Load transfer assembly
First Claim
1. Apparatus for use in the construction of concrete pavement of predetermined thickness laid without stationary forms by a paving machine to transfer load lengthwise of said pavement across a predetermined vertical plane defined by the adjacent ends of two sections of said pavement laid at different times while providing for relative lengthwise movement of said pavement sections in use, comprising:
- (a) a plurality of elongated coupling members each having a socket at the front end thereof,(b) each of said coupling members having a straight cylindrical dowel releasably secured in said socket therein and projecting therefrom,(c) means for attaching said coupling members together in spaced parallel relation with said front ends thereof defining a common vertical plane,(d) means to be embedded in the first of said sections to be laid for supporting said attached coupling members on a roadbed with said coupling members and dowels defining a substantially horizontal plane aligned with a vertically intermediate location in said pavement and with said vertical plane defined by said coupling member ends extending substantially parallel with and in spaced relation with said predetermined vertical plane such that a portion of each of said dowels extends through said predetermined vertical plane,(e) said supporting means being constructed and arranged to stand on said roadbed in spaced relation with said predetermined vertical plane and to support said dowels projecting therefrom in cantilevered fashion through said plane, and(f) said dowels being of a material susceptible to being readily cut off by a saw capable of cutting concrete whereby upon saw cutting said pavement along said predetermined vertical plane, the cut ends of said dowels will be exposed in the end of the resulting pavement section for removal from said coupling members and replacement thereof in said sockets by straight cylindrical dowels projecting from said pavement section for embedding in the next pavement section to be laid.
3 Assignments
0 Petitions
Accused Products
Abstract
In the construction of concrete pavement on a roadbed by a continuous concrete paving machine, the end of a section of the pavement is finished off by setting on the roadbed an assembly comprising a plurality of elongated coupling members connected together in spaced parallel relation, with each of these coupling members having releasably secured therein a dowel of a hard plastic material which projects downstream from the associated coupling member. After this assembly has been embedded in freshly laid payment and the paving operation is terminated, the new pavement is saw cut along a vertical plane intersecting the plastic dowels, and the concrete containing the cut off dowel portions is removed. The dowel stubs in the resulting end face of the pavement are than removed and replaced by steel dowels which project beyond the end face of the pavement section for embedding in the next section of pavement to be laid in order to serve as load transfer means between the two pavement sections.
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Citations
11 Claims
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1. Apparatus for use in the construction of concrete pavement of predetermined thickness laid without stationary forms by a paving machine to transfer load lengthwise of said pavement across a predetermined vertical plane defined by the adjacent ends of two sections of said pavement laid at different times while providing for relative lengthwise movement of said pavement sections in use, comprising:
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(a) a plurality of elongated coupling members each having a socket at the front end thereof, (b) each of said coupling members having a straight cylindrical dowel releasably secured in said socket therein and projecting therefrom, (c) means for attaching said coupling members together in spaced parallel relation with said front ends thereof defining a common vertical plane, (d) means to be embedded in the first of said sections to be laid for supporting said attached coupling members on a roadbed with said coupling members and dowels defining a substantially horizontal plane aligned with a vertically intermediate location in said pavement and with said vertical plane defined by said coupling member ends extending substantially parallel with and in spaced relation with said predetermined vertical plane such that a portion of each of said dowels extends through said predetermined vertical plane, (e) said supporting means being constructed and arranged to stand on said roadbed in spaced relation with said predetermined vertical plane and to support said dowels projecting therefrom in cantilevered fashion through said plane, and (f) said dowels being of a material susceptible to being readily cut off by a saw capable of cutting concrete whereby upon saw cutting said pavement along said predetermined vertical plane, the cut ends of said dowels will be exposed in the end of the resulting pavement section for removal from said coupling members and replacement thereof in said sockets by straight cylindrical dowels projecting from said pavement section for embedding in the next pavement section to be laid. - View Dependent Claims (2, 3, 4, 5, 6, 7, 8)
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9. In a method of finishing the end of a section of concrete pavement of predetermined thickness and length laid without stationary forms on a roadbed by a paving machine to provide for the transfer of load lengthwise of said pavement across a vertical plane defined by the ends of said section and of the adjacent subsequently laid section while providing for relative lengthwise movement of said pavement sections in use, the steps of:
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(a) establishing the location on said roadbed of said predetermined vertical plane, (b) setting on said roadbed in advance of said paving machine an assembly comprising a plurality of elongated coupling members connected together in spaced parallel relation and each having a socket at the front end thereof having releasably secured therein a straight cylindrical dowel of a material susceptible to being readily cut off by a saw capable of cutting concrete, said assembly also including means for supporting said coupling members and dowels in cantilevered fashion in parallel relation with the length of said pavement and in substantially horizontal alignment with a vertically intermediate location in said pavement, (c) establishing said assembly in such position on said roadbed that said coupling members and a portion of each of said dowels are on the side of said predetermined vertical plane facing said pavement section while the outer end portion of each of said dowels projects beyond said plane, (d) continuing the laying of concrete on said roadbed until said assembly is entirely embedded in concrete of said predetermined thickness on both sides of said predetermined vertical plane, (e) after said concrete has partially set, saw cutting said pavement along said vertical plane to cut off so much of said concrete and of each said dowel as extends beyond said plane, (f) clearing the resulting scrap concrete and dowel pieces from the area adjacent said vertical plane to expose the end of said section and the cut ends of said dowels, (g) removing the remaining portions of said dowels from said coupling members, and (h) securing in each of the resulting empty sockets a metal straight cylindrical dowel of sufficient length to project beyond said vertical plane for embedding in the next section of pavement to be laid on said roadbed. - View Dependent Claims (10, 11)
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Specification