Abstract The manufacture of extended, inaccessible holes for underground ducts, conduits and the like is performed by a closed construction process, wherein the preferably remotely-controlled excavation is performed and following that a structure is installed which is employed as the product duct, conduit or the like. The installed structure is provided by injection of an injection material under pressure into an annular space between a form following the excavating apparatus and the ground to manufacture at least one endless inner wall for the hole which then serves as the underground duct, conduit or the like. The novel apparatus of this invention correspondingly comprises a form following the required excavation mechanism conformed to form an annular space between the form and the ground, that form having a form front closing the form and at least one inlet therein for injection of an injection material into the annular space.
A method of forming an underground conduit which comprises the steps of: excavating an underground passage by guiding an excavating mechanism along a subterranean path by remote control of said mechanism; shifting a form along the wall of said passage with said mechanism while defining an annular space between the form and the wall; injecting a hardenable synthetic resin injection material under pressure into the annular space between said form following said excavating mechanism and said wall to form a fluid-impermeable lining consisting of said material for said passage; and injecting a foamable synthetic resin into permeable structure of said wall around said lining and thereby forming an outer wall by foaming of said foaming synthetic resin in said structure and uniting said outer wall to said lining.
Claim 2
Independent Claim
128 words
A method of forming an underground conduit which comprises the steps of: excavating an underground passage by guiding an excavating mechanism along a subterranean path by remote control of said mechanism; shifting a form along the wall of said passage with said mechanism while defining an annular space between the form and the wall; injecting a hardenable synthetic resin injection material under pressure into the annular space between said form following said excavating mechanism and said wall to form a fluid-impermeable lining consisting of said material for said passage; and injecting a foamable synthetic resin into permeable structure of said wall around said lining and thereby forming an outer wall by foaming of said foaming synthetic resin in said structure and uniting said outer wall to said lining.
Claim 3
Dependent Claim
23 words
The method defined in claim 1 wherein said resin of said lining and the resin of said outer wall is a polyurethane resin.
Claim 4
Dependent Claim
21 words
The method defined in claim 1 wherein said injection material is formed by mixing at least one filler with a resin.
Claim 5
Dependent Claim
12 words
The method defined in claim 3 wherein said filler is loose stone.
Claim 6
Dependent Claim
12 words
The method defined in claim 3 wherein said filler is stone powder.
Claim 7
Dependent Claim
13 words
The method defined in claim 3 wherein said filler is electrostatic filler ash.
Claim 8
Dependent Claim
12 words
The method defined in claim 3 wherein said filler is steel fiber.
Claim 9
Dependent Claim
12 words
The method defined in claim 3 wherein said filler is plastic fiber.