CH316099A - Plastic joint insert - Google Patents
Plastic joint insertInfo
- Publication number
- CH316099A CH316099A CH316099DA CH316099A CH 316099 A CH316099 A CH 316099A CH 316099D A CH316099D A CH 316099DA CH 316099 A CH316099 A CH 316099A
- Authority
- CH
- Switzerland
- Prior art keywords
- joint insert
- plastic joint
- insert according
- plastic
- central
- Prior art date
Links
- 238000004873 anchoring Methods 0.000 claims description 6
- 238000007789 sealing Methods 0.000 claims description 6
- 238000007493 shaping process Methods 0.000 claims description 2
- 230000001419 dependent effect Effects 0.000 claims 2
- 239000011324 bead Substances 0.000 claims 1
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
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 OR ROCK 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
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Ocean & Marine Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Building Environments (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
Kunststoff-Fugeneinlage Die vorliegen de Erfindung bezieht- sich auf eine Kunststoff-Fugeneinlage. Es wurde bereits vorgeschlagen, an Stelle der üblichen Kupfer- und Bleibleche zur Abdichtung von stark beansprueliten Baufugen Kunststoff einlagen zti verwenden. Die erfindungsgemässe Fugeneinlage ist gekennzeichnet durch einen mittleren,
durch Formgebung in der Quer richtung elastisch nachgiebigen Teil und durch an zwei Seiten des mittleren Teils ansehlie- sseiide, init Dichtungsmitteln versehene Teile.
Auf beilieender Zeichnung sind Ausfüh rungsbeispiele' des Erfindungsgegenstandes dargestellt, und zwar zeigen: Fig. 1 bis 3 verschiedene Profile von Kunststoff-Fugeneinlagen -und die FiQ. 4 und ä eine als Kreuzstück ausgebil dete Fugeneinlage in Ansicht und im Quer schnitt.
Die Kunststoff-Fugeneinlage weist gemiss dem ersten Ausführungsbeispiel einen mitt leren, elastisch nachgiebigen Dehnungsteil 1 auf, welcher sich streifenförmig in der Länäs- riehtung erstreckt und zur Aufnahme der Bewegungen der abzudichtenden Teile dient. Dieser Dehnungsteil 1 ist schlauchartig aus gebildet, wobei die grösste Dimension des Schlauches im Querschnitt sich senkrecht zur Bandfläche erstreckt.
Dem Dehnungsteil schliessen sieh beidseitig gerippte Lappen 2 an, welche. die Dichtungsteile bilden. Die Rip pen 2' wirken als Schikanen gegen das Flüs- sigkeitskrieehen. Zur Verankerung der Lap pen weisen diese je einen sieh parallel zum Schlauch erstreckenden Vera-nkerungs\vulst 3 auf. Diese sind im Querschnitt voll. Die in der Fig. 2 gezeigte Ausbildung unterscheidet sich von der beschriebenen nur dadurch, dass die Verankerungsteile 1 schlauchartig ausgebildet sind.
In der Fig. 2 ist ein Profil gezeigt, welches einen mittleren Streifen 5 besitzt, in dessen Mitte als Dehnungsteil sieh ein Schlauch 6 erstreckt. Der Streifen ist. seitlich durch Verankerungsrippen 7 begrenzt. Die Dich tungslappen 8 sind mit Rippen 9 versehen. Der Schlauch 6 und die mittleren Streifen 5 bilden den Dehnungsteil. Die letzte Variante (Fig. 4, 5) ist. als Krelizungsstücl@ ausgebil det, welches an den Stellen, wo sich zwei Fugen kreuzen, eingesetzt wird.
Der Deh nungsteil weist zwei sich kreuzende Schläuche 10 auf, die den Ausgleich von Verschiebungen in zwei zueinander senkrechten Richtungen gestatten. Die sieh den Dehnungsstellen an schliessenden Dichtungslappen 11 sind wie derum mit Rippen 1"?' versehen.
Plastic joint insert The present invention relates to a plastic joint insert. It has already been proposed to use plastic inserts in place of the usual copper and lead sheets for sealing heavy-duty construction joints. The joint insert according to the invention is characterized by a middle,
by shaping in the transverse direction elastically flexible part and by parts provided with sealing means on two sides of the central part.
On the accompanying drawing Ausfüh approximately examples' of the subject invention are shown, namely show: Fig. 1 to 3 different profiles of plastic joint inserts - and the FiQ. 4 and ä a joint inlay designed as a cross piece in view and in cross section.
According to the first exemplary embodiment, the plastic joint insert has a central, elastically flexible expansion part 1, which extends in the form of a strip in the longitudinal direction and serves to accommodate the movements of the parts to be sealed. This expansion part 1 is formed like a hose, the largest dimension of the hose in cross section extending perpendicular to the belt surface.
The expansion part is followed by flaps 2 ribbed on both sides, which. form the sealing parts. The ribs 2 'act as harassment against the liquid creeping. To anchor the flaps, they each have an anchorage 3 that extends parallel to the tube. These are full in cross section. The design shown in FIG. 2 differs from the one described only in that the anchoring parts 1 are designed like tubes.
In FIG. 2 a profile is shown which has a central strip 5, in the middle of which a tube 6 extends as an expansion part. The strip is. bounded laterally by anchoring ribs 7. The up device tab 8 are provided with 9 ribs. The tube 6 and the middle strips 5 form the expansion part. The last variant (Fig. 4, 5) is. designed as a Krelizungsstücl @, which is used at the points where two joints cross.
The expansion part has two intersecting hoses 10, which allow the compensation of displacements in two mutually perpendicular directions. The see the expansion points on closing sealing tabs 11 are again with ribs 1 "? ' Mistake.
Claims (1)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH325731T | 1954-12-08 |
Publications (1)
Publication Number | Publication Date |
---|---|
CH316099A true CH316099A (en) | 1956-09-30 |
Family
ID=29256401
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CH316099D CH316099A (en) | 1954-12-08 | 1953-07-16 | Plastic joint insert |
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) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114164725A (en) * | 2021-12-22 | 2022-03-11 | 江西赣东路桥建设集团有限公司 | Highway bridge roadbed pavement and construction method thereof |
Families Citing this family (20)
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 |
PL1621716T3 (en) * | 2004-07-20 | 2012-06-29 | Architectural & Metal Systems Ltd | Insulated frame member |
EP2476809B1 (en) * | 2011-01-12 | 2015-07-01 | Vermögensverwaltung Kovac GbR | Water stop for longlasting and reliable sealing of joints between constructions |
EP3428357B1 (en) | 2017-07-11 | 2024-07-03 | BESAPLAST KUNSTSTOFFE GmbH | Expansion joint tape and compression tape arrangement for permanent reliable joint sealing |
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 |
EP3670751B1 (en) | 2018-12-21 | 2024-05-01 | BESAPLAST KUNSTSTOFFE GmbH | Joint sealing device capable of handling heavy loads |
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
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114164725A (en) * | 2021-12-22 | 2022-03-11 | 江西赣东路桥建设集团有限公司 | Highway bridge roadbed pavement and construction method thereof |
Also Published As
Publication number | Publication date |
---|---|
DK90820C (en) | 1961-05-01 |
DE1033393B (en) | 1958-07-03 |
US2901904A (en) | 1959-09-01 |
GB784111A (en) | 1957-10-02 |
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