This invention relates to the field of high strength tension members, such as for sailboat rigging, and more particularly to continuous standing rigging for sailboats utilizing continuous tension members, particularly fiber composite members.
Sailboat designers and builders are constantly striving to improve the standing rigging that holds the masts in the generally vertical position. Since wind can exert tremendous force on the mast, spreaders and supporting rigging, the characteristics of the standing rigging are critical. Some aspects of standing rigging that can be improved include reducing weight, reducing elongation (stretch), reducing wind drag (windage) e.g., by reducing the diameter of the rigging and/or improving its aerodynamic qualities, and reducing the number of rigging parts. The use of high strength and lightweight composite fibers with or without a polymer matrix in lieu of metallic wire rope or metallic rod tensioning members can reduce the mast rigging weight and is important for improved sailboat performance since any weight reduction that takes place above the deck allows for a far greater reduction in the keel weight. Also, to the extent that the number of rigging lines and/or their profiles can be reduced or consolidated, windage can be further reduced.
To date, fiber composite standing rigging systems and rigging systems formed of other materials (e.g., twisted steel cable and solid metal bars) for sailboats have been largely designed and built to the general arrangement commonly known in the sailing industry as “discontinuous rigging”. Discontinuous rigging is defined as a standing rigging system supporting a sailboat mast or other similar structure that is made up of a number of discrete tension members. The number of discrete tension member elements in part depends on the number of stabilization strut members (typically called “spreaders” in the yachting field of application) required to support and hold the sailboat mast upright and generally straight. In a discontinuous sailboat mast and rigging assembly, each tensioning member, between any two attachment points, such as the deck, the mast and from spreader to spreader are discrete tensioning member elements with a terminal or end fitting at each end. Consequently, the number of terminal fittings and/or attachment point hardware elements (generally formed of metal) in the overall arrangement is high if there are multiple struts or spreaders required to adequately support the mast along its length. Thus, there is an attendant weight penalty for the large number of metallic terminal fittings in a discontinuous rigging configuration even though lightweight fiber composite tensioning members may be used. Additionally, the terminal fittings are necessarily large in size to accommodate the attachment scheme for connecting the discrete tension member to the mast, spreaders and each other, thereby increasing the wind drag of the entire system.
A typical discontinuous sailboat standing rigging configuration will have both vertical shroud tension members and diagonal shroud tension members. The vertical shroud members more or less extend in a vertical orientation and connect between the port and starboard sides of the deck area and the free ends of the spreaders. The uppermost extending vertical shroud member terminates as a cap shroud near the top of the mast. The diagonal shroud tension members extend from the deck area to the root end of the lowest spreader on the mast, and from ends of the spreader to the mast near the next spreader going up the mast. Consequently, there are numerous directional or angular changes along the length of the tension member general arrangement because the diagonal shroud tension members are necessary to hold the mast straight and because the spreaders are generally not of equal length.
In contrast with a discontinuous rigging system, any continuous rigging system will have numerous bends (directional or angular changes from a straight tension member line at every strut or spreader) along the length of the continuous tension members. These bends become potential areas of weakness in the tension member (e.g., twisted wire rope or a fiber composite tension member) unless the tension member can be tailored to have equal strain in operation across the tension member cross-section at any given point along its length. The weak points are created because the tension member does not have equivalent stress/strain capability across its full cross section in the area of the bend when under tension if the tension member is not made to the required shape including directional or angular changes. A tension member made in the straight form and bent into the required configuration necessary to create a continuous rigging system will have inherent weak points at every bend because the tension member material on the inside of the bend radius at every spreader will not have the same tensile stress capability as the outside radius at the bend in use. The typical point of failure will be at the outside radius of the bend where under a tensile load, the outer portion of the tension member has more strain than the inside of the bend portion and therefore can be overloaded beyond the tensile strength properties of the tension member material.
The ability to design and build truly lightweight and efficient rigging using the principles of continuous rigging versus discontinuous rigging for sailboats and other applications using metallic wire rope and/or metallic rods is currently limited. For example, it is possible to use a single metallic wire rope or metallic rod as a vertical shroud tension member for a conventional multiple spreader sailboat mast. In this example, the metallic tensioning member would be attached at deck level and could pass around various spreaders. In this example, no fittings are used at the various spreaders as would be typical for a discontinuous rig. The metallic rod would be bent around the various spreader ends along its length. There is some loss of strength where the metallic rod is bent but the yield properties of metal make this approach somewhat feasible. However, to date, there is no known way to taper the metallic rod tension member along its length thereby reducing weight aloft as the respective forces diminish. Furthermore, there is no known method to split the metallic rod or wire rope off to make other tension member elements creating necessary diagonal shroud members without additional tension member end fittings terminals. Thus, there is an incumbent weight and windage penalty. For this reason, discontinuous rigs have been the dominant practice for both metal and fiber composite rigging. It is possible to have multiple metallic tension members at various lengths (all anchored at deck level) and taper off the diameters of these tension members over the length of the mast (some members acting as diagonals) but this still is an inefficient design in terms of weight, complexity and windage. A continuous fiber composite rigging system would be a significant advancement in terms of optimized strength where required, limited stretch, and overall weight and windage reduction.
Accordingly, if the number of metallic terminals for the overall sailboat standing rigging system is significantly reduced, the result will be less weight, fewer parts, reduced wind resistance and improved strength characteristics.
There accordingly remains a need for improved sailboat rigging having a configuration specifically utilizing fiber composite materials, fewer metallic terminals, and a reduced profile.
The invention is directed to “continuous rigging” configurations designed and constructed using preferably lightweight fiber composite tensioning member technology, with a reduced number of terminal fittings compared to conventional discontinuous rigging configuration of the prior art.
The continuous fiber composite rigging system will be tapered (reduced in cross section) in stages as it progresses up the mast height, further reducing weight aloft. This is desirable since the forces on the rigging are less at the top of the mast compared to the lower along the length of the mast. A further benefit is a cost reduction because of the elimination of many metallic terminal fittings necessary with conventional discontinuous rigging systems.
By manufacturing fiber composite tension members with equal tension and uniform stress capability on the fiber elements (even though the length is not the same for all fiber elements), a continuous rigging system can be built with numerous bends along the length of the tension members without significant loss in strength and with greater fatigue resistance. By this approach the strain on the various fiber elements is uniform in operation, thereby optimizing the strength of the rigging system.
The standing rigging system of the invention is collectively made of fiber composite tensioning member elements of various lengths and including all necessary spreader bend angles such that the fiber elements are continuous along the length of the mast and do not have terminal fittings at each spreader as in discontinuous rigging designs.
All fiber composite tension member elements making up this tensioning member system are equally tensioned and/or manufactured to the ideal path and length such that the fiber elements have equal stress/strain capability thereby optimizing the strength and performance of the continuous rigging system.
The standing rigging system is made up of bundles of fiber composite tensioning member elements in which a percentage of the total number of fiber composite elements do not go from the deck to the top of the mast, but branch off after passing through one or more spreader end fittings and attach to the mast at an intermediate point to also create a diagonal mast supporting tensioning member. The purpose of the diagonal tensioning members is to keep the mast straight along its height (or length). The purpose of the outer shroud and cap shroud tension member is to hold the mast upright and keep the mast straight sideways. The splitting off of fiber composite elements along the length of the mast further reduces weight and windage and tapers the rigging system in steps out over the length of the mast so that material (and weight) is not provided except where necessary.
The continuous fiber composite elements can be equally tensioned during manufacture of the shrouds in the desired path (for diagonal and outer shroud elements) such that the fiber composite elements equally share the load during use. Equally tensioning or properly defining the ideal path length for the various fiber elements can be accomplished in several ways. First, the fiber elements can be equally tensioned when the lower (deck level) terminating fitting is fixed to the collective bundle of fibers. Second, the fiber composite elements can be laid out in their actual system configuration of diagonal and vertical components such that the actual shape and path length for every fiber element is optimized for strength and uniform loading. This can be accomplished either by hand or by manufacturing tooling and/or machinery wherein the fiber elements are individually shaped to create diagonal or vertical shrouds. To be avoided is the manufacture of fiber composite elements in the straight form and then bending them where required to create the continuous rigging configuration because some fibers will be slackened by the bend thereby reducing the strength and performance of the rigging system. The preferred method of manufacture is to lay out the fiber composite elements in the desired general configuration including all bends and then equally tension all fiber composite elements when connecting the various terminating fittings of the rigging system.
A spreader end fitting is configured to allow the fiber composite elements to pass through the fitting without requiring a plurality of termination fittings to be attached to a tipcup, as would be the case in a discontinuous rigging configuration. For example, the spreader end fitting is preferably held in position relative to the composite tensioning member rods with a polymer, such as epoxy adhesive, other thermoset polymers or rubber material injected into the tubular spreader end fitting. The polymer injected into the spreader fitting can be selected to provide the ideal modulus of elasticity for optimal load sharing of the various fiber composite elements. The tubular spreader fitting is attached to the end of the spreader, for example with a metallic strap or cap fitting held in place with fasteners, or seized to the spreader with seizing wire or fiber lashing. Various designs of spreader end fittings are possible provided such fittings clamp and/or hold the advanced composite fiber or rod elements such that they do not adversely slide relative to each other when tensioned or under a tension load and hold the strut or spreader in the desired position.
The same spreader end fitting described above can comprise a “Y” branch metallic or composite tube that allows a percentage of the fiber composite tensioning member elements to be re-directed at the necessary angular deflection to become a diagonal shroud tensioning member. The various branches of the “Y” tube do not need to be of equal length and can be tailored to suit the strength requirements of the rigging support system.
The fiber composite elements that make up a continuous standing rigging tensioning member system can be bundled into a single bundle, either of round, airfoil or other cross sectional shape, and then split off into separate bundles, or can be grouped into separate bundles for the separate diagonal and vertical shroud members. In the first case, all diagonal and vertical fiber composite elements are bundled together into a desired cross-section, such as a generally circular cross-section bundle at deck level and branch out over the height of the mast. Groups of fiber composite elements are divided off from the main bundle) as necessary progressing up the height of the mast to create the necessary vertical and diagonal rigging tensioning members. In the alternate case, the vertical shroud fiber composite elements can be bundled into one rigging tension member and the various diagonal shroud fiber composite elements can be bundled into separate bundles, with all of the separate bundles being grouped together. The single circular cross section bundle, as described in the first case, has the lowest wind friction drag at all apparent wind angles for conventional mono-hull sailboats. The multiple bundle design can be assembled to have less frontal area and therefore would be expected to have lower drag for high-speed catamarans or ice boats or land yachts where the apparent wind angle is most generally aligned with the path of the vessel and the lowest frontal area is desired.
The continuous fiber composite tensioning member system as described in this disclosure can be made from a variety of advanced composite materials. High strength and high modulus fibers such as carbon fiber, PBO fiber, various aramid fibers along with polymer coatings or as pultruded composite elements made with polymer resins are suitable for this continuous rigging design. Bare fiber, coated fiber materials and pultruded composite materials can be used so long as an effective termination is made to attach the fibers to the required end points. Various fiber terminations are suitable with the continuous rigging system design including friction fittings, continuous loop thimbles and cast compression cone fittings. If desired, the fiber elements can also be made from a non-conductive dielectric material such as fiberglass or high modulus/high strength polyethylene with or without a polymer sizing, polymer coating or polymer matrix.
The fiber composite continuous rigging system described here within can be manufactured either directly on a sailboat mast or structure to be supported or manufactured on tooling that replicates the geometry of the diagonals and verticals so long as the fiber path length at every bend point is prescribed and the fibers are evenly tensioned at the desired length.
Turning now to
The typical discontinuous rigging system shown and described with reference to
The details of dashed circle sections 2, 5 and 9 are shown as with regards to
A lowermost terminal end portion of a first tier vertical section 70A of the continuous composite rigging harness 66 is connected to some structure (e.g., a mounting base 36, such as shown in
Although the term “vertically” and “diagonally” are used herein, the continuous composite rigging may be oriented in other directions relative to the sailboat, and what is important is that there are various sections of the harness, including some that branch out at an angle from other sections, and that at their branching points, and points where turns occur, that the strength is not compromised.
Turning now to
As noted above, in lieu of bundling all of the elongated strength elements together into a single bundle and dividing out groups of bundles (e.g., into diagonal and vertical shroud portions), the number of individual strength elements that will form each of the diagonal or vertical shroud sections in the continuous composite rigging harness can be individually bundled, and then in turn bundled together with other bundled sections. In other words, the section of the continuous composite rigging harness 66, in the region 70A, will comprise bundles of individual strength elements that will make up the vertical shroud sections 70B, 70C and 70D, and diagonal shroud sections 74B and 74C, while the section of the continuous composite rigging harness 66, in the region 70B will comprise bundles of individual vertical shroud sections 70C and 70D end diagonal shroud section 74C.
In
In order to assure that each individual composite fiber carries an approximately equal load, during the manufacture of the continuous composite rigging harness 66, the different shroud sections are preferably laid out along the same path that they will follow as when they are installed on a sailboat. As will be discussed further below, terminating ends of the individual sections of shrouds will be attached such that approximately equal tension will be borne by each composite rod section. This can be accomplished, for example, in the same manner as described with reference to the inventor's co-pending U.S. application Ser. No. 10/197,947 filed on Jul. 16, 2002, namely, by placing the continuous composite rigging harness 66, including its turns and passes through the branching tube structure, on a jig that follows the turn and contours that the continuous composite rigging harness 66 will ultimately take, and pretensioning each of the individual composite fiber rods when attaching the end fittings thereto so that when the continuous composite rigging harness 66 is deployed and installed on a sailboat, the composite fiber rods that make up the harness will be equally tensioned and thus available to equally handle stress. Uneven tensioning of the rods or fiber elements will result in premature failure because only a portion of the strength elements are loaded. Overwrapping of the shroud sections of the harness, e.g., with a strong thread or tape, follows in order to stabilize the harness. A protective fiber braid, polymer or neoprene over-wrap is then applied over the rod bundles.
Other designs can be used for the termination fittings, including but not limited to friction fittings, continuous loop thimbles, and the like, and the inventor contemplates that different kids of termination fittings can be utilized in the invention.
Furthermore, although the continuous composite rigging described above has been written up with particular regards to rigging for sailboats, the same or similar continuous composite arrangement of strength elements can be used in other applications where weight-savings, use of few component parts, and/or reduction in wind resistance is a desirable feature such as transportable erectable towers etc.
Having thus described exemplary embodiments of the present invention, it should be understood by those skilled in the art that the above disclosures are exemplary only and that various other alternatives, adaptations and modifications may be made within the scope of the present invention. The presently disclosed embodiments are to be considered in all respects as illustrative and not restrictive.
Number | Name | Date | Kind |
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20040154516 | Thomas | Aug 2004 | A1 |
20060120672 | Cody et al. | Jun 2006 | A1 |
Number | Date | Country | |
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20070295256 A1 | Dec 2007 | US |