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US4005582A Expired / Lapsed US ⏱️ 0.0 years remaining

Method of constructing underground concrete walls and reinforcement cage therefor

Assignee: Icos Corp of America
•
Filing: 1975-08-12
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Granted: 1977-02-01
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Expires: 1995-08-12
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Abstract

Abstract There is disclosed an improved method of constructing an undergound reinforced concrete wall utilizing the slurry trench excavation method. According to the invention, at least a pair of spaced elongated primary excavations each adapted to receive a pair of H-beams rigidly joined together by steel lattice work; and a rebar cage. The channel or space in each H-beam at the outer channel between the flange and webs is filled with a polystyrene foam attached to the cage by steel plates and angles. These elements are lowered into the primary excavations and concrete is poured therein filling the spaces in the excavations and displacing any bentonite slurry from the trench to form primary wall elements. Thereafter, intermediate excavations are performed between the concreted sections and the H-beam portions thereof, the polystyrene foam being easily removed from the outer channel and the H-beam channel with the flanges thereof serving as guide elements for the excavating tool. According to a preferred procedure, the spaces between the first two primary wall panels have a length at least equal to a multiple greater than one of the primary wall panel excavations for secondary wall elements to be formed in the intermediate space. In this way, the same excavating tool can be used for forming equally spaced elements and the excavating tool will not in any way be impeded by engagement with steel H-beams since at least one end of the tool will be free to bite into earth or the space of an adjacent excavation. In order to form a reinforced excavation around and below underground utilities, and other obstructions, the earth between the two previous excavations is excavated, two beams are placed on either side of the utility or obstruction and the intervening excavation panel is cast with concrete without the use of a reinforcing cage or is cast using a steel fiber reinforced concrete in place of the reinforcing, is inserted to thereby form a reinforced wall in combination with the H-beam. There is also disclosed a novel method and apparatus for reducing wall thickness and decorating and improving surface finish of cast-in-situ underground concrete walls.

Inventors

  • 👤 George John Tamaro

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-05 19:53
CPC Classifications
E; E02; E02D; E02D17/00; E02D17/13; E02D5/00; E02D5/20

Claims Analysis

Total Claims: 15
Claim 1
Independent Claim 285 words
A method for the construction of a waterproof wall formed by interlocked horizontally elongated vertical concrete elements in the ground using as reinforcement connected flanged steel H-beam pairs comprising the steps of: excavating at least a pair of elongated primary trench sections said primary sections being spaced apart at least a multiple of the length of each said primary section, each elongated primary trench excavation being carried out in the presence of a thixotropic liquid slurry, reaming and smoothing the walls of at least one of said elongated primary trench excavations by lowering and raising a connected beam pair to thereby square off the ends and even out said walls, inserting one connected flanged steel H-beam pair in each elongated primary trench section, filling each said elongated primary trench section with concrete from the bottom up to form said primary wall panel sections, and then excavating, in the presence of said thixotropic liquid slurry, the intermediate earth section between said pair of primary sections in at least two excavations, one of said two excavations using the flanged steel H-beam end in one of said intermediate earth sections as a guide with the opposite end of said one of said two excavations being unguided and at least another of said at least two excavations using the flanged steel H-beam end of the other of said at least two primary elements as a guide to thereby form a secondary wall excavation extending between said flanged steel H-beam ends, and displacing the thixotropic liquid from said secondary wall excavation by filling said secondary wall excavation from the bottom up with concrete to form a secondary wall panel section in the space between the two primary wall panel sections.
Claim 2
Independent Claim 285 words
A method for the construction of a waterproof wall formed by interlocked horizontally elongated vertical concrete elements in the ground using as reinforcement connected flanged steel H-beam pairs comprising the steps of: excavating at least a pair of elongated primary trench sections said primary sections being spaced apart at least a multiple of the length of each said primary section, each elongated primary trench excavation being carried out in the presence of a thixotropic liquid slurry, reaming and smoothing the walls of at least one of said elongated primary trench excavations by lowering and raising a connected beam pair to thereby square off the ends and even out said walls, inserting one connected flanged steel H-beam pair in each elongated primary trench section, filling each said elongated primary trench section with concrete from the bottom up to form said primary wall panel sections, and then excavating, in the presence of said thixotropic liquid slurry, the intermediate earth section between said pair of primary sections in at least two excavations, one of said two excavations using the flanged steel H-beam end in one of said intermediate earth sections as a guide with the opposite end of said one of said two excavations being unguided and at least another of said at least two excavations using the flanged steel H-beam end of the other of said at least two primary elements as a guide to thereby form a secondary wall excavation extending between said flanged steel H-beam ends, and displacing the thixotropic liquid from said secondary wall excavation by filling said secondary wall excavation from the bottom up with concrete to form a secondary wall panel section in the space between the two primary wall panel sections.
Claim 3
Dependent Claim 38 words
The invention defined in claim 1 including the step of inserting steel reinforcing cage means in said intermediate section which cage extends between outer facing vertical channels on each flanged steel H-beam of said primary wall panel sections.
Claim 4
Dependent Claim 76 words
The invention defined in claim 2 wherein a wide flanged steel H-beam is positioned in the said secondary wall excavation with the web thereof transverse to the line of said wall and with the channels substantially parallel to said outer facing vertical channels on each said primary element, said steel reinforcing cage means includes a portion to each side of said steel H-beam to form a plurality of secondary excavation sections in said secondary wall excavation.
Claim 5
Dependent Claim 77 words
The invention defined in claim 3 wherein a concrete tremie pipe is installed in each one of said plurality of secondary excavations and concrete is passed simultaneously therethrough so that the thixotropic slurry is simultaneously displaced from each of said plurality of secondary excavations on each side of said wide flanged steel H-beam to avoid differential in pressure on said wide flanged steel H-beam to displace it from a vertical position in said secondary wall panel section.
Claim 6
Dependent Claim 61 words
The invention defined in claim 2 including the steps of positioning a rigid, non-deformable block out means adjacent one excavated earth surface of at least one of said excavations and below the surface of said thixotropic liquid slurry prior to filling same with concrete, removing said one earth surface to expose said block out means, and removing said block out means.
Claim 7
Dependent Claim 40 words
The invention defined in claim 5 wherein said block out means is adapted to permit said thixotropic liquid to egress in same and at least in part counter balance the concrete head during the displacement of concrete from said excavation.
Claim 8
Dependent Claim 43 words
A method of constructing a decorated wall, the invention defined in claim 5 wherein the face of said block out means in contact with said concrete has a decorated surface decorating the surface of the concrete on removal of said block out means.
Claim 9
Dependent Claim 34 words
The invention defined in claim 7 wherein the decorated surface on said block out means is constituted by indicia device which becomes affixed to said concrete surface on removal of said block out means.
Claim 10
Dependent Claim 18 words
The invention defined in claim 1 wherein said concrete in said intermediate section is steel fiber reinforced concrete.
Claim 11
Dependent Claim 21 words
The invention defined in claim 1 including the step of filling the excavated intermediate section with a steel fiber reinforced concrete.
Claim 12
Dependent Claim 50 words
The improved method of constructing a concrete wall in the ground as defined in claim 1 wherein one of said connected H-beam pairs is utilized as a reaming tool for squaring off and evening out the primary excavations prior to the installation of the permanent steel framework in the concrete.
Claim 13
Dependent Claim 24 words
The invention defined in claim 11 wherein said reaming tool is utilized as the H-beam reinforcement pair in the last excavation forming said wall.
Claim 14
Dependent Claim 56 words
The invention defined in claim 1 wherein the space between the flange portions of said H-beam to the depth of the web thereof is filled with an excavatable low density non-cementitious, non-concrete material and retained therein at least until the concrete has been placed in the panel section on the opposite side of the web thereof.
Claim 15
Dependent Claim 13 words
The invention defined in claim 13 wherein said filling material is polystyrene foam.

References Cited (Backward Citations)

GB913527A Cited
US3139729A Cited
US3197964A Cited
US3422627A Cited
US3766695A Cited
US3768266A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1980-02-01 1980-08-02 1981-02-01 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1984-02-01 1984-08-02 1985-02-01 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1988-02-01 1988-08-02 1989-02-01 $7700.00 Window Closed / Lapsed

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