Cryogenic trench/trough apparatus and method
A method of installing a trench for containing a cryogenic spill, including the step of constructing multiple precast concrete sections at a first location, each section preferably having a bottom wall and spaced apart side walls connected to and extending up from the bottom wall. Each section preferably has end portions that enable connection to another said concrete section. The method includes (at the first location) preparing multiple panels of polymeric concrete material by filling one or more molds with a slurry or liquid polymeric concrete material and after time allowing the material to cure and harden. The mold can have a cavity that is lined with a release material. At the first location, one or more of the panels can be adhered to the bottom wall and side walls of each concrete section preferably using an adhesive. After adhering of the panels to the concrete sections, the concrete sections can be transported from the first location to a second location that is remote from the first location. At the second location, the concrete sections are connected together using connections that preferably join one end portion of a concrete section to and end portion of another concrete section. An epoxy grout is preferably field applied to the connections at the second location.
1. A method of installing a trench for containing a cryogenic spill, comprising the steps of:
a) construction of multiple precast concrete sections, each section having a bottom wall and spaced apart side walls connected to and extending up from said bottom wall;
b) wherein in step “a” each section has end portions that enable connection to another said concrete section;
c) providing multiple panels of cryogenic insulating material;
d) adhering one or more of said panels of step “c” to the bottom wall and side walls of each said concrete section;
e) connecting the concrete sections together using connections of one end portion to another end portion; and
f) applying a non-sag seal to the connections of step “e”.
2. The method of claim 1 wherein the precast concrete sections have openings through the bottom wall at one or both of said end portions and wherein anchor bolts extend through the openings into a foundation.
3. The method of claim 2 wherein the foundation is concrete.
4. The method of claim 1 wherein the seal includes a butyl rubber elastomer.
5. The method of claim 4 , wherein the seal includes an engineering cloth.
6. The method of claim 5 , wherein the seal includes one or more layers of the butyl rubber elastomer and the engineering cloth.
7. The method of claim 1 wherein the connection of the panels and the seal create continuous cryogenic material throughout the connected concrete sections.
8. A method of installing a trench for containing a cryogenic spill, comprising the steps of:
a) constructing multiple precast concrete sections, each section having a bottom wall and spaced apart side walls connected to and extending up from said bottom wall;
b) wherein in step “a” each section has end portions that enable connection to another said concrete section;
c) providing multiple panels of cryogenic insulating material;
d) adhering one or more of said panels of step “c” to the bottom wall and side walls of each said concrete section;
e) connecting the concrete sections together using connections of one end portion to another end portion; and
f) wherein in step “e” the connection includes filling a gap in between the end portions with a seal.
9. The method of claim 8 , wherein the seal includes a butyl rubber elastomer.
10. The method of claim 9 , wherein the seal includes an engineering cloth.
11. The method of claim 10 , wherein the seal includes one or more layers of the butyl rubber elastomer and the engineering cloth.
12. The method of claim 8 , wherein the connection of the panels and the seal create continuous cryogenic material throughout the connected concrete sections.
13. A method of installing a trench for containing a cryogenic spill, comprising the steps of:
a) construction of multiple precast concrete sections, each section having a bottom wall and spaced apart side walls connected to and extending up from said bottom wall;
b) wherein in step “a” each section has end portions that enable connection to another said concrete section;
c) providing multiple panels of cryogenic insulating material;
d) adhering one or more of said panels of step “c” to the bottom wall and side walls of each said concrete section;
e) connecting the concrete sections together using connections of one end portion to another end portion;
f) applying a seal to the connections of step “e” and in between the concrete section end portions; and
g) wherein the seal includes an engineering cloth.
14. The method of claim 13 , wherein the connections of step “e” include a gap in between the end portions.
15. The method of claim 13 , further comprising joints used to bridge the connections of one end portion to another end portion.
16. The method of claim 13 , wherein the seal is a non-sag material.
17. The method of claim 13 , wherein the seal is cryogenic insulating material.
18. The method of claim 13 , wherein the panels are adhered to the bottom wall and side walls with an adhesive.
19. The method of claim 13 , wherein one or more of the concrete sections have an angled end portion that forms a bend in the trench.
20. The method of claim 13 , wherein one or more of the side walls can be fitted with a riser section positioned on top of the one or more side walls.