Water and/or fire resistant tunnel expansion joint systems

• US 10,316,661 B2
• Filed: 10/29/2015
• Issued: 06/11/2019
• Est. Priority Date: 11/20/2008
• Status: Active Grant

• Current Assignee: Emseal Joint Systems Limited (Compagnie De Saint-Gobain S.A.)
• Original Assignee: Emseal Joint Systems Limited (Compagnie De Saint-Gobain S.A.)
• Inventors: Hensley, Lester, Witherspoon, William
• Primary Examiner(s): Gilbert, William V
• Application Number:
  US14/927,047
• Publication Number:
  US 20160047242A1
• Time in Patent Office: 1,321 Days
• Field of Search: 52395, 5239601, 52465, 52466, 52467, 52468, 52232, 52317, 52393, 5239603, 5239604, 5239607, 5239606, 525861, 525862, 404 47, 404 68
• CPC Class Codes: E04B 1/6812 Compressable seals of solid form
• CPC Class Codes: E04B 1/948 Fire-proof sealings or joints for doors or windows E06B5/164
• CPC Class Codes: E21D 11/385 Sealing means positioned between adjacent lining members for joints in foundation structures E02D29/16; for sewers E03F3/04; for building structures in general E04B1/68

Abstract

A fire and/or water resistant expansion joint system for installation between substrates of a tunnel. The system includes a fire resistant coating applied at a predetermined thickness to achieve a substantially uniform layer on the substrates and a fire and water resistant expansion joint. The expansion joint includes a core having an edge, wherein the substantially uniform layer of the coating extends along the substrates of the tunnel to the edge of the core, and a fire retardant infused into the core. The core is configured to facilitate the compression of the expansion joint system when installed between the substrates. The coating and the fire and water resistant expansion joint are each capable of withstanding exposure to a temperature of at least about 540° C. or greater for about five minutes.

Claims

1. A fire and water resistant tunnel expansion joint system, comprising:

a fire resistant coating applied at a predetermined thickness to achieve a substantially uniform layer on substrates of a tunnel; and

a fire and water resistant expansion joint including;

a compressible core having an edge, wherein the substantially uniform layer of the coating extends along the substrates of the tunnel to the edge of the core; and

a fire retardant material infused into the core in an amount effective to pass UL 2079 testing, the core configured to facilitate compression of the expansion joint system between the substrates;

wherein the core has a compressed density of between about 160 kg/m³ to about 800 kg/m³; and

wherein the coating and the fire and water resistant expansion joint are capable of withstanding exposure to a temperature of about 540°

C. at about five minutes and are adapted to pass the UL 2079 testing.

2. The fire and water resistant tunnel expansion joint system of claim 1, wherein the coating and the fire and water resistant expansion joint are capable of withstanding exposure to a temperature of about 930°

C. at about one hour.

3. The fire and water resistant tunnel expansion joint system of claim 1, wherein the coating and the fire and water resistant expansion joint are capable of withstanding exposure to a temperature of about 1010°

C. at about two hours.

4. The fire and water resistant tunnel expansion joint system of claim 1, wherein the coating and the fire and water resistant expansion joint are capable of withstanding exposure to a temperature of about 1260°

C. at about eight hours.

5. The fire and water resistant tunnel expansion joint system of claim 1, wherein the core comprises a plurality of individual laminations assembled to construct a laminate, one or more of the laminations being infused with at least one of the fire retardant material and a water-based acrylic chemistry.

6. The fire and water resistant tunnel expansion joint system of claim 1, wherein the core comprises foam.

7. The fire and water resistant tunnel expansion joint system of claim 1, wherein the core comprises open celled polyurethane foam.

8. The fire and water resistant tunnel expansion joint system of claim 1, wherein a first layer of a water resistant material is disposed on the core, the water resistant material comprising a silicone.

9. The fire and water resistant tunnel expansion joint system of claim 8, wherein the water resistant material disposed on the core is selected from the group consisting of polysulfides, acrylics, polyurethanes, poly-epoxides, silyl-terminated polyethers, and combinations of one or more of the foregoing.

10. The fire and water resistant tunnel expansion joint system of claim 8, further comprising a second layer disposed on the first layer of the water resistant material, wherein the second layer is selected from the group consisting of another water resistant material, a fire barrier layer and combinations thereof.

11. The fire and water resistant tunnel expansion joint system of claim 8, wherein the first layer is tooled to define at least one of a bellows profile and a rounded profile.

12. The fire and water resistant tunnel expansion joint system of claim 1, wherein the core uncompressed has a density between about 50 kg/m³ to about 250 kg/m³.

13. The fire and water resistant tunnel expansion joint system of claim 1, wherein a layer comprising the fire retardant material is sandwiched between material of the core.

14. The fire and water resistant tunnel expansion joint system of claim 1, wherein the fire retardant material infused into the core is selected from the group consisting of water-based alumina tri-hydrate, metal oxides, metal hydroxides, aluminum oxides, antimony oxides and hydroxides, iron compounds, ferrocene, molybdenum trioxide, nitrogen-based compounds, phosphorus based compounds, halogen based compounds, halogens, graphite, and combinations of the foregoing materials.

15. The fire and water resistant tunnel expansion joint system of claim 1, wherein the core uncompressed has a density of about 100 kg/m³ to about 180 kg/m³.

16. The fire and water resistant tunnel expansion joint system of claim 1, wherein a layer of a water resistant material is applied to the core, and the fire resistant coating extends along the substrates of the tunnel past the edge of the core and along a portion of the water resistant material.

17. The fire and water resistant tunnel expansion joint system of claim 1, wherein the fire and water resistant tunnel expansion joint system is capable of maintaining an interface between fire protection and concrete surface below the interface at about 380°

C. for about two hours.

18. The fire and water resistant tunnel expansion joint system of claim 1, wherein the fire and water resistant tunnel expansion joint system is capable of withstanding a resultant heat load of about 300 MW, with temperatures reaching about 1100°

C. after about five minutes, peaking at about 1350°

C. with a fire burn duration of about two hours.

19. A fire and water resistant tunnel expansion joint system, comprising:

a fire resistant board applied at a predetermined thickness to substrates of a tunnel; and

a fire and water resistant expansion joint including;

a compressible core; and

a fire retardant material infused into the core in an amount effective to pass UL 2079 testing, the core configured to facilitate compression of the fire and water resistant tunnel expansion joint system between the substrates;

wherein the core has a compressed density of between about 160 kg/m³ to about 800 kg/m³; and

wherein the fire resistant board and the fire and water resistant tunnel expansion joint are capable of withstanding exposure to a temperature of about 540°

C. at about five minutes and adapted to pass the UL 2079 testing.

20. The fire and water resistant tunnel expansion joint system of claim 19, wherein the fire resistant board comprises a first layer and a second layer.

21. The fire and water resistant tunnel expansion joint system of claim 19, further comprising a fire resistant coating applied at a predetermined thickness to other substrates of the tunnel.

22. The fire and water resistant tunnel expansion joint system of claim 19, wherein the core is located in a joint having a first edge and a second edge, and the fire and water resistant expansion joint system further comprises a second fire resistant board, the second fire resistant board extending along a surface of the core from the first edge to the second edge of the joint, wherein a gap is located between the surface of the core and the second fire resistant board.

23. The fire and water resistant tunnel expansion joint system of claim 19, wherein the fire and water resistant tunnel expansion joint system is capable of maintaining an interface between fire protection and concrete surface below the interface at about 380°

C. for about two hours.

24. The fire and water resistant tunnel expansion joint system of claim 19, wherein the fire and water resistant tunnel expansion joint system is capable of withstanding a resultant heat load of about 300 MW, with temperatures reaching about 1100°

C. after about five minutes, peaking at about 1350°

C. with a fire burn duration of about two hours.