Method to form a rail joint, and a rail joint
The invention relates to a method to form a rail joint, in which staggerings ( 6, 7 ) corresponding to each other are made in joinable solid-profile rail ends ( 4, 5 ) of parts ( 2, 3 ) of a rail ( 1 ) so that when a completed rail joint is viewed from above the rail heads bond; both rail ends are secured to a corresponding mounting; the rail ends secured to the mountings are brought against each other whereby said bonding is established; and the mountings that are against each other are secured to one another. The staggerings ( 6, 7 ) are made in such a manner that the lower edges ( 4 a, 5 a ) of the rail ends ( 4, 5 ) are left substantially unstaggered whereby the staggerings extend from these lower edges towards the top surfaces or the rail ends; and the rail ends ( 4, 5 ) are welded by their lower edges ( 4 a, 5 a ) at their entire width to their mountings ( 8, 9 ). The invention also relates to a rail joint made by this method.
1. A method to form a rail joint, said method comprising the steps of:
making staggerings corresponding to each other in joinable solid-profile rail ends of parts of a rail in such a manner that when a completed rail joint is seen from above the rail ends bond;
securing both rail ends to corresponding mountings;
bringing the rail ends secured to the mountings against each other, whereby said bonding is established; and
securing the mountings opposite each other to each other,
wherein the staggerings are made in such a manner that the lower edges of the rail ends are substantially left unstaggered, whereby the staggerings extend from these substantially unstaggered lower edges of the rail ends towards the top surfaces or the rail ends, and
wherein the rail ends are welded by their lower edges at their full width to their mountings.
2. The method as claimed in claim 1 , wherein the staggerings are formed substantially rectangular so that the staggering of both rail ends comprises a wall substantially longitudinal to the rail and, connected to it, front walls substantially perpendicular to the sides of the rail.
3. The method as claimed in claim 2 , wherein all the walls of the staggering are made as flat walls.
4. The method as claimed in claim 2 , wherein the front walls of both rail ends form equal angles in relation to the transversal vertical plane of the rail.
5. The method as claimed in claim 1 , wherein the lower edges of the rail ends and the corresponding front edges of the mountings are positioned in the same vertical plane for welding.
6. The method as claimed in claim 1 , wherein the rail joint is established in the rail of the main support of a crane.
7. A rail joint comprising:
staggerings corresponding to each other in joinable solid-profile rail ends of parts of a rail, formed in such a manner that when a completed rail joint is seen from above the rail ends bond; and
whereby both rail ends are secured to corresponding mountings which are joined together, wherein the lower edges of the rail ends are substantially unstaggered, whereby the staggerings extend from these substantially unstaggered lower edges of the rail ends towards the top surfaces or the rail ends, and
wherein the rail ends are welded by their lower edges at their full width to their mountings.
8. The rail joint as claimed in claim 7 , wherein the staggerings are formed substantially rectangular so that the staggering of both rail ends comprises a wall substantially longitudinal to the rail and, connected to it, front walls substantially perpendicular to the sides of the rail.
9. The rail joint as claimed in claim 8 , wherein all the walls of the staggering are flat.
10. The rail joint as claimed in claim 8 , wherein the front walls of both rail ends form equal angles in relation to the transversal vertical plane of the rail.
11. The rail joint as claimed in claim 7 , wherein the lower edges of the rail ends and the corresponding end edges of the mountings are positioned in the same vertical plane.
12. The rail joint as claimed in claim 7 , wherein the rail joint is established in the rail of the main support of a crane.