DE1033393B - Elastic sealing tape to be laid across mine joints - Google Patents
Elastic sealing tape to be laid across mine jointsInfo
- Publication number
- DE1033393B DE1033393B DEW17838A DEW0017838A DE1033393B DE 1033393 B DE1033393 B DE 1033393B DE W17838 A DEW17838 A DE W17838A DE W0017838 A DEW0017838 A DE W0017838A DE 1033393 B DE1033393 B DE 1033393B
- Authority
- DE
- Germany
- Prior art keywords
- sealing tape
- joint
- joints
- laid
- mine
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/54—Sealings for gates
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6807—Expansion elements for parts cast in situ
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
- E21D11/385—Sealing means positioned between adjacent lining members
Description
Quer durch Bergwerksfugen zu legendes elastisches Dichtungsband Es sind bereits quer durch Bauwerksfugen zu legende Dichtungsbänder aus elastischem Kunststoff bekannt, welche zur Anpassung an Fugenerweiterungen einen mittleren Dehnungsteil aufweisen, an den sich beidseitig Verankerungsteile anschließen. Man hat den Dehnungsteil unter anderem schlauchförmig ausgebildet. Bei einer der bekannten Ausführungsformen hat der Schlauch seine größte Querschnittsabmessung senkrecht zur Bandebene. Ein anderes bekanntes Dichtungsband ist in der Mitte faltenförmig ausgebogen.Elastic sealing tape to be laid across mine joints Es are already made of elastic sealing tapes that are to be laid across the construction joints Plastic known, which has a medium expansion part to adapt to joint expansions have, to which anchoring parts are connected on both sides. You have the stretch part among other things tubular. In one of the known embodiments the hose has its largest cross-sectional dimension perpendicular to the plane of the belt. A Another known sealing tape is bent in the middle like a fold.
Es hat sich gezeigt, daß bei der Montage von solchen Kunststoff-Fugenbändern der schlauchartig oder faltenförmig ausgebildete Dehnungsteil sich häufig in unerwünschter Weise verformt, so daß er im eingebauten Zustand bei starker Dehnung unter Umständen reißt. Hat der Dehnungsteil die Form einer offenen Falte, so kann sich während des Baues Beton, Mörtel od. dgl. in der Falte festsetzen. Zweck der Erfindung ist die Beseitigung dieser Nachteile. Die Erfindung besteht darin, daß das in der Mitte falten-oder schlauchförmig ausgebogene Dichtungsband einen in der Mitte geradlinig durchgeführten, das Ausbiegungsmaß festlegenden Steg aufweist, der bei starker Fugenerweiterung reißt. Dieser Steg soll den Dehnungsteil bei der Montage in der richtigen Lage halten.It has been shown that when installing such plastic joint tapes the tube-like or fold-shaped expansion part often becomes undesirable Way deformed, so that it may under certain circumstances be stretched when installed rips. If the expansion part is in the form of an open fold, it may develop during the Set concrete, mortar or the like in the fold. The purpose of the invention is Elimination of these disadvantages. The invention consists in that in the middle Sealing tape bent out in the form of a fold or hose in a straight line in the middle carried out, the deflection determining the web, the with strong joint expansion rips. This web is intended to keep the expansion part in the correct position during assembly.
In der Zeichnung sind in den Fig. 1 bis 4 zwei Ausführungsbeispiele des Erfindungsgegenstandes im Querschnitt dargestellt. Gemäß der ersten Ausführung nach Fig.l ist der Mittelteil 1 des einbetonierten Kunststoff-Fugenbandes in Form eines Schlauches 1' ausgebogen, der frei in der Fuge liegt und dessen größte Querschnittsabmessung sich senkrecht zur Bandebene erstreckt. Dieser Schlauch 1' ermöglicht es dem Dichtungsband, sich starken Erweiterungen der Fuge anzupassen. Erfindungsgemäß weist er einen in der Mitte geschwächten Quersteg 4 auf, der geradlinig in der Bandebene durchgeführt ist und dafür sorgt, daß der Schlauch 1' in der vorgesehenen, die größtmögliche Dehnung erlaubenden Form eingebaut wird. Dem Mittelteil 1 schließen sich beidseitig Seitenteile 2 an. Diese sind von dem Mittelteil 1 durch je einen Vera.nkerungsschlauch 3 getrennt, der durch einen starken Quersteg 4 geteilt ist.In the drawing, FIGS. 1 to 4 show two exemplary embodiments of the subject matter of the invention shown in cross section. According to the first execution According to Fig.l, the middle part 1 of the concrete-cast plastic joint tape is in the form of a hose 1 'bent out, which lies freely in the joint and whose largest cross-sectional dimension extends perpendicular to the plane of the tape. This hose 1 'enables the sealing tape to to adapt to strong extensions of the joint. According to the invention, it has an in the middle weakened transverse web 4, which is carried out in a straight line in the band plane and ensures that the hose 1 'in the intended, the largest possible Form that allows elongation is incorporated. The middle part 1 close on both sides Side panels 2. These are each from the middle part 1 by an anchoring hose 3 separated, which is divided by a strong crossbar 4.
In Fig. ? ist das die Fuge zwischen zwei Bauteilen überbrückende Dichtungsband gemäß Fig. 1 mit infolge starker Zugbeanspruchung gerissenem Quersteg 4 im Zustand einer mittelgroßen Fugenerweiterung dargestellt.In Fig. is the sealing tape that bridges the joint between two components 1 with the transverse web 4 torn as a result of strong tensile stress in the state a medium-sized joint expansion.
Fig. 3 zeigt das gerissene Fugenband in entlastetem Zustand nach einer Wiederverengung der Fuge.Fig. 3 shows the torn joint tape in the relieved state after a Re-narrowing of the joint.
Eine andere Ausführungsform des Fugenbandes ist in Fig. 4 dargestellt. Das Fugenband 11 weist in der Mitte einen faltenförmigen Teil 12 auf, der als Dehnungsteil zur Aufnahme der Bewegungen der die Fuge begrenzenden Bauteile dient. Der von dem Teil 12 umschlossene Hohlraum 13 ist durch eine geradlinig durchgeführte Reißhaut 14 abgeschlossen. Diese gewährleistet, daß die vorgesehene Form des Dehnungsteiles 12 beim Einbau des Dichtungsbandes erhalten bleibt und daß kein Beton, Mörtel od. dgl. in den Hohlraum 13 eindringen kann. Die Rippen 15 dienen zur Verankerung des Bandes. Die Reißhaut 14 ist viel schwächer gehalten als die benachbarten Bandteile. Bei größeren Fugenerweiterungen wird sie so stark auf Zug beansprucht, daß sie reißt und der faltenförmige Teil 12 sich strecken kann.Another embodiment of the joint tape is shown in FIG. The joint tape 11 has a fold-shaped part 12 in the middle, which acts as an expansion part serves to record the movements of the components delimiting the joint. The one from that Part 12 enclosed cavity 13 is through a straight through tear skin 14 completed. This ensures that the intended shape of the expansion part 12 is retained when installing the sealing tape and that no concrete, mortar or. Like. Can penetrate into the cavity 13. The ribs 15 are used to anchor the Band. The tear skin 14 is kept much weaker than the adjacent tape parts. In the case of larger joint expansions, it is subjected to so much tension that it tears and the pleated portion 12 can stretch.
Das Dichtungsband nach der Erfindung wird zur Abdichtung von stark beanspruchten Baufugen verwendet. Es besteht vorzugsweise aus einem nicht alternden, säurebeständigen Kunststoff, wie z. B. Polyvinvlchlorid.The sealing tape according to the invention is used for sealing strong used construction joints. It preferably consists of a non-aging, acid-resistant plastic, such as B. polyvinyl chloride.
Claims (1)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH325731T | 1954-12-08 |
Publications (1)
Publication Number | Publication Date |
---|---|
DE1033393B true DE1033393B (en) | 1958-07-03 |
Family
ID=29256401
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DEW17838A Pending DE1033393B (en) | 1954-12-08 | 1955-11-11 | Elastic sealing tape to be laid across mine joints |
Country Status (5)
Country | Link |
---|---|
US (1) | US2901904A (en) |
CH (1) | CH316099A (en) |
DE (1) | DE1033393B (en) |
DK (1) | DK90820C (en) |
GB (1) | GB784111A (en) |
Families Citing this family (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3048911A (en) * | 1959-04-13 | 1962-08-14 | William H Almon | Emplacement former |
US3172237A (en) * | 1960-04-25 | 1965-03-09 | Detroit Macoid Corp | Waterstop with provision for flexing |
US3139469A (en) * | 1960-09-19 | 1964-06-30 | Marion R Miller | Concrete pipe |
US3128576A (en) * | 1960-11-25 | 1964-04-14 | Detroit Macoid Corp | Waterstop |
US3297800A (en) * | 1961-04-24 | 1967-01-10 | Macoid Ind Inc | Method of securing a waterstop between concrete panels |
US3282057A (en) * | 1961-07-12 | 1966-11-01 | Dow Chemical Co | Underground line and method of installing same |
US3205629A (en) * | 1961-09-15 | 1965-09-14 | Elmore C Rumley | Joint sealing device for building wall panels |
US3440934A (en) * | 1967-04-27 | 1969-04-29 | Robert F Dill | Method and joint structure in monolithically-poured concrete |
US3956557A (en) * | 1972-01-13 | 1976-05-11 | W. R. Grace & Co. | Waterstops |
US4154041A (en) * | 1976-08-25 | 1979-05-15 | Soletanche S.A. | Wall with extensible joints between panels |
US4329080A (en) * | 1980-09-15 | 1982-05-11 | Schlegel Corporation | Joint former |
US4622784A (en) * | 1984-12-18 | 1986-11-18 | Black David A | Pressurized waterstops |
US4862660A (en) * | 1987-07-13 | 1989-09-05 | Raymond Harry W | Foamed panel including an internally mounted stud |
US5007222A (en) * | 1988-11-14 | 1991-04-16 | Raymond Harry W | Foamed building panel including an internally mounted stud |
US6948716B2 (en) * | 2003-03-03 | 2005-09-27 | Drouin Gerard | Waterstop having improved water and moisture sealing features |
ATE534791T1 (en) * | 2004-07-20 | 2011-12-15 | Architectural & Metal Systems Ltd | INSULATED FRAME PART |
EP2476809B1 (en) * | 2011-01-12 | 2015-07-01 | Vermögensverwaltung Kovac GbR | Water stop for longlasting and reliable sealing of joints between constructions |
EP3428357A1 (en) | 2017-07-11 | 2019-01-16 | DEFLEX-FUGENSYSTEME GmbH | Expansion joint tape and compression tape arrangement for permanent reliable joint sealing |
EP3670751B1 (en) | 2018-12-21 | 2024-05-01 | BESAPLAST KUNSTSTOFFE GmbH | Joint sealing device capable of handling heavy loads |
WO2020125827A1 (en) | 2018-12-21 | 2020-06-25 | Besaplast-Kunststoffe Gmbh | Expansion joint band and sealing arrangement for the permanent, reliable sealing of expansion joints between tunnel segments |
CN114164725B (en) * | 2021-12-22 | 2023-05-23 | 江西赣东路桥建设集团有限公司 | Road bridge subgrade pavement and construction method thereof |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2025209A (en) * | 1934-02-10 | 1935-12-24 | James H Jacobson | Expansion and contraction joint |
US2228052A (en) * | 1937-10-26 | 1941-01-07 | Lyle B Gardner | Expansion joint |
US2255599A (en) * | 1938-03-17 | 1941-09-09 | Russell C Olmsted | Expansion joint for roadways |
GB646268A (en) * | 1948-09-28 | 1950-11-15 | Duratube & Wire Ltd | Improvements in or relating to the jointing of adjacent sections of concrete, cement, stone, asphalt and like constructions |
FR1074307A (en) * | 1953-04-03 | 1954-10-05 | Improvements to a sealing device for a joint between constructions |
-
1953
- 1953-07-16 CH CH316099D patent/CH316099A/en unknown
-
1955
- 1955-11-11 DE DEW17838A patent/DE1033393B/en active Pending
- 1955-11-22 GB GB33469/55A patent/GB784111A/en not_active Expired
- 1955-11-23 DK DK383255AA patent/DK90820C/en active
- 1955-12-05 US US551121A patent/US2901904A/en not_active Expired - Lifetime
Non-Patent Citations (1)
Title |
---|
None * |
Also Published As
Publication number | Publication date |
---|---|
GB784111A (en) | 1957-10-02 |
CH316099A (en) | 1956-09-30 |
US2901904A (en) | 1959-09-01 |
DK90820C (en) | 1961-05-01 |
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