EP0480883A2 - Prefabricated element assembly for making barrier arrangements in rivers and the like - Google Patents

Prefabricated element assembly for making barrier arrangements in rivers and the like Download PDF

Info

Publication number
EP0480883A2
EP0480883A2 EP91830393A EP91830393A EP0480883A2 EP 0480883 A2 EP0480883 A2 EP 0480883A2 EP 91830393 A EP91830393 A EP 91830393A EP 91830393 A EP91830393 A EP 91830393A EP 0480883 A2 EP0480883 A2 EP 0480883A2
Authority
EP
European Patent Office
Prior art keywords
box
element assembly
prefabricated element
caissons
another
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP91830393A
Other languages
German (de)
French (fr)
Other versions
EP0480883A3 (en
EP0480883B1 (en
Inventor
Carlo C/O Sicep Industriale S.R.L. Dentoni
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SICEP INDUSTRIALE Srl
Original Assignee
SICEP INDUSTRIALE Srl
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SICEP INDUSTRIALE Srl filed Critical SICEP INDUSTRIALE Srl
Publication of EP0480883A2 publication Critical patent/EP0480883A2/en
Publication of EP0480883A3 publication Critical patent/EP0480883A3/en
Application granted granted Critical
Publication of EP0480883B1 publication Critical patent/EP0480883B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment

Definitions

  • the present invention relates to a prefabricated element assembly, for making the so-called bridles, in particular for use in water courses and specifically in rivers.
  • Each bridle by reducing the speed of the upstream water, favours a deposit of the transported solid material, which accumulates behind the bridles.
  • these conventional bridles are usually made of a stone material walling, the stones of which are restrained by mortar or by dry restraining methods, or by using cement concrete (either reinforced or not) or mixed constructions of wood and stones.
  • the installation of the mentioned bridles is comparatively complex, mainly with respect to the making of the hollow provided in the profile of the top margin or "crest" thereof.
  • the aim of the present invention is to overcome the above mentioned drawbacks, by providing a prefabricated element assembly which allows to greatly simplify the making method of the mentioned bridles as conventionally used in water course beds.
  • a main object of the present invention is to provide a prefabricated element assembly, for making bridles for application in water courses, in particular in rivers, which provides articles of manufactures which are very reliable construction-wise.
  • Another object of the present invention is to provide a prefabricated element assembly, for making bridles for application in water courses, which can be used in a very flexible way.
  • a prefabricated element assembly for making bridles to be used in river beds and the like, characterized in that said assembly comprises a plurality of box caissons each having a substantially parallelepipedal shape, a box-caisson having a rectangular trapezium profile, a square plate and a rectangular plate including an edge at one of the great sides thereof, the mentioned elements being adapted to be joined to one another and/or superimposed onto one another and being furthermore adapted to be mutually restrained by beams, rods or other mechanical restraining elements.
  • the prefabricated element assembly for making bridles to be applied in river beds comprises a box caisson 1 including a reinforced concrete box like construction, having a substantially parallelepipedal shape.
  • this box caisson has unit height and depth and a double width, and is provided on its small walls with a plurality of gaps 2.
  • a second box caisson 3 cooperates, which has a unit size and is open through one of its walls, there being moreover provided a third cooperating box caisson 4 closed through its four walls and having a suitably greater depth.
  • the subject prefabricated element assembly further comprises another box-like construction 5, also having unit depth and height and a double width.
  • This box-like construction in particular, is open on one of the small sides thereof, where the two longitudinal walls 5′ thereof are suitably slanted.
  • box-like constructions or box caissons cooperate moreover a square plate 6 and a rectangular plate 7, or cover plate, which is provided with an edge 7′ on one of its larger walls.
  • the square plate is provided, on two opposite sides thereof, with annular ridges 8, which are adapted to house anchoring rods 9.
  • the rectangular plate 7 is provided, at the edge portion thereof, with a plurality of throughgoing holes 10 which are adapted to house a respective end portion of cross-restraining rods.
  • the hollow formation of the bridle, indicated at 14, is laterally delimited by the trapezoidal box caissons 5.
  • a sill element 15 which is suitably slanted, and which is obtained by joining and mutually restraining a plurality of plates 6.
  • a cross beam 16 made of box caissons, followed by two or more rows of plates 6, equal to the above indicated plates, but not restrained.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Bridges Or Land Bridges (AREA)
  • Laminated Bodies (AREA)

Abstract

There is disclosed an assembly of pre-fabricated elements for making the so-called bridles used in water courses in general.
This element assembly comprises reinforced concrete box caissons (3), having a substantially parallelepipedal shape and a box caisson having a rectangular trapezium shape (5), as well as a square plate (6) and a rectangular plate (7), provided with an edge at one of the great sides thereof.
These elements, in particular, can be suitably joined to one another and/or superimposed onto one another and can be mutually restrained by beams, rods or other suitable mechanical restraining elements.

Description

    BACKGROUND OF THE INVENTION
  • The present invention relates to a prefabricated element assembly, for making the so-called bridles, in particular for use in water courses and specifically in rivers.
  • As is known, along the torrential path of a water course, in particular if the latter extends on a water bed which can be easily eroded, there are conventionally provided suitable articles of manufacture.
  • These articles of manufacture are built through the overall bed of torrents under "excavation conditions", that is under those conditions in which, during water spates, the solid materials forming the bed are quickly removed.
  • These articles of manufacture substantially operate to reduce the water stream flow rate or speed, and, accordingly, to reduce the eroding power of the water stream itself.
  • Also known is that conventional articles of manufacture used for the above indicated applications comprise a plurality of cross barrier elements, which are conventionally called "bridles".
  • Each bridle, by reducing the speed of the upstream water, favours a deposit of the transported solid material, which accumulates behind the bridles.
  • These bridles, in actual practice, transform the altimetrical profile of the water bed into a plurality of subsequent steps and portions of small slope.
  • In this connection it should be pointed out that these conventional bridles are usually made of a stone material walling, the stones of which are restrained by mortar or by dry restraining methods, or by using cement concrete (either reinforced or not) or mixed constructions of wood and stones.
  • Accordingly, the installation of the mentioned bridles is comparatively complex, mainly with respect to the making of the hollow provided in the profile of the top margin or "crest" thereof.
  • The thus made articles of manufacture, moreover, are not adapted to provide a suitable mechanical strength, mainly against great stresses.
  • SUMMARY OF THE INVENTION
  • Accordingly, the aim of the present invention is to overcome the above mentioned drawbacks, by providing a prefabricated element assembly which allows to greatly simplify the making method of the mentioned bridles as conventionally used in water course beds.
  • Within the scope of the above mentioned aim, a main object of the present invention is to provide a prefabricated element assembly, for making bridles for application in water courses, in particular in rivers, which provides articles of manufactures which are very reliable construction-wise.
  • Another object of the present invention is to provide a prefabricated element assembly, for making bridles for application in water courses, which can be used in a very flexible way.
  • According to one aspect of the present invention, the above mentioned aim and objects, as well as yet other objects, which will become more apparent hereinafter, are achieved by a prefabricated element assembly, for making bridles to be used in river beds and the like, characterized in that said assembly comprises a plurality of box caissons each having a substantially parallelepipedal shape, a box-caisson having a rectangular trapezium profile, a square plate and a rectangular plate including an edge at one of the great sides thereof, the mentioned elements being adapted to be joined to one another and/or superimposed onto one another and being furthermore adapted to be mutually restrained by beams, rods or other mechanical restraining elements.
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • Further characteristics and advantages of the prefabricated element assembly according to the present invention, will become more apparent from the following detailed disclosure of a preferred, though not exclusive, embodiment thereof, which is illustrated, by way of an indicative but not limitative example, in the figures of the accompanying drawings, where:
    • Figures 1, 2 and 3 are perspective views respectively showing three types of box caissons having a parallelepipedal shape, and different size;
    • Figure 4 illustrates a box caisson having a trapezoidal profile;
    • Figures 5 and 6 respectively show a flat plate and an edged plate;
    • Figure 7 is a top plan view showing a bridle made by using the above mentioned elements; and
    • Figures 8 and 9 are respectively a longitudinal cross-sectional view and a cross-sectional view of the bridle.
    DESCRIPTION OF THE PREFEREED EMBODIMENT
  • With reference to the figures of the accompanying drawings, the prefabricated element assembly for making bridles to be applied in river beds according to the present invention, comprises a box caisson 1 including a reinforced concrete box like construction, having a substantially parallelepipedal shape.
  • More specifically, this box caisson has unit height and depth and a double width, and is provided on its small walls with a plurality of gaps 2.
  • With the above mentioned first box caisson, a second box caisson 3 cooperates, which has a unit size and is open through one of its walls, there being moreover provided a third cooperating box caisson 4 closed through its four walls and having a suitably greater depth.
  • The subject prefabricated element assembly further comprises another box-like construction 5, also having unit depth and height and a double width.
  • This box-like construction, in particular, is open on one of the small sides thereof, where the two longitudinal walls 5′ thereof are suitably slanted.
  • With the above mentioned box-like constructions or box caissons, cooperate moreover a square plate 6 and a rectangular plate 7, or cover plate, which is provided with an edge 7′ on one of its larger walls.
  • In this connection it should be pointed out that the square plate is provided, on two opposite sides thereof, with annular ridges 8, which are adapted to house anchoring rods 9.
  • The rectangular plate 7, in turn, is provided, at the edge portion thereof, with a plurality of throughgoing holes 10 which are adapted to house a respective end portion of cross-restraining rods.
  • In operation, by arranging the above mentioned box caissons adjoining one another and superimposed onto one another with a longitutidinal gap, it is possible to make the foundation 11 and to perform the elevation 12 of the bridle indicated at 13.
  • In particular, the hollow formation of the bridle, indicated at 14, is laterally delimited by the trapezoidal box caissons 5.
  • At the top of the box caissons defining the bottom line of the hollow, moreover, there are restrained, by means of rods passing through the holes 10, the edged plates or cover plates 7.
  • The latter, in operation, will provide a better constructional stability for the article of manufacture, and, moreover, will favour the flowing of the water.
  • Downstream of the mentioned bridles there are provided a sill element 15, which is suitably slanted, and which is obtained by joining and mutually restraining a plurality of plates 6.
  • At the end of the mentioned sill, there is provided a cross beam 16, made of box caissons, followed by two or more rows of plates 6, equal to the above indicated plates, but not restrained.
  • In this connection it should be moreover added that after installation, the mentioned box caissons will be filled by ciment mortar, concrete or the like.
  • From the above disclosure and the figures of the accompanying drawings, it should be apparent that the present invention fully achieves the intended aim and objects.
  • While the invention has been disclosed and illustrated with reference to a preferred embodiment thereof, it should be apparent that the disclosed embodiment is susceptible to several modifications and variations, all of which will come within the spirit and scope of the appended claims.

Claims (8)

  1. A prefabricated element assembly, for making bridles to be used in river beds and the like, characterized in that said assembly comprises a plurality of box caissons each having a substantially parallelepipedal shape, a box caisson having a rectangular trapezium profile, a square plate and a rectangular plate including and edge at one of the great sides thereof, the mentioned elements being adapted to be joined to one another and/or superimposed onto one another and being furthermore adapted to be mutually restrained by beams, rods or other mechaniccal restraining elements.
  2. A prefabricated element assembly according to claim 1, characterized in that said box caissons comprise a box-like reinforced concrete construction, and that one of said box caissons has unit height and depth and a double width, and being provided with a plurality of gaps on the small walls thereof.
  3. A prefabricated element assembly according to the preceding claims, characterized in that said assembly further comprises a further box caisson having unit size and open through one of the walls thereof, as well as yet another box-caisson closed on the four walls thereof and having a larger depth.
  4. A prefabricated element assembly according to the preceding claims, characterized in that said assembly further comprises another box-like construction also having unit depth and height and a double width, said further box-like construction being open on one of the small sides thereof where the two longitudinal walls of said further construction are suitably slanted.
  5. A prefabricated element assembly according to claim 1, characterized in that said square plate is provided, on two opposite sides thereof, with a plurality of annular ridges adapted to house anchoring rods and that said rectangular plate, in turn, is provided, near an edge thereof, with a plurality of throughgoing holes adapted to house a respective end portion of a plurality of cross restraining rods.
  6. A prefabricated element assembly according to one or more of the preceding claims, characterized in that said box caissons provided with said longitudinal gaps are adapted to be arranged adjoining one another and superimposed onto one another so as to provide the foundation and elevation of a bridle, the hollow portion of which is laterally defined by the trapezoidal shape box caissons.
  7. A prefabricated element assembly according to one or more of the preceding claims, characterized in that said edge plates, or cover plates, are affixed by means of rods passing through related holes, at the top portions of the box caissons defining the bottom line of said hollow and that the sill, provided downstream of the bridle, is made by adjoining and mutually restraining, by rods, a plurality of said flat plates.
  8. A prefabricated element assembly according to one or more of the preceding claims, characterized in that said box caissons are adapted to be mutually engaged so as to provide a cross beam followed by two or more rows of plates equal to the mentioned plates but not restrained.
EP91830393A 1990-10-10 1991-09-25 Prefabricated element assembly for making barrier arrangements in rivers and the like Expired - Lifetime EP0480883B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT2169190 1990-10-10
IT02169190A IT1247892B (en) 1990-10-10 1990-10-10 PREFABRICATED ELEMENTS, FOR THE CONSTRUCTION OF BRIDLES USED IN THE RIVER SYSTEMS

Publications (3)

Publication Number Publication Date
EP0480883A2 true EP0480883A2 (en) 1992-04-15
EP0480883A3 EP0480883A3 (en) 1992-08-05
EP0480883B1 EP0480883B1 (en) 1994-09-07

Family

ID=11185474

Family Applications (1)

Application Number Title Priority Date Filing Date
EP91830393A Expired - Lifetime EP0480883B1 (en) 1990-10-10 1991-09-25 Prefabricated element assembly for making barrier arrangements in rivers and the like

Country Status (4)

Country Link
EP (1) EP0480883B1 (en)
AT (1) ATE111177T1 (en)
DE (1) DE69103860D1 (en)
IT (1) IT1247892B (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999010603A1 (en) * 1997-08-26 1999-03-04 Karl Lage Set of elements for constructing a dam
CN102174803A (en) * 2011-04-01 2011-09-07 中国科学院水利部成都山地灾害与环境研究所 Assembled drainage canal of debris flows and construction method thereof
CN102182163A (en) * 2011-04-02 2011-09-14 中国科学院水利部成都山地灾害与环境研究所 Assembled type debris flow silt dam and construction method thereof
CN102535408A (en) * 2012-02-10 2012-07-04 中国科学院水利部成都山地灾害与环境研究所 Semi-assembly type ecological debris flow check dam, and construction method thereof
CN103276700A (en) * 2013-06-20 2013-09-04 中国科学院、水利部成都山地灾害与环境研究所 Debris flow drainage trough planning and designing method and application thereof

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE828378C (en) * 1950-06-11 1952-01-17 Walter Scherner Panel cladding for embankments
US2834186A (en) * 1955-08-16 1958-05-13 John O Frerichs Apparatus for launching revetment mats and cable clamping means therefor
US3910051A (en) * 1974-05-03 1975-10-07 Joseph A Komisarek Leaching system cavity of preformed components
GB2025494A (en) * 1978-06-29 1980-01-23 Poli G Underwater paving machine and concrete blocks therefor
EP0013535A1 (en) * 1979-01-04 1980-07-23 Rolf Scheiwiller Set of retaining-wall elements and its application
JPS59150810A (en) * 1983-02-17 1984-08-29 Sumitomo Metal Ind Ltd Coastal structure with caisson and its construction

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE828378C (en) * 1950-06-11 1952-01-17 Walter Scherner Panel cladding for embankments
US2834186A (en) * 1955-08-16 1958-05-13 John O Frerichs Apparatus for launching revetment mats and cable clamping means therefor
US3910051A (en) * 1974-05-03 1975-10-07 Joseph A Komisarek Leaching system cavity of preformed components
GB2025494A (en) * 1978-06-29 1980-01-23 Poli G Underwater paving machine and concrete blocks therefor
EP0013535A1 (en) * 1979-01-04 1980-07-23 Rolf Scheiwiller Set of retaining-wall elements and its application
JPS59150810A (en) * 1983-02-17 1984-08-29 Sumitomo Metal Ind Ltd Coastal structure with caisson and its construction

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 8, no. 280 (M-347)(1717) 21 December 1984 & JP-A-59 150 810 ( SUMITOMO KINZOKU KOGYO K.K. ) 29 August 1984 *

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999010603A1 (en) * 1997-08-26 1999-03-04 Karl Lage Set of elements for constructing a dam
CN102174803A (en) * 2011-04-01 2011-09-07 中国科学院水利部成都山地灾害与环境研究所 Assembled drainage canal of debris flows and construction method thereof
CN102174803B (en) * 2011-04-01 2012-10-03 中国科学院水利部成都山地灾害与环境研究所 Assembled drainage canal of debris flows and construction method thereof
CN102182163A (en) * 2011-04-02 2011-09-14 中国科学院水利部成都山地灾害与环境研究所 Assembled type debris flow silt dam and construction method thereof
CN102182163B (en) * 2011-04-02 2012-09-05 中国科学院水利部成都山地灾害与环境研究所 Assembled type debris flow silt dam and construction method thereof
CN102535408A (en) * 2012-02-10 2012-07-04 中国科学院水利部成都山地灾害与环境研究所 Semi-assembly type ecological debris flow check dam, and construction method thereof
CN102535408B (en) * 2012-02-10 2014-02-26 中国科学院水利部成都山地灾害与环境研究所 Semi-assembly type ecological debris flow check dam, and construction method thereof
CN103276700A (en) * 2013-06-20 2013-09-04 中国科学院、水利部成都山地灾害与环境研究所 Debris flow drainage trough planning and designing method and application thereof

Also Published As

Publication number Publication date
EP0480883A3 (en) 1992-08-05
IT9021691A1 (en) 1992-04-10
IT9021691A0 (en) 1990-10-10
EP0480883B1 (en) 1994-09-07
ATE111177T1 (en) 1994-09-15
DE69103860D1 (en) 1994-10-13
IT1247892B (en) 1995-01-05

Similar Documents

Publication Publication Date Title
US4653962A (en) Retaining wall construction and method of manufacture
DE69824882T2 (en) retaining SYSTEM
EP0480883A2 (en) Prefabricated element assembly for making barrier arrangements in rivers and the like
US4832528A (en) Watertight walls for hydraulic structures in compacted concrete and methods for constructing said walls
US3798914A (en) Panel connectors for reinforced concrete diaphragm walls
RU2211287C1 (en) Retaining wall
US2466343A (en) Jetty
DE3176958D1 (en) Multi-purpose precast concrete panels, and methods of constructing concrete structures employing the same
CN105297875B (en) Construction method of integrated catchwater
JPH06280239A (en) Fabricated fish way
US7073300B1 (en) Reinforced concrete part for producing foundations of buildings
JP2017106271A (en) Construction method for sand control weir
CN221167928U (en) Basement outer wall post-pouring strip disassembly-free outer template structure
JP7228284B1 (en) Reinforcement structure and reinforcement method for erosion control dam
JPH02232498A (en) Building method for tunnel and underground tunnel
CN209816933U (en) Abandon slag yard pile buttress and keep off structure
RU2334842C1 (en) Method of flexible lateral bracing erection
JPH05112948A (en) Permanent form and foundation execution method using it
KR100950092B1 (en) A retaining wall structure and construction method
JP2519299B2 (en) Underwater civil engineering structure and its construction method
JPS6328968Y2 (en)
KR810000173Y1 (en) The seashore and river embankment
SU1249164A1 (en) Ferroconcrete lining of underground structure walls
JPS6328973Y2 (en)
JPS58156638A (en) Sheathing block

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT CH DE FR GB LI

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT CH DE FR GB LI

17P Request for examination filed

Effective date: 19921130

17Q First examination report despatched

Effective date: 19940110

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT CH DE FR GB LI

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Effective date: 19940907

REF Corresponds to:

Ref document number: 111177

Country of ref document: AT

Date of ref document: 19940915

Kind code of ref document: T

REF Corresponds to:

Ref document number: 69103860

Country of ref document: DE

Date of ref document: 19941013

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Effective date: 19941208

ET Fr: translation filed
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Effective date: 19950925

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: SICEP INDUSTRIALE DI PINAZZI ITALO & C. S.N.C.

REG Reference to a national code

Ref country code: FR

Ref legal event code: TP

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 19950925

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 19960930

Year of fee payment: 6

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 19961108

Year of fee payment: 6

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19970930

Ref country code: FR

Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY

Effective date: 19970930

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19970930

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST