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Arched cut-and-cover structure and method of its construction

a technology of cut-and-cover structure and construction method, which is applied in the direction of underwater structures, hydroelectric engineering, artificial islands, etc., can solve the problems of large footprint at the original ground level, expensive waterproofing measures, and expensive foundations in reinforced concrete, so as to reduce construction costs and construction time, and limit the impact of construction activities on the environment

Inactive Publication Date: 2018-02-01
HEIERLI WERNER
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Benefits of technology

The present invention provides a method for designing and constructing cut-and-cover tunnels that reduces construction costs and impact on the environment. The method includes using an arched surface and unreinforced concrete for the lower part of the structure, eliminating the need for expensive reinforcement materials. Additionally, the invention includes replacing waterproofing membranes with less expensive measures such as waterproof concrete and providing emergency connection openings for maintenance and sheltering purposes. The overall cost of the cut-and-cover tunnels is significantly reduced, making it useful for high-speed or conventional railway lines.

Problems solved by technology

It is well known that—due to the working space required for the formwork on the outside of the structure—these types of cut-and-cover tunnels and bridges exhibit large excavation and backfilling volumes, leave large footprints at the original ground level and usually require expensive foundations in reinforced concrete as well as costly waterproofing measures.

Method used

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  • Arched cut-and-cover structure and method of its construction
  • Arched cut-and-cover structure and method of its construction
  • Arched cut-and-cover structure and method of its construction

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Embodiment Construction

[0035]FIGS. 1 to 7 illustrate the construction procedure for an embodiment of the invention with a cut-and-cover structure 10 providing two separated tunnels 11 and 12. FIG. 1 shows the first stage of the excavation and the construction of a temporary road 5 at the lowest excavation level. The excavation is shown in solid lines, while the yet to be constructed structure 10 (or tunnels, respectively), are shown in dotted lines, together with the clearance for the trains. As well shown in dotted lines is a prior art excavation profile 16. The maximum allowable slope of the excavation profile 6 of the present invention, will in each practical application be determined from the geotechnical properties of the subsoil or rock present. The steeper the slopes, the smaller the volume of excavation and the lesser the need of backfilling and overfilling and the narrower the footprint of construction at the surface. As said before, dashed lines 16 in FIGS. 1 to 7—parallel to the actual excavati...

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PUM

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Abstract

A cut-and-cover concrete tunnel structure (10) is provided with a lower concrete part (2) and an upper concrete or steel part (3) of the structure. The lower part (2) of the structure is constructed in unreinforced concrete, poured directly against and supported by a partly horizontal, partly inclined and approximately circular or elliptically shaped excavation surface (6′). The upper part (3) is arch shaped, constructed in reinforced (cast-in-place or precast) concrete or steel, and is of circular, elliptical or partly elliptical shape. This cut-and-cover structure allows a more efficient and less costly tunnel construction.

Description

CROSS-REFERENCE TO RELATED APPLICATIONS[0001]This application is a National Stage application of International Patent Application No. PCT / CH2016 / 000011, filed on Jan. 21, 2016, which claims priority to Swiss Patent Application No. CH 200 / 15, filed on Feb. 13, 2015, each of which is hereby incorporated by reference in its entirety.TECHNICAL FIELD[0002]The present invention relates to the general art of bridge, tunnel and geotechnical engineering—and to the particular field of the design of overfilled structures such as arched cut-and-cover structures or tunnels. In particular the invention relates to a cut-and-cover structure providing a tunnel or tunnels for rail or road traffic or pipe lines, conveyor belts or cables. Further, the invention relates to a method for the construction of such cut-and-cover structures.BACKGROUND[0003]Frequently, earth overfilled structures—in cast-in-place or precast reinforced concrete—are used for cut-and-cover traffic tunnels. These allow a railway l...

Claims

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Application Information

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IPC IPC(8): E02D29/045
CPCE02D29/045E02D2200/1607E02D2300/002
Inventor HEIERLI, WERNERNICK, GIAN CARLO
Owner HEIERLI WERNER
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