Composite railroad ties and methods of production and uses thereof
The invention provides novel railroad ties manufactured from novel composite materials that possess excellent physical and performance characteristics matching or exceeding existing concrete RRTs. The RRTs of the invention can be readily produced from widely available, low cost raw materials by a process suitable for large-scale production with improved energy consumption and more desirable carbon footprint and minimal environmental impact.
1. A railroad tie having an elongated tie body prepared from a composite material comprising:
a plurality of bonding elements, wherein each bonding element comprises: a core comprising primarily calcium silicate, a silica-rich first or inner layer, and a calcium carbonate-rich second or outer layer; and
filler particles comprising coarse filler particles and/or fine filler particles, wherein the plurality of bonding elements and the plurality of filler particles together form one or more bonding matrices and the bonding elements and the filler particles are substantially evenly dispersed therein and bonded together,
wherein
the composite material is characterized by a density from about 1900 kg/m 3 to 2800 kg/m 3 , a compressive strength from about 40 MPa to about 100 MPa, and a flexural strength from about 4 MPa to about 10 MPa,
the railroad tie is characterized by an improved abrasion resistance over conventional concrete railroad ties and an abrasion index greater than 350 min/inch,
the elongated tie body has one or more longitudinally disposed ducts wherein one or more reinforcement steel bars are placed respectively, and
the steel reinforcement bars interface with the tie body via a protective coating of epoxy or zinc on the steel reinforcement bars.
2. A railroad tie having an elongated tie body prepared from a composite material comprising:
a plurality of bonding elements, wherein each bonding element comprises: a core comprising primarily calcium silicate, a silica-rich first or inner layer, and a calcium carbonate-rich second or outer layer; and
filler particles comprising coarse filler particles and/or fine filler particles, wherein the plurality of bonding elements and the plurality of filler particles together form one or more bonding matrices and the bonding elements and the filler particles are substantially evenly dispersed therein and bonded together,
wherein
the composite material is characterized by a density from about 1900 kg/m 3 to 2800 kg/m 3 , a compressive strength from about 40 MPa to about 100 MPa, and a flexural strength from about 4 MPa to about 10 MPa,
the railroad tie is characterized by an improved abrasion resistance over conventional concrete railroad ties and an abrasion index greater than 350 min/inch,
the elongated tie body has one or more longitudinally disposed ducts wherein one or more reinforcement steel bars are placed respectively, and
the railroad tie is pre-stressed.
3. A railroad tie having an elongated tie body prepared from a composite material comprising:
a plurality of bonding elements, wherein each bonding element comprises: a core comprising primarily calcium silicate, a silica-rich first or inner layer, and a calcium carbonate-rich second or outer layer; and
filler particles comprising coarse filler particles and/or fine filler particles, wherein the plurality of bonding elements and the plurality of filler particles together form one or more bonding matrices and the bonding elements and the filler particles are substantially evenly dispersed therein and bonded together,
wherein
the composite material is characterized by a density from about 1900 kg/m 3 to 2800 kg/m 3 , a compressive strength from about 40 MPa to about 100 MPa, and a flexural strength from about 4 MPa to about 10 MPa,
the railroad tie is characterized by an improved abrasion resistance over conventional concrete railroad ties and an abrasion index greater than 350 min/inch,
the elongated tie body has one or more longitudinally disposed ducts wherein one or more reinforcement steel bars are placed respectively, and
the railroad tie is post-tensioned.