DE1784675B2 - ELASTIC JOINT INSERT FOR ROAD CEILINGS OR DGL - Google Patents
ELASTIC JOINT INSERT FOR ROAD CEILINGS OR DGLInfo
- Publication number
- DE1784675B2 DE1784675B2 DE19681784675 DE1784675A DE1784675B2 DE 1784675 B2 DE1784675 B2 DE 1784675B2 DE 19681784675 DE19681784675 DE 19681784675 DE 1784675 A DE1784675 A DE 1784675A DE 1784675 B2 DE1784675 B2 DE 1784675B2
- Authority
- DE
- Germany
- Prior art keywords
- beads
- joint insert
- bead
- joint
- insert
- 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
Links
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
-
- 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
- E01C11/126—Joints with only metal and prefabricated packing or filling
Description
nach unten offen und können Hilfshalteelemente in Form von Ringen 67 aufnehmen, die in den Halteteilen 63 angeordnet und an deren Grund, beispielsweise durch Verschweißen, befestigt sind.open at the bottom and can accommodate auxiliary holding elements in the form of rings 67 that are in the holding parts 63 are arranged and attached to their base, for example by welding.
Beim Einsetzen in die Längsbohrungen 64 werden die Sicherungsglieder 65 durch die Ringe 67 hindurchgeführt, wodurch die Verankerung des Gummistreifens 61 an den beiden Halteteilen 63 gesichert wird.When inserted into the longitudinal bores 64, the securing members 65 are passed through the rings 67, whereby the anchoring of the rubber strip 61 on the two holding parts 63 is secured will.
Die Halteteile 63 werden vorher an den Stahlbeton-Randteilen 69 mittels geteilter Anker 68 befestigt. Die Anker 68 sind mit der Unterseite jedes Halteventils 63 verschweißt und in die Stahlbeton-Randteile 69 eingebettet.The holding parts 63 are previously attached to the reinforced concrete edge parts 69 by means of split anchors 68. The anchors 68 are welded to the underside of each retaining valve 63 and into the reinforced concrete edge portions 69 embedded.
Wenn, wie in F i g. 1 gezeigt, die Stahlteile 71, 71' der Abschnitte 21', 22' ebene Oberseiten aufweisen, werden die vorgefertigten Stahlbeton-Randteile 69 mit den an ihnen befestigten Halteteilen 63 lösbar mittels Bolzen 70 an den Oberseiten der Abschnitte 21', 22' so befestigt, daß die Stahlbeton-Randteile 69 auf den Oberseiten der Stahlteile 71, 71' aufruhen.If, as in FIG. 1 shown, the steel parts 71, 71 'of the sections 21', 22 'have flat upper sides, the prefabricated reinforced concrete edge parts 69 with the holding parts 63 attached to them are detachable fastened by means of bolts 70 to the upper sides of the sections 21 ', 22' in such a way that the reinforced concrete edge parts 69 rest on the tops of the steel parts 71, 71 '.
Hierdurch wird der Zusammenbau und das Einsetzen der Fugeneinlage 60 wesentlich erleichtert, da es nicht notwendig ist, Zement, Mörtel od. dgl. bei der Herstellung der Verbindung zu verwenden. Die Fugeneinlage 60, die Halteteile 63 und die Stahlbeton-Randteile 69 werden in einfacher Weise dadurch befestigt, daß in die untere Schicht reichende Bolzen 70 durch die Stahlbeton-Randteile 69 geführt und auf diesen befindliche Muttern festgezogen werden.This makes the assembly and the insertion of the joint insert 60 much easier, since it it is not necessary to use cement, mortar or the like when making the connection. The joint insert 60, the holding parts 63 and the reinforced concrete edge parts 69 are fastened in a simple manner by that in the lower layer reaching bolts 70 passed through the reinforced concrete edge parts 69 and on these nuts are tightened.
ίο Eine Fahrbahndecke wird in an sich bekannter Weise nach dem Einbau der Fugeneinlage 60 dadurch hergestellt, daß die Zwischenschicht 25 a auf die untere Schicht aufgelegt und dann die Deckschicht 25 bündig mit der Oberseite des Gummistreifens 61 aufgebracht wird.ίο A road surface becomes more familiar in itself Way after the installation of the joint insert 60 produced in that the intermediate layer 25 a the lower layer is placed and then the top layer 25 is flush with the top of the rubber strip 61 is applied.
Zum Ausbauen der Fugeneinlage 60 werden die Sicherungsglieder 65 aus den Längsbohrungen 64 entfernt und der Streifen 61 wird dadurch abgenommen, daß die Wülste 62, die sich dann frei verformenTo remove the joint insert 60, the securing members 65 are removed from the longitudinal bores 64 removed and the strip 61 is removed in that the beads 62, which then deform freely
ao können, aus den Halteteilen 63 herausgezogen werden. ao can be pulled out of the holding parts 63.
Hierzu 1 Blatt Zeichnungen1 sheet of drawings
Claims (3)
Ränder nach unten gerichtete und nach unten er- Zwei benachbarte Abschnitte 21' und 22' der weiterte Wülste aufweist, die durch U-förmige Fahrbahndecke weisen Stahlbeton-Randteile 69 auf. Halteteile mit den betreffenden Bauteilen verbun- Sie liegen auf Winkelschenkeln profilförmiger Stahlden sind, dadurch gekennzeichnet, teile 71, 71'. Zwischen den Abschnitten 21', 22' bedaß jeder Wulst (62) eine Längsbohrung und ein io findet sich die Fuge 26.1. Elastic joint insert for roadway design Fig. 5 a partial cross-section in or the like. 4th
Edges directed downwards and downwards. Holding parts are connected to the relevant components. They lie on angle legs of profile-shaped steel, characterized in that parts 71, 71 '. Between the sections 21 ', 22', each bead (62) had a longitudinal bore and the joint 26 was found.
laufen. Für den Einbau der Fugeneinlage 60 werden die3. Joint insert according to claim 1 or 2, there being a profile in the manner of a symmetrical trapezoid, characterized in that the holding parts (63) have a width A at its upper end and a substantially greater width without interruption along the beads (62) B at its lower end,
to run. For the installation of the joint insert 60, the
gebrochen werden müssen. Wenn der Gummistreifen 61 geradegerichtet wird,The invention is based on the object of designing the foot, from which the reduced width B ' on the lower counter-insert, so that it can be seen in the event of a damaged end which can be easily replaced, i.e. without the Spreads cover material and z. B. Fastening bolts out- 45 63 is.
need to be broken. When the rubber strip 61 is straightened,
betreffenden Halteteil aus der Längsbohrung heraus- Jeder Wulst 62 ist mit einer Längsbohrung 64,According to the invention, this object is achieved in that the beads 62 return to their original shape in that each bead, as is known per se, has one in the holding parts 63, in which the beads 62 through the longitudinal bore and a securing dovetail shape located therein and the holding member has, which are firmly anchored to release the bead on the 50 teteile 63,
relevant holding part out of the longitudinal bore - each bead 62 is provided with a longitudinal bore 64,
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT2017367 | 1967-09-06 | ||
IT2017367 | 1967-09-06 |
Publications (3)
Publication Number | Publication Date |
---|---|
DE1784675A1 DE1784675A1 (en) | 1972-01-27 |
DE1784675B2 true DE1784675B2 (en) | 1973-01-25 |
DE1784675C DE1784675C (en) | 1973-08-09 |
Family
ID=
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0009584A1 (en) * | 1978-09-28 | 1980-04-16 | Kober AG | Covering for expansion joints in motorways, particularly bridges |
DE3631993A1 (en) * | 1985-09-23 | 1987-03-26 | Metalines Inc | EXPANDING FIRE BARRIER SYSTEM |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0009584A1 (en) * | 1978-09-28 | 1980-04-16 | Kober AG | Covering for expansion joints in motorways, particularly bridges |
DE3631993A1 (en) * | 1985-09-23 | 1987-03-26 | Metalines Inc | EXPANDING FIRE BARRIER SYSTEM |
Also Published As
Publication number | Publication date |
---|---|
ES358059A2 (en) | 1970-04-01 |
BE717571A (en) | 1968-12-16 |
SE332009B (en) | 1971-01-25 |
DE1784675A1 (en) | 1972-01-27 |
GB1170216A (en) | 1969-11-12 |
US3555981A (en) | 1971-01-19 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C3 | Grant after two publication steps (3rd publication) |