DE6909498U - JOINT TAPE. - Google Patents

JOINT TAPE.

Info

Publication number
DE6909498U
DE6909498U DE6909498U DE6909498U DE6909498U DE 6909498 U DE6909498 U DE 6909498U DE 6909498 U DE6909498 U DE 6909498U DE 6909498 U DE6909498 U DE 6909498U DE 6909498 U DE6909498 U DE 6909498U
Authority
DE
Germany
Prior art keywords
joint tape
locking cams
tape
cams
joint
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
DE6909498U
Other languages
German (de)
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.)
Gruenau Illertissen GmbH
Original Assignee
Chemische Fabrik Gruenau AG
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 Chemische Fabrik Gruenau AG filed Critical Chemische Fabrik Gruenau AG
Priority to DE6909498U priority Critical patent/DE6909498U/en
Publication of DE6909498U publication Critical patent/DE6909498U/en
Expired 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
    • E04B1/38Connections for building structures in general
    • E04B1/48Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/483Shear dowels to be embedded in concrete

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)

Description

GIIISMISCIIIi FABRIK GRÜNAU GmbH ILLERTISSGN/bAYERN, POSTFACH .'49/5ο GIIISMISCIIIi FABRIK GRÜNAU GmbH ILLERTISSGN / BAYERN, POSTFACH .'4 9 / 5ο

FugenbandJoint tape

Die Erfindung betrifft ein Fugonband zum Einbau in Bauteile aus hydraulisch abbindenden Baustoffen.The invention relates to a Fugon tape for installation in components made of hydraulically setting building materials.

Us sind unter anderem Fugenbänder bekannt, insbesondere auch Arbeitsfugenbänder, bei denen durch Sperrnocken, die zugleich als Verankerung dienen, das Umlaufen von Wasser verhindert wird. Diese Sperrnocken sind box den bekannten Ausführungen einseitig auf dem Band angebracht. Us are among other things known waterstops, in particular also construction waterstops, in which the circulation of water is prevented by locking cams, which also serve as anchoring. These locking cams are the known designs on one side of the belt.

Es wurde nun gefunden, daß es möglich ist, Arbeitsfugenbänder speziell bei horizontal ebenen Arbeitsfugen ohne besondere Defest igungsmaßnahmen zu verwenden, wenn diese Fugenbänder Sperrnocken auf beiden Seiten des Fugenbandes aufweisen. Durch seine Form und Abmessungen wird das Verlegen des Fugenbandes durch Die Armierung des Detons nicht gestört.It has now been found that it is possible to use construction waterstops, especially for horizontally level construction joints, without any particular Defest ication measures to be used when these waterstops have locking cams on both sides of the joint tape. Due to its shape and dimensions, the laying of the joint tape is easy The armouring of the deton was not disturbed.

In der Abbildung I ist eine beispielsweise Ausführung eines solchen Arbeitsfugenbandes und sein Einbau in die Bauwerktdle dargestellt. Das Fugenband besteht aus einem flachen Streifenkörper I, der auf beiden Seiten Sperrnocken 2 und 3 besitzt. Das Einlegen dieses Fugenbandes erfolgt, wenn der Beton '+ bis zur Höhe der künftigen Arbeitsfuge eingebracht, verdichtet und geglättet ist, und zwar noch in verarbeitbarer Konsistenz. Das Fugenband wird in den Sohlenbeton bis zur Mittelachse eingearbeitet. In diesem Stadium läßt man den Beton aushärten» Bei der Herstellung des zweiten Bauwerk— teils umhüllt der Beton die oberen Sperrnocken 2, wobei es zudem m öglich ist, den Zwischenraum zwischen den Sperrnocken mit Feinbeton zu füllen, wodurch die Sperrwirkung des Fugenbandes erhöht wird.In Figure I is an example implementation of a such construction joint tape and its installation in the Bauwerktdle shown. The joint tape consists of a flat strip body I with locking cams 2 and 3 on both sides owns. This joint tape is inserted when the concrete '+ is inserted up to the level of the future construction joint, is compacted and smoothed, and even more workable Consistency. The joint tape is worked into the concrete base up to the central axis. At this stage one lets harden the concrete »During the production of the second building part, the concrete envelops the upper locking cams 2, whereby it It is also possible to fill the space between the locking cams with fine concrete, which increases the locking effect of the joint tape is increased.

Die Abbildung 2 zeigt ein Fugenband mit jeweils einem Sperrnocken auf beiden Seiten des Bandes 5» die Abbildung 3 ein „j ΒΛηα mit zwei Sperrnocken.Figure 2 shows a joint tape with a locking cam on both sides of the tape 5 »Figure 3 a "J ΒΛηα with two locking cams.

_ 9' ■__ 9 '■ _

Hoim Einsatz von mehreren Sperrnocken kann der letzte NockenIf several locking cams are used, the last cam can be used

am Ende des Bandes nach Abbildung k angebracht werden, wobei " attached to the end of the tape as shown in Figure k , where "

das !"landende lediglich als kurze Markierungsnase ausgebildetdas! "Landing only designed as a short marker nose

Hei den in den Abbildungen 2 bis h im Querschnitt dargestellten Ausführungen sind die an dem Band 5 angesetzten Sperrnocken 6 als durchlaufende Leisten ausgebildet, deren äusserstes Ende einen sich erweiternden Querschnitt besitzt. Hierdurch wird eine besonders gute Sperrwirkung gegen den Wasserumlauf und eine einwandfreie Verankerung in den Detonteilen gewährleistet, und ferner die Armierung 7 des Betons nicht gestört.In the embodiments shown in cross-section in Figures 2 to h, the locking cams 6 attached to the belt 5 are designed as continuous strips, the outermost end of which has a widening cross-section. This ensures a particularly good blocking effect against the circulation of water and perfect anchoring in the detonation parts, and furthermore the reinforcement 7 of the concrete is not disturbed.

Die Fugenbänder können wie Fugenbänder im allgemeinen aus alterungsbeständigen elastischen Kunststoffen, z.B. Polyvinylchlorid oder Kunstkautschuk, hergestellt werden.The waterstops, like waterstops, can generally be made of age-resistant elastic plastics, e.g. polyvinyl chloride or synthetic rubber.

-3--3-

Claims (3)

ι ι ι ι ι 1 I>| 1 I I I ι iiii I I „ 3 „ 1 I ■■fa ' Ί) Wnsprücheι ι ι ι ι 1 I> | 1 I I I ι iiii I I "3" 1 I ■■ fa 'Ί) Desires 1. Fugenband zum Einbau in Bauteile aus hydraulisch abbindenden Baustoffen, das mit Sperrnocken versehen ist, dadurch gekennzeichnet, daß die Sperrnocken au,f beiden Seiten des Bandes vorgesehen sind.1. Joint tape for installation in components made of hydraulically setting building materials, which is provided with locking cams, characterized in that the locking cams au, f are provided on both sides of the tape. 2. Fugenband nach Anspruch 1, dadurch gekennzeichnet, daß die Sporrnocken als durchlaufende Leisten ausgebildet sind, deron äußerstes Ende einen sich erweiternden Querschnitt besitzt.2. Joint tape according to claim 1, characterized in that the spur cams are designed as continuous strips, the outermost end of which has a widening cross-section. 3. Fugenband nach Anspruch 1, dadurch gekennzeichnet, daß Form und Abmessungen den Einbau ohne Rücksicht auf die vorhandene oder einzubringende Betonarmierung ermöglichen,3. Joint tape according to claim 1, characterized in that the shape and dimensions of the installation regardless of the existing or allow concrete reinforcement to be introduced, Frankfurt/M, den 3.3.1969."
Schn/Sa
Frankfurt / M, March 3rd, 1969. "
Schn / Sat
DE6909498U 1969-03-10 1969-03-10 JOINT TAPE. Expired DE6909498U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE6909498U DE6909498U (en) 1969-03-10 1969-03-10 JOINT TAPE.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE6909498U DE6909498U (en) 1969-03-10 1969-03-10 JOINT TAPE.

Publications (1)

Publication Number Publication Date
DE6909498U true DE6909498U (en) 1973-07-05

Family

ID=34086932

Family Applications (1)

Application Number Title Priority Date Filing Date
DE6909498U Expired DE6909498U (en) 1969-03-10 1969-03-10 JOINT TAPE.

Country Status (1)

Country Link
DE (1) DE6909498U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3036620A1 (en) * 1980-09-29 1982-04-22 Kempf, Walter, 1000 Berlin Damp-proof concrete bridge slab cover - has rib protrusions on pref. elastomer strip profile engaging side seal

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3036620A1 (en) * 1980-09-29 1982-04-22 Kempf, Walter, 1000 Berlin Damp-proof concrete bridge slab cover - has rib protrusions on pref. elastomer strip profile engaging side seal

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