EP0296377A2 - Procédé et bande de recouvrement pour l'exécution d'un joint de chaussée sur un joint de construction ou de dilatation - Google Patents

Procédé et bande de recouvrement pour l'exécution d'un joint de chaussée sur un joint de construction ou de dilatation Download PDF

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Publication number
EP0296377A2
EP0296377A2 EP88108583A EP88108583A EP0296377A2 EP 0296377 A2 EP0296377 A2 EP 0296377A2 EP 88108583 A EP88108583 A EP 88108583A EP 88108583 A EP88108583 A EP 88108583A EP 0296377 A2 EP0296377 A2 EP 0296377A2
Authority
EP
European Patent Office
Prior art keywords
cover strip
recess
tips
joint
strip
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
EP88108583A
Other languages
German (de)
English (en)
Other versions
EP0296377B1 (fr
EP0296377A3 (en
Inventor
Christian Dr. Michalski
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.)
H Lafrentz & Co GmbH
Original Assignee
H Lafrentz & Co GmbH
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 H Lafrentz & Co GmbH filed Critical H Lafrentz & Co GmbH
Priority to AT88108583T priority Critical patent/ATE81170T1/de
Publication of EP0296377A2 publication Critical patent/EP0296377A2/fr
Publication of EP0296377A3 publication Critical patent/EP0296377A3/de
Application granted granted Critical
Publication of EP0296377B1 publication Critical patent/EP0296377B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • 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
    • E01C11/12—Packing of metal and plastic or elastic materials

Definitions

  • the invention relates to a method for producing a roadway crossing over a construction or movement joint, in particular on bridges, in which a channel-like recess penetrating the full ceiling thickness is formed at least in the roadway ceiling above the joint, the upper section of the joint with a bitumen-bound, elastoviscose Fills the filling compound, also coats the bottom surface and the flank surfaces of the recess, lays a, preferably metallic cover strip covering the joint on this layer, fills the recess with hot, grit-like bulk material of essentially uniform grain size, the cavities of which are filled with hot bitumen-bound, elastoviscous filling compound and the bulk material layer is optionally compressed and scattered, and a cover strip for carrying out this method.
  • the object of the invention is to improve the method for producing a roadway transition of the type mentioned above and the associated cover strips so that even simple building expansions even larger stretches can be absorbed without cracking.
  • the method of the type mentioned is distinguished according to the invention by the measures of claim 1.
  • the jagged design of the side edges of the cover strip surprisingly allows a much better absorption of larger structural stretches at the joint without crack formation if the specified design limits are observed.
  • the invention further relates to a cover strip made of sheet metal for carrying out the method having the features of patent claim 7.
  • the roadway transition shown in FIG. 1 over a 3 cm wide movement joint 10 comprises a 50 cm wide channel-like recess 11 which continuously penetrates the road surface 16 over its entire width, its bottom surface 13 and its flank surfaces 14 after filling the joint provided with an underfill 15 10 was lined with a bitumen-bound, elastoviscose filling compound with a layer 17 consisting of the same filling compound.
  • a 20 cm wide cover strip 1 made of aluminum sheet with jagged side edges is placed over the joint 10, which was also coated on the top side with the filling compound.
  • bitumen-bound elastoviscose filling compound consisted of 48% by weight of a mixture of bitumen and rubber particles obtained from old tires and 52% by weight of limestone powder and fine-particle sand, and the volume ratio of grit to filling compound was approximately 65%: 35%.
  • the cover strip 1 shown in FIG. 2, made of 2 mm thick aluminum sheet, has continuous rows on both side edges, each of which is delimited by straight tooth edges 2, rectangular teeth 3 with a tooth depth T of 5 cm and a distance A of the tooth tips 4 of 10 cm.
  • the strip width B of the cover strip is 20 cm and the prongs 3 of the opposite side edges are each offset from one another.
  • the modified cover strip 1 shown in FIG. 3 also has a strip width B of 20 cm and on its side edges 2 each have a continuous row of pointed teeth 3 with straight tooth edges 5, an angle ... of 60 ° at the tooth tips 4 and one Distance between the tips of the tips 4 of about 5.6 cm.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Road Repair (AREA)
EP88108583A 1987-06-23 1988-05-28 Procédé et bande de recouvrement pour l'exécution d'un joint de chaussée sur un joint de construction ou de dilatation Expired - Lifetime EP0296377B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT88108583T ATE81170T1 (de) 1987-06-23 1988-05-28 Verfahren und abdeckstreifen zur herstellung eines fahrbahnueberganges ueber eine konstruktions- oder bewegungsfuge.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19873720643 DE3720643A1 (de) 1987-06-23 1987-06-23 Verfahren und abdeckstreifen zur herstellung eines fahrbahnueberganges ueber eine konstruktions- oder bewegungsfuge
DE3720643 1987-06-23

Publications (3)

Publication Number Publication Date
EP0296377A2 true EP0296377A2 (fr) 1988-12-28
EP0296377A3 EP0296377A3 (en) 1989-06-14
EP0296377B1 EP0296377B1 (fr) 1992-09-30

Family

ID=6330080

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88108583A Expired - Lifetime EP0296377B1 (fr) 1987-06-23 1988-05-28 Procédé et bande de recouvrement pour l'exécution d'un joint de chaussée sur un joint de construction ou de dilatation

Country Status (3)

Country Link
EP (1) EP0296377B1 (fr)
AT (1) ATE81170T1 (fr)
DE (2) DE3720643A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2645886A1 (fr) * 1989-04-17 1990-10-19 Viafrance Sa Procede de realisation de joints de chaussee
US5024554A (en) * 1990-02-22 1991-06-18 Koch Materials Company Bridge joint construction
EP0506196A1 (fr) * 1991-03-25 1992-09-30 Hollandsche Beton Groep N.V. Procédé d'étanchéification du joint entre deux parties de chaussée relativement mobiles avec un revêtement de bitume, notamment le joint entre deux tabliers de pont ou un tablier de pont et une culée
CN103938824A (zh) * 2014-04-17 2014-07-23 向延桃 一种板材接缝新工艺

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH405382A (de) * 1959-02-20 1966-01-15 Bolta Werk Gmbh Dehnungsfugenband
GB1318805A (en) * 1971-10-08 1973-05-31 Invernizzi L Expansion joints in pre-stressed reinforced concrete bridges
GB2065203A (en) * 1979-12-17 1981-06-24 Advanced Sealants Ltd Flexible road surfacing
EP0000642B1 (fr) * 1977-07-22 1981-08-19 Thormack Limited Procédé d'étanchéification de joint de tabliers de ponts
EP0161148A1 (fr) * 1984-04-02 1985-11-13 VIAFRANCE Société anonyme française dite: Procédé pour le raccordement des extrémités d'ouvrages d'art à la chaussée et au remblai des ouvrages

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3340780A (en) * 1964-09-11 1967-09-12 Exxon Research Engineering Co Construction of asphalt overlays on rigid concrete pavements
US4279533A (en) * 1980-02-20 1981-07-21 Harry S. Peterson Co., Inc. Roadway expansion joint

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH405382A (de) * 1959-02-20 1966-01-15 Bolta Werk Gmbh Dehnungsfugenband
GB1318805A (en) * 1971-10-08 1973-05-31 Invernizzi L Expansion joints in pre-stressed reinforced concrete bridges
EP0000642B1 (fr) * 1977-07-22 1981-08-19 Thormack Limited Procédé d'étanchéification de joint de tabliers de ponts
GB2065203A (en) * 1979-12-17 1981-06-24 Advanced Sealants Ltd Flexible road surfacing
EP0161148A1 (fr) * 1984-04-02 1985-11-13 VIAFRANCE Société anonyme française dite: Procédé pour le raccordement des extrémités d'ouvrages d'art à la chaussée et au remblai des ouvrages

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2645886A1 (fr) * 1989-04-17 1990-10-19 Viafrance Sa Procede de realisation de joints de chaussee
US5024554A (en) * 1990-02-22 1991-06-18 Koch Materials Company Bridge joint construction
EP0506196A1 (fr) * 1991-03-25 1992-09-30 Hollandsche Beton Groep N.V. Procédé d'étanchéification du joint entre deux parties de chaussée relativement mobiles avec un revêtement de bitume, notamment le joint entre deux tabliers de pont ou un tablier de pont et une culée
CN103938824A (zh) * 2014-04-17 2014-07-23 向延桃 一种板材接缝新工艺

Also Published As

Publication number Publication date
ATE81170T1 (de) 1992-10-15
EP0296377B1 (fr) 1992-09-30
EP0296377A3 (en) 1989-06-14
DE3720643A1 (de) 1989-01-26
DE3720643C2 (fr) 1990-12-20
DE3874976D1 (de) 1992-11-05

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