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24/06/2005 - Controller General of Patents, Designs, and Trade Marks

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Publication After 18 months<br />

The following Patent application have been published under Section 11A <strong>of</strong> the <strong>Patents</strong><br />

(Amendment) Act, <strong>2005</strong><br />

(21) Application No.: 587/MUMNP/2004<br />

(PCT/EP03/03025)<br />

A (22) Date <strong>of</strong> filing <strong>of</strong> Application: 19/10/2004<br />

(54) Title <strong>of</strong> the invention: ARCH SYSTEMS.<br />

(51) International classification: E02D 29/05 (71) Name <strong>of</strong> the Applicant:<br />

(30) Priority Data:<br />

(31) Document No: 10/02,921<br />

10/131,526<br />

10,338,9<strong>06</strong><br />

(32) Date: 22.03.2002<br />

25.04.2002<br />

09.01.2003<br />

(33) Name <strong>of</strong> convention country: NIL (72)<br />

(66) Filed U/s. 5(2): NO.<br />

(61) Patent <strong>of</strong> addition to application No.: NIL<br />

(62) Filed on: N.A.<br />

(63) Divisional to Application No.: NIL<br />

(64) Filed on: N.A.<br />

(57) Abstract:<br />

An earth overfilled arched structure (10) includes a<br />

shallow arch (12) spanning a clear space. The sides <strong>of</strong><br />

the clear space are formed by curved or straight walls.<br />

Solidified zones <strong>of</strong> earth material against the springs <strong>of</strong><br />

the arch <strong>and</strong>/or behind the walls form foundation blocks<br />

which are in intimate contact via arch footings with the<br />

springs <strong>of</strong> the arch <strong>and</strong>/or with the upper part <strong>of</strong> the<br />

sidewalls in such a way that the arched structure<br />

delivers most or all <strong>of</strong> its support forces into the<br />

foundation blocks. Also, an overfilled arch bridge<br />

system includes a composite arch which has a precast<br />

layer <strong>and</strong> a cast-in-place layer. The system further<br />

includes means for reducing bending moments within<br />

the overfilled arch. The means include customizing the<br />

arch end geometry <strong>and</strong> prestressing the arch prior to or<br />

during loading. Precast arch elements which are formed<br />

<strong>and</strong> shipped in a use orientation. The precast arch<br />

Figure: 1<br />

BEBO ARCH INTERNATIONA<br />

AG<br />

Address <strong>of</strong> the Applicant:<br />

CULMANNSTRASSE 56, CH-80<strong>06</strong><br />

ZURICH, SWITZERLAND<br />

Name <strong>of</strong> the Inventors:<br />

HEIERLI WERNER<br />

The Patent Office Journal <strong>24</strong>.<strong>06</strong>.<strong>2005</strong> 17985

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