Patent Application
20090202316
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1. Field of the Invention
The present invention refers to a shear and draw bolt which, being of adjustable diameter, may fit tightly into holes of the parts to be joined, thus reducing the number and/or diameter of the coupling elements. Use of the bolts of the invention successfully decreases the weight of joints and, thereby, that of the structures of which they form part. Another advantage is that the machining jobs are fewer (fewer drill holes) with the consequent economic saving and greater ease of assembly, so that the time of this is shortened and its cost lowered.
Its application is indicated in any joint, both of structures and of machine components, replacing to advantage in general terms, bolts, screws, rivets, clinches, pins, and so on, due to the fact that they are not only under shearing stress but also in tension.
2. Description of Related Art Including Information Disclosed Under 37 CFR 1.97 and 37 CFR 1.98.
To date, joints have been made with screws, clinches, rivets, pins, and so forth, which have to absorb the stresses generated in them. These are:
Depending on the applications, the materials and their dimensions, as well as on the magnitude of the stresses that the joint has to withstand, these stresses are resolved by means of one or more of the above-mentioned types of mechanical elements.
The joint is usually designed with a ratio between the diameter of the bolts and the thickness of the plates, such that the bolts needed may be approximately the same in accordance with the hypothesis that failure of the joint may occur because of crushing or shear.
If the shear stresses are very high and if screws or clinches are chosen, then a large number of these screws will have to be installed or large-sized screws will be fitted with the resultant difficulty of clinching or the application of high torques so that the screws are left in tension. At present, a solution to this problem is the combined installation of screws and pins. The pins may be fitted by deformation (milled) or by pressure (spring), and the screws are fitted by applying a torque.
If the pins are smaller in diameter than the holes, in order to make the calculations, it has to be taken into account that the admissible thrust or crushing stresses are lower as the hole is not completely filled. In screws, these admissible stresses are even lower as the difference between the hole and the screw is usually larger than in the solution with pins. In the event of shear failure, the existence of clearance may lead to unwanted events, such as the flexing of the joint. This leads to the choice of lower calculation values for joints with clearance.
Thus, the admissible shear stress will be:
ζadm=βσi
where σi is the strength of the steel and values of 0.80 are usually accepted for β in tight fitting bolts and 0.65 for bolts with a clearance of 1 mm.
The admissible compression stress will be:
σo adm=ασu
where σu is the strength for the plate and values of 2 are usually accepted for bolts with clearance and 2.5 for bolts with no clearance (calibrated).
From the foregoing, the obvious interest in using pins or bolts with no clearance is deduced. However, the fitting of conventional pins by deformation or elasticity calls for considerable forces to be applied, so that this option is usually discarded due to the difficulty of fitting and removal of these in normal conditions, as the jigs and tools required for this operation are extremely complex and require a high level of skill on the part of operators. Similarly, these fitting and removal operations entail a risk for the operators who perform them. The solution occasionally used of fitting screws with sufficient preload to absorb the shear loads by way of the friction coefficient of the steels employed in the joint introduces some uncertainty as to the performance of the joint over time.
An aim of the present invention is to make bolts available which, while in pure shear stress, can be used as spring pins, susceptible to be fitted and removed easily and repeatedly.
The other aim of the present invention is to make bolts available which, while in shear stress, can also be used as draw bolts.
The solution proposed consists of using a tapered male bolt that presents a frustoconical surface and a tapered female bushing, provided with axial slots open alternately on each side of the bushing and whose lower frustoconical surface area adapts to that of the tapered male bolt. Finally, the use of coupling means enables the male bolt to be inserted into the female bushing, bringing about an expansion in the latter's outside diameter.
The above-mentioned coupling means may vary considerably depending on the design specifications of the joint, and they may consist of nuts, screws, preformed hexagonal heads, etc.
In addition, means may be provided for retaining the axial movements of the tapered female bushing, so this may incorporate a perimeter flange or else it may be fitted with a step by way of a stop in the hole of the parts to be joined.
The bolt of the invention may also be provided with pulling means that enable it to act as a draw bolt, pressing the parts to be joined against one another.
The advantages of the bolt of the invention stem from the fact that its use in shearing joints and in joints subject to high shear stress may dispense with the fitting of draw bolts, besides ensuring that in those in which they are used only the other stresses have to be absorbed, with the reduction of the number of these and of their dies. The joints lighter are made lighter, facilitating installation, as the holes are smaller and the bolt tightening torques lower too. Lastly, the cost and time saving that they bring are taken into account, as fewer holes have to be made at each joint.
To supplement the foregoing description and in order to assist in a clearer understanding of the features of the invention, a detailed description will be provided of a preferred embodiment on the basis of a set of drawings appended to this report, wherein for purely informative and non-restrictive purposes the following are presented.
In the above figures, the numerical references refer to the following parts and elements:
As may be seen in
In a second version, at its cylindrical end, the tapered male bolt (1) presents an inner hexagonal head (10) and its threaded end (6) engages in a threaded housing (11) presented by one of the parts to be joined (9). In this way, when the tapered male bolt (1) is turned with a spanner, the tapered female bushing (2) is expanded as it is prevented from moving along the parts to be joined (9) by a stop (12). Unlike what happened in the previous execution, in this version there is a relative rotary movement between the tapered male bolt (1) and the tapered female bushing (2), but in compensation the nut (4) disappears from the outside of the coupling. See
In a third version, the stop (12) is dispensed with and it is replaced by means for retaining the tapered female bushing (2), which, in this case, presents a flange (13) that engages with a bevel on the respective part to be joined (9).
In this arrangement a tightening takes place between the parts to be joined (9), forming a combination of shear pin and draw bolt. Note that the tensile stress is related in a fixed manner to the expansion stress, as there is only one nut (4) making up the coupling means. See
In a fourth version, the outer threading (6) is replaced by an inner threading (14) at the cylindrical end (7) of the tapered bolt (1). The coupling means are composed of a screw (15), which engages in the inner threading (14) and rests on the tapered female bushing (2) by way of a washer (5). In this arrangement, pure expansion of the outside diameter of the tapered female bushing (2) takes place, and there is no relative rotation between this and the tapered male bolt (1). Tightening between the parts to be joined (9) does not take place either. See
In a fifth version, the basic arrangement of the first version is taken up again but, for the purpose of adding a tightening stress between the parts to be joined (9), a screw (15) is provided that applies pressure by way of a washer (5) and engages in an inner threading (14) presented by the cylindrical end of the tapered male bolt (1). In this way, the pulling screw effect is separated from the shear pin effect, as there are two different adjusting elements: the nut (4) and the screw (15).
As explained above, the bolt of the invention is designed for any simple or combined shear application or joints with a high shearing stress. It may also be used as an insertable and removable spring pin. The different designs described are defined in their sizing by the specific application and their mechanical stresses. They may also be designed and sized by standardizing dimensions and loads to be borne for specific applications, as their use is universal.
They may have an application either in movement transmissions or static applications, such as those that are listed by way of example below:
The tapered female bushing may be designed in accordance with the application and calculations, always with a view to its anchorage in the joint and its best deformation.
The bolt is also designed in accordance with the application and the calculations of this and with a view to optimum performance and ease of fitting, with different design options (knurling, milling, etc.)
The tips may be finished with different threads, different kinds of head (hexagonal, Allen, socket, slotted, etc.) according to international nut and bolt standards options and their applications.
The materials to be used shall always be those that assure the mechanical response to the demands of the joint. These materials may have different heat treatments, hardnesses, surface, anticorrosion, lubricant, self-locking, etc. treatments.
The dimensions and shapes of the bolt will depend on the joint calculations and designs.
| Number | Date | Country | Kind |
|---|---|---|---|
| U200600684 | Mar 2006 | ES | national |
| Filing Document | Filing Date | Country | Kind | 371c Date |
|---|---|---|---|---|
| PCT/ES2007/000119 | 3/7/2007 | WO | 00 | 9/24/2008 |
