EP0000642B1 - Verfahren zum Dichten von Fugen in Brückenfahrbahnen - Google Patents

Verfahren zum Dichten von Fugen in Brückenfahrbahnen Download PDF

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Publication number
EP0000642B1
EP0000642B1 EP78300165A EP78300165A EP0000642B1 EP 0000642 B1 EP0000642 B1 EP 0000642B1 EP 78300165 A EP78300165 A EP 78300165A EP 78300165 A EP78300165 A EP 78300165A EP 0000642 B1 EP0000642 B1 EP 0000642B1
Authority
EP
European Patent Office
Prior art keywords
aggregate
channel
binder
rubberized
chips
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.)
Expired
Application number
EP78300165A
Other languages
English (en)
French (fr)
Other versions
EP0000642A1 (de
Inventor
Richard Leslie Cottingham
David John Thorpe
Eric Bickerstaff
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.)
THORMACK Ltd
Original Assignee
THORMACK Ltd
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 THORMACK Ltd filed Critical THORMACK Ltd
Publication of EP0000642A1 publication Critical patent/EP0000642A1/de
Application granted granted Critical
Publication of EP0000642B1 publication Critical patent/EP0000642B1/de
Expired legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/06—Arrangement, construction or bridging of expansion joints
    • E01D19/067—Flat continuous joints cast in situ
    • C—CHEMISTRY; METALLURGY
    • C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L95/00—Compositions of bituminous materials, e.g. asphalt, tar, pitch
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/10—Packing of plastic or elastic materials, e.g. wood, resin
    • E01C11/103—Joints with packings prepared only in situ; Materials therefor
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/10—Packing of plastic or elastic materials, e.g. wood, resin
    • E01C11/106—Joints with only prefabricated packing; Packings therefor
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/06—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
    • E01C23/09—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges
    • E01C23/0906—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for forming, opening-out, cleaning, drying or heating cuts, grooves, recesses or, excluding forming, cracks, e.g. cleaning by sand-blasting or air-jet ; for trimming paving edges
    • E01C23/0953—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for forming, opening-out, cleaning, drying or heating cuts, grooves, recesses or, excluding forming, cracks, e.g. cleaning by sand-blasting or air-jet ; for trimming paving edges by thermal effect, e.g. cutting by melting, cleaning drying or heating with hot jets
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00—Coherent pavings made in situ
    • E01C7/08—Coherent pavings made in situ made of road-metal and binders
    • E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • E01C7/26—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre
    • E01C7/265—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre with rubber or synthetic resin, e.g. with rubber aggregate, with synthetic resin binder

Definitions

  • the present invention relates to a method of sealing bridge deck joints.
  • United States Patent Nos. 3,891,585 and 3,930,100 propose a method of preparing a cracked roadway pavement in which an overlay is provided in the form of a cold patch including a mixture of asphalt and rubber and aggregate. This is applied in a manner similar to a surgical dressing and is totally unsuitable for sealing a bridge deck joint.
  • the present invention is characterized in that the filler composition comprises a flexible composition of chips of aggregate of a given mesh size in a rubberized binder consisting mainly of bitumen, pitch, pitch-tar or tar and in that the chips occupy 40 to 70% by volume of the composition.
  • the resulting bridge deck joint utilizes the aggregate which extends from the bottom of the channel substantially to the top of the channel to take the majority of the loading. Since the aggregate is of a given mesh size, preferably of the order of 20 millimetres mesh size, there is a constant amount of void between the particles of aggregate and these voids are filled with the rubberized binder which gives the resulting joint the necessary flexibility to accommodate expansion and contraction of the joint, and to be able to withstand the heavy loading applied by the traffic.
  • While the flexible composition should have between 40% aggregate and 70% aggregate of the total volume, 50% aggregate is suitable for most roads and 60% aggregate for heavy duty motorway use so that the heavier the traffic loads are to be supported, the higher the proportion of stones are to be used.
  • the rubberized bitumen is preferably a hot poured bitumen composition in which a high proportion of rubber is necessary to give the desired flexibility.
  • the area to be filled is prepared by cutting out and cleaning, e.g. by using a thermic lance.
  • the advantage of using a thermic lance is that it ensures the removal of loose particles and that the material surrounding the cut-out portion is hot. Thereafter, heated stones and hot matrix material are then mixed in situ by a method suitable to ensure a high stone content.
  • premixed hot rubberized aggregate and binder can be produced separately, e.g. in a lorry similar to a cement carrying lorry provided with a heater, and the premixed material is inserted while the road surfacing material is still hot. Since the road surface material on each side of the cut-out portion is still hot, in either event, this ensures a better bond with the flexible composition which is inserted. according to the invention. Using a vibrating poker or plate has been found useful for this purpose.
  • premoulded blocks of chips of aggregate in a matrix of rubberized binder can be made and these can be inserted into the previously cut out area which has been cut out as before, the insertion taking place while the road surfacing material is still hot. This has the advantage that the joint will cool off much more quickly and will be ready for use much earlier.
  • the surface may be tamped, with the addition of smaller surface stones, if necessary, so as to bring the profile up with the profile of the road, while maintaining a high stone content in the surface layer.
  • FIG. 1 there is shown schematically a cross-section through a bridge structure, which comprises a pillar 10 supporting two bridge deck members 11 and 12. Superimposed on the bridge members is the conventional hot rolled asphalt including a lower base layer 13 and an upper wearing layer 14.
  • the asphalt is cut back, to provide a trough across the bridge which has been indicated in chain- dotted lines by the reference numeral 15, and final preparation carried out using a thermic lance.
  • a mixture of rubberized bitumen of the type indicated previously; and for example one of the compositions shown in the Table above, this being indicated by the reference numeral 16.
  • Granite chips, for example of twenty millimetre mesh size, applied in layers, indicated by the reference numeral 17 are inserted throughout the trough and are bound in place by the hot rubberized bitumen 16.
  • smaller stones are inserted. As indicated, the compaction of the lower stones can be caused by using a vibrating poker or plate and the top surface can be tamped with the addition of the smaller surface stones 18.

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Materials Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Health & Medical Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Medicinal Chemistry (AREA)
  • Polymers & Plastics (AREA)
  • Organic Chemistry (AREA)
  • Road Paving Structures (AREA)

Claims (6)

1. Verfahren zum Schließen eines Stosses an einer Brückendecke, bei dem eine kanalartige Ausnehmung in dem die Strassendecke bildenden Material an der StoßsteIle ausgebildet wird, wobei die Ausnehmung sich durch die volle Dicke der Strassendecke und über die Brückenbreite erstreckt, und die Ausnehmung mit einem Füllmaterial, das mit Gummi versetztes Bindemittel und Zuschlag enthält, gefüllt wird, dadurch gekennzeichnet, daß das Füllmaterial eine elastische Zusammensetzung aus stückigen Zuschlag mit vorgegebener Teilchengrösse in einem mit Gummi versetzten Bindemittel ist, das in der Hauptsache aus Bitumen, Pech Teerpech oder Teer besteht, und daß der stückige Zuschlag 40 bis 70 Volumprozent der Zusammensetzung ausmacht.
2. Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß der stückige Zuschlag eine Teilchengrösse nach Siebmaß von 20 mm aufweist.
3. Verfahren nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß nach der Ausbildung der kanalartigen Ausnehmung in der Strassendecke die Ausnehmung mit einer thermischen Lanze gereinigt wird und daß der erhitzte Zuschlag und das Bindemittel in den freigelegten Bereich eingebracht wird während dieser sich noch in heissem Zustand befindet.
4. Verfahren nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß nach der Ausbildung der kanalartigen Ausnehmung in dem Material der Strassendecke die Ausnehmung unter Anwendung einer thermischen Lanze gereinigt wird und daß mit Gummi versetzter Zuschlag und Bindemittel vorgemischt und vorerhitzt und anschließend eingebracht werden während das Material der Strassendecke sich noch in heissem Zustand befindet.
5. Verfahren nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß nach der Ausbildung der kanalartigen Ausnehmung in dem Material der Strassendecke die Ausnehmung unter Anwendung einer thermischen Lanze gereinigt wird, daß das mit Gummi versetzte Bindemittel und der Zuschlag in Form vorgeformter Blöcke des in einer Matrix aus mit Gummi versetztem Bindemittel gehaltenen stückigen Zuschlages vorliegen und daß diese Blöcke eingebracht werden während das Material der Strassendecke sich noch in heissem Zustand befindet.
6. Verfahren nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, daß die Oberfläche, unter Zugabe kleiner die Oberfläche bildender Steine verdichtet wird, um das Profil des Stoßverschlusses auf gleiche Höhe mit dem Strassendeckenprofil zu bringen, wobei in der Oberflächenschicht ein hoher Steingehalt eingehalten wird.
EP78300165A 1977-07-22 1978-07-19 Verfahren zum Dichten von Fugen in Brückenfahrbahnen Expired EP0000642B1 (de)

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
GB3099077 1977-07-22
GB3099077 1977-07-22
GB4254477 1977-10-12
GB4254477 1977-10-12
GB4996877 1977-11-30
GB4996877 1977-11-30

Publications (2)

Publication Number Publication Date
EP0000642A1 EP0000642A1 (de) 1979-02-07
EP0000642B1 true EP0000642B1 (de) 1981-08-19

Family

ID=27258940

Family Applications (1)

Application Number Title Priority Date Filing Date
EP78300165A Expired EP0000642B1 (de) 1977-07-22 1978-07-19 Verfahren zum Dichten von Fugen in Brückenfahrbahnen

Country Status (7)

Country Link
US (1) US4324504A (de)
EP (1) EP0000642B1 (de)
CA (1) CA1139973A (de)
DE (1) DE2860972D1 (de)
HK (1) HK28185A (de)
IT (1) IT1099006B (de)
SG (1) SG93084G (de)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2562108A1 (fr) * 1984-04-02 1985-10-04 Viafrance Sa Procede pour le raccordement des extremites d'ouvrages d'art a la chaussee et au remblai des ouvrages.
WO1987002724A1 (en) * 1985-11-01 1987-05-07 Gem-Seal Of Australia Pty. Ltd. Road and similar surface marking
EP0296377A2 (de) * 1987-06-23 1988-12-28 H. Lafrentz GmbH & Co. Verfahren und Abdeckstreifen zur Herstellung eines Fahrbahnüberganges über eine Konstruktions- oder Bewegungsfuge
FR2653027A1 (fr) * 1989-10-18 1991-04-19 Talvas Jean Yves Procede de marquage pour terrains stabilises ou engazonnes et machines pour la mise en óoeuvre de ce procede.
EP0459061A1 (de) * 1990-06-01 1991-12-04 Sho-Bond Corporation Dehnungsfuge für Brücken
EP0857824A1 (de) 1997-02-06 1998-08-12 Heijmans Infrastructuur & Milieu B.V. Verfahren zum Abdecken einer Verbindungsstelle in einer Strassenoberfläche und so hergestellte Verbindungsstelle
US6561728B1 (en) 1999-04-09 2003-05-13 Freyssinet International (Stup) Method for producing a road joint, and joint obtained by the method

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5024554A (en) * 1990-02-22 1991-06-18 Koch Materials Company Bridge joint construction
CN1038056C (zh) * 1992-05-18 1998-04-15 西安公路学院 双组分弹性混合料桥梁伸缩缝装置
FR2717512B1 (fr) * 1994-03-21 1996-05-31 Philippe Chapuis Joint de chaussée à feuilles.
US5513927A (en) * 1994-08-01 1996-05-07 Baker; Richard J. Bridge joint construction
US5649784A (en) * 1995-06-16 1997-07-22 Pavetech International, Inc. Expansion joint system and method of making
US6491472B1 (en) * 1999-07-09 2002-12-10 Chia Lung Lu Construction method for protecting the airplane runway surface from being cracked to spit out crush stones
JP3371102B2 (ja) * 2000-02-23 2003-01-27 ショーボンド建設株式会社 橋梁伸縮継手
WO2002040806A2 (en) * 2000-11-14 2002-05-23 Lu, Eric, Chia-Chun Processes of finishing slits of surface layer of airplane runway
US6688808B2 (en) * 2002-06-12 2004-02-10 Hee Jang Lee Prefabricated cement concrete slab for road pavement
US8790038B2 (en) 2012-11-30 2014-07-29 Dynamic Surface Applications, Ltd. Expansion joint and methods of preparing same
KR102179705B1 (ko) 2018-08-21 2020-11-17 (주)우주엔지니어링 도로구조물용 신축 조인트 및 그 시공방법

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US1817933A (en) * 1924-06-26 1931-08-11 Carey Philip Mfg Co Bituminous product
US1891897A (en) * 1926-05-13 1932-12-20 Carey Philip Mfg Co Crowning device for expansion joints
US1654793A (en) * 1926-09-08 1928-01-03 Cowen Esbon Bezzle Expansion joint
GB283561A (de) * 1927-01-15 1928-04-05 Cuno Pohlig
US1926516A (en) * 1930-03-22 1933-09-12 Pittsburgh Steel Co Road joint and method of making same
US2103648A (en) * 1934-02-03 1937-12-28 Walter O Snelling Method of sealing expansion joints
US2104059A (en) * 1934-06-28 1938-01-04 Walter O Snelling Method of sealing expansion joints
US2221431A (en) * 1936-01-17 1940-11-12 Para Bond Corp Of America Structural material
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US2339556A (en) * 1938-05-25 1944-01-18 Firestone Tire & Rubber Co Expansion joint
US2348188A (en) * 1942-12-01 1944-05-09 William F Boyer Ship decking
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GB668026A (en) * 1949-07-20 1952-03-12 Us Rubber Co Improvements in expansion joints
US2910922A (en) * 1958-08-19 1959-11-03 Allied Materials Corp Compositions containing coal tar and a polysulfide polymer and pavement sealed therewith
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CH377871A (fr) * 1962-07-11 1964-05-31 Sogerep S A Machine pour le séchage d'interstices tels que joints de dilatation d'éléments en béton
DE1534195A1 (de) * 1965-11-11 1969-02-06 Werner Fass Herstellungsverfahren fuer Betonbahnen
FR1503610A (fr) * 1966-08-26 1967-12-01 Sinmast France Sa Joint de dilatation pour chaussées et ouvrages d'art
US3930100A (en) * 1966-10-21 1975-12-30 Charles H Mcdonald Elastomeric cold patch for pavement repair
US3891585A (en) * 1966-10-21 1975-06-24 Charles H Mcdonald Elastomeric pavement repair composition for pavement failure and a method of making the same
US4069182A (en) * 1966-10-21 1978-01-17 Mcdonald Charles H Elastomeric pavement repair composition
US3503311A (en) * 1968-09-26 1970-03-31 Phillips Petroleum Co Joint and crack seal and method for sealing joints and cracks
GB1302701A (de) * 1969-01-10 1973-01-10
DE1908200C3 (de) * 1969-02-19 1980-05-22 Chemische Fabrik Biebrich Vorm. Seck & Dr. Alt, Gmbh, 6200 Wiesbaden Vorrichtung zum Trocknen und Heizen von Fugen
FR2050761A5 (en) * 1969-06-24 1971-04-02 Mines Bitume Asph Centre Asphalt road surfacing compsn
AT307960B (de) * 1970-04-21 1973-06-12 Skega Ab Verfahren zur Herstellung einer Pflasterungsmasse
CH556724A (de) * 1971-02-05 1974-12-13 Brandenberger Ernst Sauerstoff-brennlanze zur erzeugung von oeffnungen in beton, gestein, gebaeudemauern u. dgl.
DE2105779C3 (de) * 1971-02-08 1975-04-24 Th. Goldschmidt Ag, 4300 Essen Verfahren zur Herstellung von FugenverguBmassen
GB1318805A (en) * 1971-10-08 1973-05-31 Invernizzi L Expansion joints in pre-stressed reinforced concrete bridges
US3838931A (en) * 1972-05-29 1974-10-01 A Valla Elastic road bridge joint
CH553291A (de) * 1972-08-09 1974-08-30 Stahlton Ag Fugenkonstruktion in betonbauwerken, insbesondere in fahrbahnplatten, sowie verfahren zur herstellung einer solchen fugenkonstruktion zwischen fahrbahnplatten.
IT982480B (it) * 1973-02-12 1974-10-21 Invernizzi L Giunto per ponti in cemento armato precompresso

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2562108A1 (fr) * 1984-04-02 1985-10-04 Viafrance Sa Procede pour le raccordement des extremites d'ouvrages d'art a la chaussee et au remblai des ouvrages.
EP0161148A1 (de) * 1984-04-02 1985-11-13 VIAFRANCE Société anonyme française dite: Verfahren zum Verbinden von Brückenenden mit der Fahrbahn und der Aufschüttung
WO1987002724A1 (en) * 1985-11-01 1987-05-07 Gem-Seal Of Australia Pty. Ltd. Road and similar surface marking
EP0296377A2 (de) * 1987-06-23 1988-12-28 H. Lafrentz GmbH & Co. Verfahren und Abdeckstreifen zur Herstellung eines Fahrbahnüberganges über eine Konstruktions- oder Bewegungsfuge
DE3720643A1 (de) * 1987-06-23 1989-01-26 Lafrentz Gmbh & Co H Verfahren und abdeckstreifen zur herstellung eines fahrbahnueberganges ueber eine konstruktions- oder bewegungsfuge
EP0296377A3 (en) * 1987-06-23 1989-06-14 H. Lafrentz Gmbh & Co. Method and cover-strip for the preparation of a roadway-joint over a structural or settlement joint
FR2653027A1 (fr) * 1989-10-18 1991-04-19 Talvas Jean Yves Procede de marquage pour terrains stabilises ou engazonnes et machines pour la mise en óoeuvre de ce procede.
EP0424297A1 (de) * 1989-10-18 1991-04-24 Jean-Yves Talvas Vorrichtung und Verfahren zur Markierung von Sportfeldern
EP0459061A1 (de) * 1990-06-01 1991-12-04 Sho-Bond Corporation Dehnungsfuge für Brücken
EP0857824A1 (de) 1997-02-06 1998-08-12 Heijmans Infrastructuur & Milieu B.V. Verfahren zum Abdecken einer Verbindungsstelle in einer Strassenoberfläche und so hergestellte Verbindungsstelle
US6561728B1 (en) 1999-04-09 2003-05-13 Freyssinet International (Stup) Method for producing a road joint, and joint obtained by the method

Also Published As

Publication number Publication date
CA1139973A (en) 1983-01-25
SG93084G (en) 1985-04-04
HK28185A (en) 1985-04-12
EP0000642A1 (de) 1979-02-07
DE2860972D1 (en) 1981-11-12
IT1099006B (it) 1985-09-18
US4324504A (en) 1982-04-13
IT7825984A0 (it) 1978-07-21

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