The present invention relates to glass fibre manufacturing equipment. In particular it concerns reinforcing ribs for reinforcing the tip plate of a bushing assembly against creep and sagging.
Glass fibres can be produced by melting a glass composition in a melter and drawing them out through the tip plate of a bushing assembly. A bushing assembly is generally in the form of a rectangular box with two pairs of opposed side and end walls forming the perimeter thereof with an opening at the top in fluid communication with the melter. The bottom floor comprises a tip plate which is a plate comprising a multitude of orifices or tips through which the glass melt can flow to form fibres, which are attenuated to reach their desired diameter. To ensure an optimal control of the viscosity, the temperature of the tip plate must be controlled accurately. The temperature of the tip plate depends on the glass melt composition but is generally well above 1000° C. Because of the extreme working conditions, the various components of a bushing assembly are made of platinum or platinum alloys, typically rhodium-platinum alloys.
The load applied on the tip plate is substantial with, on the one hand, the weight of the glass melt lying on top of it and, on the other hand, the drawing force applied to the fibres below. At temperatures well above 1000° C., it is not surprising that tip plates are sensitive to creep and sagging. In order to increase the production rate, larger tip plates are being used which increase the problem of creep and sagging. It has been proposed to reinforce the structure by adding transverse reinforcing ribs distributed along the length of the tip plate. U.S. Pat. No. 3,979,195 describes such stiffening ribs which are in the shape of rectangular ribs having a T-profils and contribute to stiffening the tip plate in the transverse direction. EP1399393, however, identifies problems with the flexural properties of such stiffening ribs, and proposes to modify their geometry, replacing the rectangular geometry of the ribs by a profile having a variable altitude including at least one apex (cf.
U.S. Pat. No. 6,810,693 discloses a bushing assembly wherein the tip plate is reinforced by stiffening ribs extending across 50 to 100% of the tip plate width. Trapezoidal stiffening ribs can be used in case the ribs do not span the whole width of the tip plate (cf.
In some cases, a longitudinal central beam is provided in the centre of the floor to stiffen the tip plate in the longitudinal direction; this configuration corresponds to having two tip plates in parallel separated by a longitudinal beam in a single bushing assembly. Usually, the two tip plate portions and the central beam are made of a single plate folded appropriately. The central beam may, however, be welded to the centre of the top surface of a single tip plate or to the longitudinal edges of two separate tip plates. The central beam, however; is also strained in a three point bending mode and its flexural stiffness is often not sufficient to mechanically stabilise the tip plate in the longitudinal direction over an extended working period. The use of transverse stiffening ribs as disclosed in any of U.S. Pat. No. 3,979,195 or EP1399393 does not help in supporting the central beam in the longitudinal direction.
The long time stabilization of the tip plate of a bushing assembly against creep and sagging remains a problem to be solved. The present invention proposes a solution to said problem and, in particular, in case a central beam is used to stabilize longitudinally two adjacent tip plates in a single bushing assembly. These and other advantages of the present invention are described in the following sections.
The present invention is defined in the appended independent claims. Preferred embodiments are defined in the dependent claims. In particular, the present invention concerns a bushing assembly for the manufacture of glass fibres, comprising a bushing body in the shape of an open box and comprising:
In a first embodiment of the present invention, the bushing assembly comprises a single tip plate and the smallest side (CB) of the reinforcing ribs planar section is coupled to the side wall (1B, 1A) opposite the side wall coupled to the wall side (AD). In an alternative embodiment, the bushing assembly further comprises a central beam extending from one end wall to the other, substantially parallel to the side walls and dividing the bushing floor in two portions, preferably of equal areas, each floor portion being formed by a tip plate secured to said central beam, wherein the reinforcing ribs are arranged on both floor portions, each rib being fixed to said central beam by its shortest side (CB). The side (AD) opposite to the shortest side is thus coupled to a side wall. The central beam is preferably integral with the tip plates extending on either side thereof and can be formed by folding a plate to form a ridge of desired cross-section flanked on either side by a portion comprising orifices and forming two tip plates. In a preferred embodiment, the ridge formed by the central beam has a Π, or Λ-shaped cross section.
In a preferred embodiment, the planar section of the reinforcing ribs is in the shape of a quadrilateral (i.e., composed of four straight sides. The quadrilateral is preferably a trapezium, preferably a right trapezium, wherein the tip side (DC) defines the altitude thereof and spans the whole width of a tip plate (2). sln the present context, the English sense of the term “trapezium” is used, viz., a quadrilateral having at least one pair of parallel sides—called bases—connected to one another by two so-called legs (in US-English, the term “trapezoid” would be used instead). A “right trapezium” is a trapezium having two right angles. If the two opposed legs of a trapezium are parallel, the trapezium is actually a parallelogram, and if the trapezium is right, it forms a rectangle. In the present context, the two legs of the trapezium are not parallel to one another. The “right leg” of a right trapezium is the leg forming a right angle with both bases, whilst the “non right leg” is the opposed leg.
In a preferred embodiment, the reinforcing rib comprise an off-plane portion substantially normal to the planar portion, topping or adjacent to the non right leg of the planar portion, and forming therewith a cross-section, preferably in the shape of a T, Γ, F, or double-crossed T. In order to save precious metal and to allow melt flow across the ribs, it is preferred that the planar portion of the reinforcing rib comprises at least one through opening, generally at least two or more openings.
For a fuller understanding of the nature of the present invention, reference is made to the following detailed description taken in conjunction with the accompanying drawings in which:
As can be seen in
As illustrated in
In a preferred embodiment, the planar portion (10A) has the shape of a trapezium, more preferably in the shape of a right trapezium as illustrated in
In a bushing assembly comprising a single tip plate (2), the shortest side (BC) adjacent the smallest angle, α1, is secured to the opposite side wall (1B, 1A). In a bushing assembly comprising two tip plates separated by a central beam (1C) extending from one end wall (1D, 1E) to the other, substantially parallel to the side walls (1A, 1B) the shortest side (CB) is fixed to said central beam as illustrated in
The planar portion (10A) preferably comprises at least one through opening (11). This allows the saving of material, which considering the value of platinum and the number of ribs in a bushing assembly, can reduce the production cost substantially. It also permits a certain flow of glass melt across the ribs, although this is not essential for a good spinning process.
In a preferred embodiment, the reinforcing rib in the present invention further comprises an off-plane portion (10B) substantially normal to the planar portion (10A), topping or adjacent to the non right leg (AB) of the planar portion (10A) thus forming therewith a cross-section (10C). The cross section (10C) of the rib can have any of a T, Γ, F, or double-crossed T shape.
Reinforcing ribs having a rectangular profile as disclosed in U.S. Pat. No. 3,979,195 or having a profile of varying altitude with an apex as disclosed in EP1390393, act as beams strained by the weight and drawing of the glass melt in a flexural mode with compressive and tensile forces distributed across the vertical altitude of the beam. On the contrary, the reinforcing rib (10) of the present invention is mostly strained in tensile mode, because of the sloping non right leg (AB) acting like the rigging of a suspension bridge. This is particularly advantageous in the embodiment of bushing assembly comprising a central beam (1C) which is highly sensitive to bending in view of its substantial length, because the reinforcing ribs (10), like in a suspension bridge, support the both tip plate and central beam. Tensile stiffness of the ribs at high temperature is higher than their flexural stiffness, so that the geometry of the present reinforcing rib contributes to increasing the service time of a bushing assembly. When sandwiched between two reinforcing ribs (10), the central beam (1C) is literally suspended by means of the slanted non right legs (AB). When the off-plane portion (10B) is used in the prior art reinforcing means reviewed supra to increase the bending moment thereof, it is used herein to increase the tensile strength of the rib.
The trapezoidal reinforcing ribs disclosed in U.S. Pat. No. 6,810,693 extending over a portion only of a tip plate width and coupled to the bushing assembly by two of its four sides only does not offer satisfactory support to the tip plate. In case the ribs extend over the full width of a tip plate, it is explicitly indicated in U.S. Pat. No. 6,810,693 that the “height of the rib [should] diminish to a minimum along the length of the rib away from one of the oppositely facing side wall to which it is attached, and then increase along the length of the rib from that point to the other of oppositely facing side wall to which it is attached. [ . . . ] the upper edge of the rib [being] roughly in the shape of a V”.
As discussed supra, the side (AB) of the planar portion (10a) of the reinforcing rib is not necessarily straight and may comprise some curvature, either convex or concave, as long as it defines a line of tensile support to the tip plate or central beam (cf.
As mentioned above, the central beam (1C) can be fixed to the tip plate (2) by welding. In one embodiment, a beam (1C) is secured to the top surface of a single tip plate (2), dividing the latter in two portions as illustrated in
A bushing assembly according to the present invention has a prolonged service time thanks to the geometry of the reinforcing ribs used to stiffen and mechanically stabilize the tip plate against creep and sagging.
Number | Date | Country | Kind |
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11165860.5 | May 2011 | EP | regional |
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/EP12/58246 | 5/4/2012 | WO | 00 | 3/30/2014 |