1
to .alpha..sub.5 will be described in detail in Example 6.
EXAMPLES
Example 1
[0050] The product according to the present invention is a rubber
hose with 90 mm inner diameter comprising 3 reinforcing plies and
a 4 mm thick liquid-resistant layer (liner). Above the liner there
are two load distributing rubberised textile layers. Each ply comprises
the same type of steel cable with 5 mm diameter and F=31,700 N tensile
strength. The construction radii and angles are as follows:
1 Mean radius Lay angle Number of of the ply Of the ply fibres,
Direction Ply no. r.sub.i (mm) .alpha..sub.i (deg) N.sub.i of lay
1 54 48 49 left 2 60 43 49 right 3 66 3 4 left
[0051] The absolute value of the left hand side of inequality (1)
is 17.3, so the chosen number of fibres in No. 3 low-angle ply fulfils
the requirement of being lower than this value.
[0052] The corresponding data of inequality (2) are as follows:
[0053] 2440 kN>2220 kN>2040 kN.
[0054] For the above hoses the relative ply distance, z is 0.2.
[0055] The ply-angles from Eq. (3), and (4) are .alpha..sub.1:
48.2.degree. and .alpha..sub.2: 42.0.degree., the chosen angles
are within the .+-.3 degrees limit.
Example 2
[0056] The product according to the present invention is a rubber
hose with 76 mm inner diameter comprising 3 reinforcing plies, a
5 mm thick liner and 3 layers of load distributing rubberised textile
layers. Each ply comprises the same type of steel cable with 2.1
mm diameter and F=6,000 N tensile strength. The low-angle ply is
the middle one, the direction of lay of the plies does not alternate,
ply 1 and 2 are laid in the same direction.
2 Mean radius Lay angle Number of of the ply Of the ply fibres,
Direction Ply no. r.sub.i (mm) .alpha..sub.i (deg) N.sub.i of lay
1 48.9 39.4 88 right 2 52.2 2.7 7 right 3 55.5 52.2 123 left
[0057] The value of the left side of inequality (1) is 49.4, so
the chosen number of fibres in No. 2 low-angle ply fulfils the requirement
of being lower than this value.
[0058] The corresponding data of inequality (2) are as follows:
[0059] 956 kN>920 kN>797 kN.
Example 3
[0060] The hose is similar to that of Example 2 with plies comprising
the same type of steel cable, however, the lowermost ply is laid
at a low angle.
3 Mean radius Lay angle Number of of the ply Of the ply fibres,
Direction Ply no. r.sub.i (mm) .alpha..sub.i (deg) N.sub.i of lay
1 48.9 2.1 5 right 2 52.2 45.9 105 left 3 55.5 42.8 106 right
[0061] The value of the left side of inequality (1) is 30.8, so
the chosen number of fibres in No. 1 low-angle ply fulfils the requirement
of being lower than this value.
[0062] The corresponding data of inequality (2) are as follows:
[0063] 947 kN>886 kN>790 kN.
Example 4
[0064] The hose with 100 mm inner diameter is reinforced with 5
polyester textile cord plies. The tensile strength of the warp fibres
in the textile cord is 400 N/fibre, and the fibre density is 70
fibres/10 cm. The thickness of the rubberised textile cord is 2
mm. The construction data are as follows:
4 Number Mean radius Lay angle of of the ply Of the ply Ply width
fibres, Direction Ply no. r.sub.i (mm) .alpha..sub.i (deg) (mm)
N.sub.i of lay 1 55 42.8 235 165 right 2 57 41.0 235 165 left 3
59 39.3 235 165 right 4 61 37.3 235 165 left 5 63 8.0 55 38 right
[0065] The value of the left side of inequality (1) is 40.9, so
the chosen number of fibres in No. 5 low-angle ply fulfils the requirement
of being lower than the given value.
[0066] The corresponding data of inequality (2) are as follows:
[0067] 187 kN>173 kN>156 kN.
[0068] For the above hose the relative ply distance, z is 0.136.
[0069] The ply-angles from Equations (5) to (8) are .alpha..sub.1=43.2.degree.,
.alpha..sub.2=41.2.degree., .alpha..sub.3=39.3.degree. and .alpha..sub.4=37.9.degree..
The chosen angles are within the .+-.3 degrees limit.
Example 5
[0070] The hose is similar to those of Example 2 and 3 with reinforcing
plies comprising the same type of steel cable, however, the uppermost
ply is laid at a low angle.
5 Mean radius Lay angle Number of of the ply Of the ply fibres,
Direction Ply no. r.sub.i (mm) .alpha..sub.i (deg) N.sub.i of lay
1 48.9 53.1 110 right 2 52.2 41.1 97 left 3 55.5 6.0 16 right
[0071] The value of the left side of inequality (1) is 31.7, so
the chosen number of fibres in No. 3 low-angle ply fulfils the requirement
of being lower than this value.
[0072] The corresponding data of inequality (2) are as follows:
946 kN>920 kN>789 kN.
Example 6
[0073] The product according to the invention is a rubber hose
with 16 mm inner diameter comprising a 2 mm thick liquid resistant
liner. The used reinforcing ply is a steel wire with 0.7 mm diameter
and 980 N tensile strength. The construction radii and angles are
as follows:
6 Mean radius Lay angle Number of Ply of the ply r.sub.i Of the
ply .alpha..sub.i fibres, Direction no. (mm) (deg) N.sub.i of lay
1 11.25 55.5 79 left 2 12.25 49.0 79 right 3 13.25 38.2 70 left
4 14.25 27.1 55 right 5 15.25 3.1 7 left
[0074] The absolute value of the left side of inequality (1) is
19.7, so the chosen number of fibres in No. 5 low-angle ply fulfils
the requirement of being lower than the given value.
[0075] The corresponding data of inequality (2) are as follows:
[0076] 199. kN>190 kN>166 kN.
[0077] For the above hose the relative ply distance, z is 0.302.
[0078] The ply-angles differ from those determined by Eqs. (17)
to (20) by less than 3 degrees. |