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DE1269321B - Expansion joint tape to be set in concrete on both sides - Google Patents

Expansion joint tape to be set in concrete on both sides

Info

Publication number
DE1269321B
DE1269321B DEP1269A DE1269321A DE1269321B DE 1269321 B DE1269321 B DE 1269321B DE P1269 A DEP1269 A DE P1269A DE 1269321 A DE1269321 A DE 1269321A DE 1269321 B DE1269321 B DE 1269321B
Authority
DE
Germany
Prior art keywords
joint
hoses
concrete
expansion
formwork
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.)
Pending
Application number
DEP1269A
Other languages
German (de)
Inventor
Herbert Ender
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to DEP1269A priority Critical patent/DE1269321B/en
Publication of DE1269321B publication Critical patent/DE1269321B/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/68Sealings of joints, e.g. expansion joints

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

Beidseitig einzubetonierendes Dehnungsfugenband Es sind profilierte Fugenbänder aus gummielastischem Kunststoff für die Abdichtung von Dehnungsfugen bei Bauwerken bekannt, die beidseitig mit Verankerungsteilen in die Fugenlaibungen einbetoniert werden und deren in der Mitte des Bandes angeordneter schlauchförmiger Dehnungsteil einen rechteckigen Querschnitt aufweist, um ebene Außenflächen zum Ansetzen der Fugenschalung zu bilden.Expansion joint tape to be concreted in on both sides. They are profiled Joint tapes made of rubber-elastic plastic for sealing expansion joints known in buildings that have anchoring parts in the reveal on both sides are set in concrete and their tubular ones arranged in the middle of the belt Expansion part has a rectangular cross-section to provide flat outer surfaces Forming the joint formwork.

Diese Fugenbänder haben den Nachteil, daß die Fugenschalung bei einseitigem Druck der Frischbetonmasse von der ebenen Auflagefläche des Dehnungsschlauches abgedrückt werden kann und daß bei übermäßiger Fugenverengung oder bei Fugenverschluß der Dehnungsschlauch nicht ausweichen kann und beschädigt oder zerstört wird. Bei Scherbewegungen der durch die Fuge getrennten Bauwerksteile wird außerdem der Dehnungsschlauch an den Verbindungsstellen Verankerungsteil-Dehnungsschlauch durch die scharfe Betonkante unter Umständen eingekerbt und abgeschert.These joint tapes have the disadvantage that the joint formwork with one-sided The pressure of the fresh concrete mass is pressed off the flat contact surface of the expansion hose and that in the event of excessive narrowing of the joints or if the joints are closed, the expansion hose cannot evade and is damaged or destroyed. With shear movements of the The expansion hose is also attached to the structural parts separated by the joint Anchoring part-expansion hose connection points through the sharp concrete edge possibly nicked and sheared off.

Die Erfindung betrifft ebenfalls ein beidseitig einzubetonierendes Dehnungsfugenband aus gummielastischem Material, insbesondere Kunststoff, das aus seitlichen Verankerungsteilen und einem mittleren Schlauchteil mit ebenen Außenflächen zum Ansetzen der Fugenschalung besteht. Der Erfindung liegt die Aufgabe zugrunde, das Fugenband so auszubilden, daß es die aufgezeigten Nachteile der bekannten Fugenbänder nicht aufweist. Die gefundene Lösung besteht darin, daß der Schlauchteil aus zwei im Abstand der Fugenbreite nebeneinanderliegenden Schläuchen besteht und die ebenen Flächen zum Ansetzen der Fugenschalung durch einen oder mehrere Querstege gebildet werden, die die beiden Schläuche miteinander verbinden. Um eine Bildung von Betonzwickeln an dem der Fugenlaibung zugewandten Teil der Schläuche zu vermeiden, empfiehlt es sich, den beiden Schläuchen ein Halbprofil, vorzugsweise ein Halbrundprofil, zu geben, wobei die ebenen Seiten einander zugekehrt sind, so daß sie zusammen mit den Querstegen Paßnuten zum Einsetzen der Fugenschalung bilden.The invention also relates to one to be concreted in on both sides Expansion joint tape made of rubber-elastic material, in particular plastic, made from lateral anchoring parts and a central tube part with flat outer surfaces for attaching the joint formwork. The invention is based on the object to design the joint tape so that it has the disadvantages of the known joint tapes does not have. The solution found is that the hose part consists of two there are hoses lying next to one another at the distance of the joint width and the flat Areas for attaching the joint formwork formed by one or more transverse webs connecting the two hoses. Around a formation of concrete gussets It is advisable to avoid the part of the hoses facing the joint reveal a half profile, preferably a half-round profile, to the two hoses with the flat sides facing each other so that they come together with the transverse webs form fitting grooves for inserting the joint formwork.

Die Abbildung zeigt im Querschnitt beispielsweise ein solches Fugenband, dessen Dehnungsteil aus zwei im Abstand der Fugenbreite nebeneinanderliegenden Schläuchen 2 besteht, die durch zwei Querstege 3 verbunden sind. Die Querstege 3 bilden dabei zusammen mit den ebenen Seiten 4 der mit Halbrundprofil ausgebildeten Schläuche 2 Paßnuten zum Einsetzen der Fugenschalung. Bei übermäßiger Fugenverengung ist eine Beschädigung oder Zerstörung des Dehnungsteiles durch die Betonteile ausgeschlossen, da die beiden Dehnungsschläuche 2 im Beton Hohlräume freihalten, in die die Querstege 3 sich einlegen können. Die Gefahr der Abscherung des Verankerungsteiles 1 vom Dehnungsschlauch 2 bei einer Scherbewegung der durch die Fuge getrennten Bauwerksteile ist dadurch behoben, daß die Verbindung 5 zwischen Verankerungsteil 1 und Dehnungsschlauch 2 in die Tiefe der durch die Dehnungsschläuche gebildeten Hohlräume verlegt und dadurch der Einwirkung scharfer Betonkanten entzogen ist. Außerdem können sich zwischen der Fugenschalung und den Dehnungsschläuchen des Fugenbandes keine die Schläuche gefährdenden Betonzwickel bilden. Ein großer Vorteil bei der Einschalung ist es, daß die Schalung durch die zwischen den beiden Schläuchen 2 gebildete Paßnut ausgerichtet und festgehalten wird.The figure shows, for example, such a joint tape in cross section, its expansion part consists of two hoses lying next to each other at a distance of the joint width 2, which are connected by two transverse webs 3. The transverse webs 3 form it together with the flat sides 4 of the hoses formed with a semicircular profile 2 grooves for inserting the joint formwork. In the event of excessive narrowing of the joints, a Damage or destruction of the expansion part by the concrete parts excluded, because the two expansion hoses 2 in the concrete keep free cavities in which the crosspieces 3 can insert themselves. The risk of the anchoring part 1 shearing off from the expansion tube 2 with a shear movement of the structural parts separated by the joint is thereby fixed that the connection 5 between anchoring part 1 and expansion tube 2 laid in the depth of the cavities formed by the expansion tubes and thereby is protected from the effects of sharp concrete edges. In addition, between the joint formwork and the expansion hoses of the joint tape no hoses form dangerous concrete gussets. A great advantage of shuttering is that the formwork is aligned through the fitting groove formed between the two hoses 2 and is held.

Claims (2)

Patentansprüche: 1. Beidseitig einzubetonierendes Dehnungsfugenband aus gummielastischem Material, insbesondere Kunststoff, bestehend aus seitlichen Verankerungsteilen und einem mittleren Schlauchteil mit ebenen Außenflächen zum Ansetzen der Fugenschalung, dadurch gekennzeichnet, daß der Schlauchteil aus zwei im Abstand der Fugenbreite nebeneinanderliegenden Schläuchen (2) besteht und die ebenen Flächen zum Ansetzen der Fugenschalung durch einen oder mehrere Querstege (3) gebildet werden, die die beiden Schläuche (2) miteinander verbinden. Claims: 1. Expansion joint tape to be set in concrete on both sides made of elastic material, in particular plastic, consisting of lateral anchoring parts and a central hose part with flat outer surfaces for attaching the joint formwork, characterized in that the hose part consists of two hoses (2) lying next to one another at a distance of the joint width and the flat surfaces for attaching the joint formwork are formed by one or more transverse webs (3) which connect the two hoses (2) to one another. 2. Fugenband nach Anspruch 1, dadurch gekennzeichnet, daß die beiden Schläuche (2) ein Halbprofil, vorzugsweise Halbrundprofil, aufweisen und die ebenen Seiten einander zukehren, so daß sie zusammen mit den Querstegen (3) Paßnuten zum Einsetzen der Fugenschalung bilden. In Betracht gezogene Druckschriften: Deutsche Auslegeschrift Nr.1092 630.2. Joint tape according to claim 1, characterized in that the two Hoses (2) have a half profile, preferably a half-round profile, and the flat ones Pages facing each other so that they fit together with the crossbars (3) for Form insertion of the joint formwork. Publications considered: German Interpretation document 1092 630.
DEP1269A 1962-01-20 1962-01-20 Expansion joint tape to be set in concrete on both sides Pending DE1269321B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DEP1269A DE1269321B (en) 1962-01-20 1962-01-20 Expansion joint tape to be set in concrete on both sides

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEP1269A DE1269321B (en) 1962-01-20 1962-01-20 Expansion joint tape to be set in concrete on both sides

Publications (1)

Publication Number Publication Date
DE1269321B true DE1269321B (en) 1968-05-30

Family

ID=5660370

Family Applications (1)

Application Number Title Priority Date Filing Date
DEP1269A Pending DE1269321B (en) 1962-01-20 1962-01-20 Expansion joint tape to be set in concrete on both sides

Country Status (1)

Country Link
DE (1) DE1269321B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007051490A1 (en) * 2007-10-27 2009-04-30 Wolf, Roland Formwork system for producing plate-shaped concrete building part e.g. wall, has sealing element running transverse to both sides of joint level in side strips which are provided for forming creep waterproof boundary surfaces with concrete

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1092630B (en) * 1957-09-13 1960-11-10 Wey Ag Elastic sealing tape to be laid across building joints

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1092630B (en) * 1957-09-13 1960-11-10 Wey Ag Elastic sealing tape to be laid across building joints

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007051490A1 (en) * 2007-10-27 2009-04-30 Wolf, Roland Formwork system for producing plate-shaped concrete building part e.g. wall, has sealing element running transverse to both sides of joint level in side strips which are provided for forming creep waterproof boundary surfaces with concrete

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