System and method for making polymer concrete
Resin-based structures for use in corrosive environments. The resin-based structures may include a mixture of resin and aggregate. The resin-based structures may be formed in a mold by placing aggregate and resin into the mold. The resin-based structures may have thin wall design with high compression and tension strength.
1. A manhole apparatus having a wastewater inlet and a wastewater outlet configured and adapted to be connected to a municipal wastewater system, the manhole apparatus comprising:
a base portion having an upper surface that includes a fluid trough extending between the wastewater inlet and the wastewater outlet;
a top portion defining a worker access opening; and
a riser portion interposed between the base portion and the top portion, the riser portion having a sidewall that defines a circular passageway having an inner diameter;
wherein a thickness of the sidewall of the riser portion is less than 1/12th of the inner diameter of the circular passageway and the sidewall is adapted to bear at least 10,000 psi in compression and at least 2,000 psi in tension, without failure;
wherein the sidewall comprises a polymer concrete material including: a polymer resin and an aggregate mixture having only a coarse aggregate and a fine aggregate;
wherein the inner diameter of the circular passageway is at least 48 inches; and
wherein a thickness of the sidewall is between one inch and three inches.
2. The manhole apparatus of claim 1 , wherein the sidewall is formed from a non-corrosive material.
3. The manhole apparatus of claim 1 , wherein the sidewall is characterized by an absence of cement.
4. The manhole apparatus of claim 1 , wherein the polymer resin comprises between 5% and 35% of the polymer resin and aggregate mixture.
5. The manhole apparatus of claim 4 , wherein the polymer resin comprises between 7% and 27% of the polymer resin and aggregate mixture.
6. The manhole apparatus of claim 5 , wherein the polymer resin comprises between 10% and 17% of the polymer resin and aggregate mixture.
7. The manhole apparatus of claim 1 , wherein the coarse aggregate comprises one of 30%, 30% to 60%, and 45% to 55% of the aggregate in the polymer resin and aggregate mixture.
8. The manhole apparatus of claim 1 , wherein the fine aggregate comprises one of 30%, 30% to 60%, and 45% to 55% of the aggregate in the polymer resin and aggregate mixture.
9. The manhole apparatus of claim 1 , wherein the fine aggregate comprises a fine sift sand.
10. The manhole apparatus of claim 1 , wherein the aggregate in the polymer resin and aggregate mixture comprises one or more of a pure cast resin, a crushed glass resin, fiberglass, a composite material, plastic, and an inorganic material.
11. The manhole apparatus of claim 1 , wherein a thickness of the sidewall is about two inches.
12. The manhole apparatus of claim 1 , wherein a height of the riser portion is greater than 4 feet.
13. The manhole apparatus of claim 1 , wherein the base portion is separated from the riser portion by a joint.
14. The manhole apparatus of claim 13 , where the riser portion is separated from the top portion by a joint.
15. The manhole apparatus of claim 1 , wherein the top portion comprises a cone.
16. The manhole apparatus of claim 15 , wherein the top portion further comprises a grade ring.
17. The manhole apparatus of claim 1 , wherein at least one of the course aggregate and the fine aggregate is composed of rocks.
18. The manhole apparatus of claim 1 , wherein at least one of the course aggregate and the fine aggregate is composed of sand.
19. A manhole apparatus having a wastewater inlet and a wastewater outlet configured and adapted to be connected to a municipal wastewater system, the manhole apparatus comprising:
a base portion having an upper surface that includes a fluid trough extending between the wastewater inlet and the wastewater outlet;
a top portion defining a worker access opening;
a riser portion interposed between the base portion and the top portion, the riser portion having a sidewall that defines a circular passageway having an inner diameter;
wherein a thickness of the sidewall of the riser portion is less than 1/12th of the diameter of the circular passageway;
wherein the sidewall is adapted to bear at least 10,000 psi in compression without failure;
wherein the sidewall is adapted to bear at least 2,000 psi in tension without failure;
wherein the sidewall is formed from a non-corrosive material;
wherein the sidewall is characterized by an absence of cement;
wherein the diameter of the circular passageway is at least 48 inches;
wherein the sidewall, having a volume, comprises a polymer concrete material including: a polymer resin and an aggregate mixture having only a coarse aggregate and a fine aggregate, wherein the coarse aggregate comprises 45-55% of the volume of the sidewall and the fine aggregate comprises 45-55% of the volume of the sidewall;
wherein the fine aggregate comprises a fine sift sand;
wherein the aggregate in the polymer resin and aggregate mixture comprises one or more of a pure cast resin, a crushed glass resin, fiberglass, a composite material, plastic, and an inorganic material;
wherein a thickness of the sidewall is between one inch and three inches;
wherein the base portion is separated from the riser portion by a joint;
wherein the riser portion is separated from the top portion by a joint;
wherein the top portion comprises a cone;
wherein the top portion further comprises a grade ring.
20. A manhole apparatus having a wastewater inlet and a wastewater outlet configured and adapted to be connected to a municipal wastewater system, the manhole apparatus comprising:
a base portion having an upper surface that includes a fluid trough extending between the wastewater inlet and the wastewater outlet;
a top portion defining a worker access opening; and
a riser portion interposed between the base portion and the top portion, the riser portion having a sidewall that defines a circular passageway having an inner diameter;
wherein a thickness of the sidewall of the riser portion is less than 1/12th of the inner diameter of the circular passageway and the sidewall is adapted to bear at least 10,000 psi in compression and at least 2,000 psi in tension, without failure;
wherein the sidewall, having a volume, comprises a polymer concrete material including: a polymer resin and an aggregate mixture having a coarse aggregate and a fine aggregate, wherein the coarse aggregate comprises 45-55% of the volume of the sidewall and the fine aggregate comprises 45-55% of the volume of the sidewall;
wherein the inner diameter of the circular passageway is at least 48 inches; and
wherein a thickness of the sidewall is between one inch and three inches.
21. A manhole apparatus having a wastewater inlet and a wastewater outlet configured and adapted to be connected to a municipal wastewater system, the manhole apparatus comprising:
a base portion having an upper surface that includes a fluid trough extending between the wastewater inlet and the wastewater outlet;
a top portion defining a worker access opening; and
a riser portion interposed between the base portion and the top portion, the riser portion having a sidewall that defines a circular passageway having an inner diameter;
wherein a thickness of the sidewall of the riser portion is less than 1/12th of the inner diameter of the circular passageway and the sidewall is adapted to bear at least 10,000 psi in compression and at least 2,000 psi in tension, without failure;
wherein the sidewall, having a volume, comprises a polymer concrete material including: a polymer resin and an aggregate mixture having a coarse aggregate and a fine aggregate, wherein the coarse aggregate is 60% of the volume of the sidewall and the fine aggregate is 30% of the volume of the sidewall and the polymer resin is 10% of the volume of the sidewall;
wherein the inner diameter of the circular passageway is at least 48 inches; and
wherein a thickness of the sidewall is between one inch and three inches.
22. A manhole apparatus having a wastewater inlet and a wastewater outlet configured and adapted to be connected to a municipal wastewater system, the manhole apparatus comprising:
a base portion having an upper surface that includes a fluid trough extending between the wastewater inlet and the wastewater outlet;
a top portion defining a worker access opening; and
a riser portion interposed between the base portion and the top portion, the riser portion having a sidewall that defines a circular passageway having an inner diameter;
wherein a thickness of the sidewall of the riser portion is less than 1/12th of the inner diameter of the circular passageway and the sidewall is adapted to bear at least 10,000 psi in compression and at least 2,000 psi in tension, without failure;
wherein the sidewall, having a volume, comprises a polymer concrete material including: a polymer resin and an aggregate mixture having a coarse aggregate and a fine aggregate, wherein the coarse aggregate is 30% of the volume of the sidewall and the fine aggregate is 60% of the volume of the sidewall and the polymer resin is 10% of the volume of the sidewall;
wherein the inner diameter of the circular passageway is at least 48 inches; and
wherein a thickness of the sidewall is between one inch and three inches.