Method for producing a construction element, in particular a tunnel element, having a watertight seal
AssigneeTrelleborg Ridderkerk B.V.
InventorJoel Emmanuel Van Stee
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Abstract
Method for producing a construction element, in particular a tunnel element, from a curing material, such as concrete, in a mold, said construction element being provided with a watertight seal on at least one side thereof, wherein a gasket is used comprising a deforming body which is produced from a yielding material, such as rubber. According to the invention a base is produced from a relatively strong material, which base may or may not be detachable from the deforming body. Said base with or without said deforming body is placed against an inner side of the mold, said curing material is cast in the mold, and said curing material is cured to form said construction element with said watertight seal.
Claims8
A method for producing a tubular tunnel element from concrete, in a mould, said tubular tunnel element being provided with a watertight seal on at least one axial outer end thereof, comprising the following steps:
- producing an gasket comprising deforming body which is disposed around a cross-sectional circumference of the tubular tunnel element and which is produced from a yielding material, such as rubber, and a corresponding base disposed beneath the deforming body which is produced from a relatively strong material;
- placing said base with said deforming body against an inner side of the mould;
- casting said concrete in the mould;
- and
- curing said concrete to form said tubular tunnel element with said watertight seal, wherein the base comprises a plurality of anchors on one side thereof which extend from the base into the concrete while said concrete is cured,
- wherein the tubular tunnel element is configured to form an immersed tunnel when a plurality of tubular tunnel elements are placed against one another with a watertight seal in between the axial outer ends thereof, and
- wherein the anchors are made of metal or carbon.
A tunnel element being provided with a watertight seal on at least one axial outer end thereof, produced by a method comprising the following steps:
- producing a gasket with a deforming body which is disposed around a cross-sectional circumference of the tunnel element and which is produced from a yielding material, such as rubber, and a corresponding base disposed beneath the deforming body which is produced from a relatively strong material;
- placing said base with said deforming body against an inner side of the mould;
- placing said concrete in the mould;
- and
- curing said concrete to form said tubular tunnel element with said watertight seal, wherein the base comprises a plurality of anchors on one side thereof which extend from the base into the concrete while said concrete is cured,
- wherein the tunnel element is configured to form an immersed tunnel when a plurality of tunnel elements are placed against one another with a watertight seal in between the axial outer ends thereof, and
- wherein the anchors are made of metal or carbon.
An immersed tunnel comprising tubular tunnel elements being provided with a watertight seal on at least one axial outer end thereof, which tunnel elements are produced by the following steps:
- producing a gasket with a deforming body which is disposed around a cross-sectional circumference of the tubular tunnel element and which is produced from a yielding material, such as rubber, and a corresponding base disposed beneath the deforming body which is produced from a relatively strong material,
- placing said base with said deforming body against an inner side of the mould;
- casting said concrete in the mould;
- and
- curing said concrete to form said tubular tunnel element with said watertight seal, wherein the base comprises a plurality of anchors on one side thereof which extend from the base into the concrete while said concrete is cured,
- wherein the tubular tunnel elements are placed against one another forming a joint with said seal in between the axial outer ends thereof,
- wherein the anchors are made of metal or carbon, and
- wherein the deforming body is configured to compress and seal the joint between the said tubular tunnel elements under the pressure differential between the interior of the tunnel elements and the hydrostatic pressure on the outside of the tunnel elements.
Dependencies are inferred from the claim text.