EP0199108B1 - Tuyau à injection pour joint de dilatation dans les structures en béton - Google Patents

Tuyau à injection pour joint de dilatation dans les structures en béton Download PDF

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Publication number
EP0199108B1
EP0199108B1 EP86103890A EP86103890A EP0199108B1 EP 0199108 B1 EP0199108 B1 EP 0199108B1 EP 86103890 A EP86103890 A EP 86103890A EP 86103890 A EP86103890 A EP 86103890A EP 0199108 B1 EP0199108 B1 EP 0199108B1
Authority
EP
European Patent Office
Prior art keywords
injection tube
tube according
openings
strips
recesses
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
EP86103890A
Other languages
German (de)
English (en)
Other versions
EP0199108A1 (fr
Inventor
Kunibert Koob
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.)
TRICOSAL GmbH
Original Assignee
Koob Kunibert
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 Koob Kunibert filed Critical Koob Kunibert
Priority to AT86103890T priority Critical patent/ATE39720T1/de
Publication of EP0199108A1 publication Critical patent/EP0199108A1/fr
Application granted granted Critical
Publication of EP0199108B1 publication Critical patent/EP0199108B1/fr
Expired legal-status Critical Current

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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
    • E04B1/6816—Porous tubular seals for injecting sealing material

Definitions

  • the invention relates to an injection hose for construction joints on concrete structures, with a base body which comprises a flexible material, such as rubber or plastic, and surrounds a passage channel, which has radial openings along its length for the discharge of injection liquid from the passage channel, and along its length in the area of the radial openings has a recess extending over its length for receiving a strip covering the openings from material that is compressible under the pressure of the injection liquid, and with a tube of liquid-permeable material surrounding the base body and the strip.
  • a base body which comprises a flexible material, such as rubber or plastic, and surrounds a passage channel, which has radial openings along its length for the discharge of injection liquid from the passage channel, and along its length in the area of the radial openings has a recess extending over its length for receiving a strip covering the openings from material that is compressible under the pressure of the injection liquid, and with a tube of liquid-permeable material surrounding the base body and the strip.
  • an injection hose which has an inner support body having a liquid-permeable wall, a first liquid-permeable network-like hose enveloping this support body and a second liquid-permeable, network-like hose enveloping this first hose, wherein between the In both of the above-mentioned network-like hoses, a tubular fleece is provided, which should be impermeable from outside to inside for concrete particles, but should be permeable from inside to outside for sealants.
  • a support body-free hose with high stability which has a large number of openings in its wall.
  • a hose-like filter layer is arranged between this inner hose and an outer network-like hose.
  • the openings for the concrete sealant of the inner hose are arranged, for example, in four rows running parallel to the longitudinal axis of the hose, which are at equal distances from one another.
  • Injection hoses of this type are complex to manufacture and not always reliable in use because of the need for the special selection of the network-like hoses and tubular nonwovens, since it is necessary to match the network-like hoses and the tubular nonwoven to the concrete particles and the sealant used.
  • the known injection hoses are also often difficult to install due to excessive rigidity and are easily damaged in rough construction site operation, which prevents the uniform distribution of the injection liquid over the entire length of the injection hose.
  • an injection hose of the type mentioned at the outset is proposed in DE-U 8 425 518.8, in which the only radial opening for the outlet of the injection liquid is designed as a slot which extends over the entire length of the base body and in which the edges of the Strip are rounded and received in corresponding recesses in the recess.
  • the strip has a spring which engages in the slot.
  • the object of the invention is to further develop an injection hose of the type mentioned at the outset in such a way that it is easier to manufacture and handle, and the injection liquid reaches the desired locations reliably and uniformly.
  • the solution according to the invention creates an injection hose which is simple to manufacture and handle and in which it is ensured that the injection liquid can be fed to any desired location of a construction joint without any problems.
  • An embodiment of the invention which is particularly expedient in terms of manufacture provides that the depressions and the associated strips have straight-sided side walls which, in particular (with respect to a certain depression) run at an acute angle to one another.
  • This embodiment is also very expedient, in particular for manufacturing reasons, because the base body and strips can be easily extruded and the strips can simply be inserted into their recess.
  • the width of the base of the depressions is only slightly larger than the diameter of the radial openings in the relevant direction.
  • a diameter of the openings of approximately 3 mm is expediently provided, while the distance between the openings is advantageously approximately 2 cm and the diameter of the passage is approximately 6 mm.
  • the radial openings are designed as holes or slots arranged in longitudinal rows, the longitudinal rows being distributed at equal angular intervals over the circumference of the base body.
  • the injection hose advantageously consists only of a base body and a corresponding number of strips provided in the depressions distributed around the circumference. A correspondingly different number of rows of holes and associated strips can be provided for different applications.
  • the base body consists of polyvinyl chloride, that the surrounding hose is made of a bobbin lace fabric and that the strips covering the openings are advantageously made of foam rubber, foam rubber or neoprene, since this makes it easy to set the required compressibility.
  • the single figure illustrates in cross section an injection hose having the invention.
  • the injection hose 1 consists of a base body 2, which has an essentially hollow cylindrical wall and thereby forms a continuous central cylindrical passage 3.
  • the injection liquid is supplied to one or both ends of the injection hose 1 or, if appropriate, also with connections provided in between, in order to distribute it over the length of the construction joints to be sealed.
  • Four depressions 5, 6, 7 and 8 are provided over the circumference of the base body 2 at equal angular intervals and extend over the length of the base body 2. Radially extending openings 9, 10, 11 and 12 are provided for the flow connection of the passage 3 and the depressions 5, 6, 7, 8, which on the one hand open into the passage 3 and on the other hand into the depressions 5, 6, 7 and 8.
  • the recesses 5, 6, 7 and 8 are of identical design for reasons of symmetry, so that only the recess 5 need be described in more detail here.
  • the recess 5 has two side walls 13, 14, which are arranged at an angle converging inwards towards one another, so that there is an extension to the outer edge of the base body 2.
  • the angle formed by the side walls 13, 14 is acute.
  • the base 15 of the recess 5 is not significantly wider than the diameter of the associated openings 9.
  • the bases 15 of the recesses 5, 6, 7 and 8 are rounded and lie on a common (imaginary) cylindrical surface.
  • Strips 16, 17, 18 and 19 are arranged in the depressions 5, 6, 7 and 8, the shape of which is adapted to the shape of the depressions 5, 6, 7 and 8. They lie flush with the outer circumference of the projections of the base body 2 that have remained between the depressions 5, 6, 7 and 8.
  • the distance between the openings 9, 10, 11 and 12 is expediently about 2 cm in the axial direction, the diameter of the passage 3 is expediently about 6 mm, while the diameter of the openings 9, 10, 11 and 12 is about 3 mm.
  • the depth of the depressions 5, 6, 7 and 8 is also expediently 3 mm.
  • the openings 9, 10, 11 and 12, viewed in the axial direction, can be offset with respect to the openings in the adjacent longitudinal row in order to even out the injection liquid outlet.
  • Polyvinyl chloride is advantageous as the material for the base body 2, while the strips 16, 17, 18 and 19 consist of foam rubber, foam rubber or neoprene because of the desired compressibility.
  • the base body 2 and the strips 16, 17, 18 and 19 arranged in the depressions 5, 6, 7 and 8, which essentially end with the outer circumference of the base body 2, are surrounded by a tube 20 made of a liquid-permeable material, which is made of, for example a bobbin fabric can exist.
  • a tube 20 made of a liquid-permeable material which is made of, for example a bobbin fabric can exist.
  • the penetration of concrete components from the outside into the passage 3 is reliably avoided, since when the pressure from the outside increases, the strips 16, 17, 18 and 19 only the openings 9, 10, 11 and 12 arranged in longitudinal rows seal even better. If, on the other hand, the injection liquid from the passage 3 presses outwards against the strips 16, 17, 18 and 19, these are compressed due to their material properties and the joints between the depressions 5, 6, 7 and 8 and the strips 16, 17, 18 and 19 expanded so that the injection liquid can emerge from the injection hose 1 evenly over its length and circumference. The strips 16, 17, 18 and 19 are held in place by the outer enveloping hose 20, so that the openings 9, 10, 11 and 12 are reliably closed again after the passage of the injection liquid.
  • the injection hose 1 according to the invention is relatively insensitive to damage because of its thick walls.
  • the enveloping hose 20 can also accept greater damage without losing its function as a holder for the strips 16, 17, 18 and 19 in the depressions 5, 6, 7 and 8.
  • Elaborate support body u. The like. are not required in the injection hose 1 according to the invention, so that overall there is an economical, easy, reliable and safe to use injection hose 1, which is also reliable in its function, in particular also in the uniform distribution of the injection liquid.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Building Environments (AREA)

Claims (12)

1. Tuyau à injection pour des joints de construction en constructions de béton avec un corps de base (2) en matière flexible comme du caoutchouc ou de la matière synthétique renfermant un canal de passage (3), qui le long de sa longueur est pourvu d'orifices radiaux (9 à 12) pour la sortie de liquide d'injection du canal de passage (3) et le long de sa longeur dans la région des orifices radiaux (9 à 12) au moins d'une rainure (5 à 8) s'étendant sur sa longueur pour le logement d'une bande (16 à 19) recouvrant les orifices (9 à 12), faite d'une matière compressible sous la pression du liquide d'injection, et avec un tuyau (20) de matière perméable à liquides, entourant le corps de base (2) et la bande (16 à 19), caractérisé en ce que plusieurs orifices radiaux (9 à 12) dans le corps de base (2), qui consiste de matière essentiellement imperméable à liquides, et les rainures (5 à 8) et bandes (16 à 19) coordonnées sont distribués sur la périphérie du corps de base (2) en symétrie angulaire (symétrie n-radiée; na;2) par rapport à l'axe central longitudinal, ainsi que les parois latéraux (13, 14) des rainures (5 à 8) et des bandes coordonnées (16 à 19) sont inclinés l'un vers l'autre de, radialment, l'extérieur vers, radialement, l'intérieur.
2. Tuyau à injection selon revendication 1, caractérisé en ce que les parois latéraux (13, 14) des rainures (5 à 8) et des bandes coordonnées (16 à 19) enferment un angle aigu.
3. Tuyau à injection selon une des revendications précédentes, caractérisé en ce que la largeur de la base (15) des rainures (5 à 8) n'est que minimalement supérieure au diamètre des orifices (8 à 12) dans le sens respectif.
4. Tuyau à injection selon une des revendications précédentes, caractérisé en ce que les rainures (5 à 8) et les bandes coordonnées (16 à 19) ont des parois latéraux (13, 14) rectilignement limités.
5. Tuyau à injection selon une des revendications 1 à 4, caractérisé en ce que les orifices radiaux (9 à 12) sont configurés comme des trous ou fentes individuels disposés en lignes longitudinales.
6. Tuyau à injection selon une des revendications 1 à 5, caractérisé en ce que quatre lignes longitudinales d'orifices (9 à 12) avec des rainures (5 à 8) et bandes (16 à 19) coordonnées sont disposées sur la périphérie du corps de base (2) en distribution à espacement angulaire identique.
7. Tuyau à injection selon une des revendications précédentes, caractérisé en ce que l'espacement axial des orifices (9 à 12) est de 2 cm environ et le diamètre des orifices (9 à 12) de préférence de 3 mm environ.
8. Tuyau à injection selon une des revendications précédentes, caractérisé en ce que le diamètre du canal de passage (3) est de 6 mm environ.
9. Tuyau à injection selon une des revendications précédentes, caractérisé en ce que la profondeur des rainures (5 à 8) est de 3 mm environ.
10. Tuyau à injection selon une des revendications précédentes, caractérisé en ce que le corps de base (2) consiste en chlorure de polyvinyle.
11. Tuyau à injection selon une des revendications précédentes, caractérisé en ce que le tuyau enfermant (20) consiste d'un tissu espèce travail au fuseau.
12. Tuyau à injection selon une des revendications précédentes, caractérisé en ce que les bandes (16 à 19) consistent en caoutchouc mousse, caoutchouc alvéolaire ou néoprène.
EP86103890A 1985-04-04 1986-03-21 Tuyau à injection pour joint de dilatation dans les structures en béton Expired EP0199108B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86103890T ATE39720T1 (de) 1985-04-04 1986-03-21 Injektionsschlauch fuer arbeitsfugen an betonbauwerken.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3512470A DE3512470C2 (de) 1985-04-04 1985-04-04 Injektionsschlauch für Arbeitsfugen an Betonbauwerken
DE3512470 1985-04-04

Publications (2)

Publication Number Publication Date
EP0199108A1 EP0199108A1 (fr) 1986-10-29
EP0199108B1 true EP0199108B1 (fr) 1989-01-04

Family

ID=6267386

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86103890A Expired EP0199108B1 (fr) 1985-04-04 1986-03-21 Tuyau à injection pour joint de dilatation dans les structures en béton

Country Status (6)

Country Link
US (1) US4722479A (fr)
EP (1) EP0199108B1 (fr)
AT (1) ATE39720T1 (fr)
DE (2) DE3512470C2 (fr)
DK (1) DK162454C (fr)
NO (1) NO166810C (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3929848A1 (de) * 1989-09-08 1991-03-14 Pflieger Lieselotte Injektionsschlauch fuer abzudichtende fugen in betonbauwerken
DE4419376C1 (de) * 1994-05-27 1995-08-31 Michael Dipl Chem Schoeniger Injektionsschlauch zum Abdichten von Fugen an Bauwerken
AT401946B (de) * 1994-07-15 1996-12-27 Strasser Daniel Dichtung für arbeitsfugen in und an betonbauwerken

Families Citing this family (19)

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Publication number Priority date Publication date Assignee Title
JPS63163860A (ja) * 1986-12-26 1988-07-07 Toshiba Corp 電子写真感光体
NO177939C (no) * 1991-03-19 1995-12-20 Bjarne Sem Injeksjonsslange for kjemisk injeksjon i betong
DE4123067A1 (de) * 1991-07-12 1993-01-14 Betonbau Zubehoer Handel Verfahren zum abdichten von fugen an bauwerken
DE4124628A1 (de) * 1991-07-25 1993-01-28 Betonbau Zubehoer Handel Injektionsschlauch fuer fugen an bauwerken
DE4215731A1 (de) * 1992-05-13 1993-11-18 Rene P Schmid Verfahren zum Errichten von Betonwänden mittels Verschalungen sowie Vorrichtung und Mittel zur Durchführung dieses Verfahrens
DE4332589C2 (de) * 1993-09-24 1996-01-04 Bbz Inj Und Abdichtungstechnik Injektionsschlauch für Arbeitsfugen an Betonbauwerken
DE4340845C2 (de) * 1993-11-26 2002-12-19 Ibs Injektionstechnologie Gmbh Injektionsprofil zum Abdichten von Fugen an Bauwerken
AT404745B (de) * 1995-07-27 1999-02-25 Strasser Daniel Dichtung für arbeitsfugen in und an betonbauwerken
DE19625209A1 (de) * 1996-06-25 1998-01-02 Sika Ag Injektionsschlauch und Verfahren zu dessen Herstellung
DE19726403C1 (de) * 1997-06-21 1999-02-04 Rasbach Klaus Injektionsschlauch für Betonbauwerke
WO1999013174A1 (fr) 1997-09-11 1999-03-18 Betomax Kunststoff- Und Metallwarenfabrik Gmbh & Co. Kg Flexible de compression destine a la production de joints d'ouvrages de construction impermeables ou peu permeables a l'eau, etanches au gaz et/ou commandes par friction
US6286271B1 (en) 1999-05-26 2001-09-11 Carl Cheung Tung Kong Load-bearing structural member
JP2002089757A (ja) * 2000-09-18 2002-03-27 Hara Kogyo Kk 注入ホース及びコンクリートの打継ぎ方法
AU2003209863A1 (en) * 2003-03-05 2004-09-28 Herman De Neef Means and method for sealing concrete construction joints and method for manufacturing such sealing means
DE102008010660B3 (de) * 2008-02-22 2009-09-24 Repower Systems Ag Errichtung einer Windenergieanlage
CN102296637A (zh) * 2011-06-13 2011-12-28 华南理工大学 一种地下连续墙防渗接头装置
US20140183278A1 (en) * 2013-01-03 2014-07-03 Clive Sofus Michelsen Perforated fluid dispensing hose or tube for the purpose of applying liquids and/or gases to railroad tracks including railroad switches, railroad crossings, bridge overheads and tunnel walls
EP3392422A1 (fr) 2017-04-18 2018-10-24 Roland Wolf Dispositif de stabilisation ultérieure de fissures de cavité de joint perméables à l'eau dans des ponts, tunnels et bâtiments
DE102017108167A1 (de) 2017-04-18 2018-10-18 Roland Wolf Vorrichtung zum nachträglichen Stabilisieren von wasserdurchlässigen Fugenkammerrissen in Brücken, Tunneln und Gebäuden

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DE8314491U1 (de) * 1983-09-15 Rasbach, Heinz, Dipl.-Ing., 6204 Taunusstein Mehrschichtiger, poröser Schlauch
DE8425518U1 (de) * 1984-08-29 Koob, Kunibert, Ing.(grad.), 4234 Alpen Injektionsschlauch
US2798768A (en) * 1955-12-23 1957-07-09 Babin Benton Paul Soil moistening apparatus
US3157536A (en) * 1962-07-20 1964-11-17 Eastman Kodak Co Apparatus for applying plasticizer to filter tow
CY893A (en) * 1972-06-02 1977-10-07 Rosenberg P Floid flow control device for use as a water trickler nozzle
SU471093A1 (ru) * 1973-05-29 1975-05-25 Украинский Научно-Исследовательский Институт Гидротехники И Мелиорации Увлажнитель дл подпочвенного орошени
US3946762A (en) * 1974-07-29 1976-03-30 Green Edwin J Underground irrigation system
JPS5714036Y2 (fr) * 1976-06-01 1982-03-23
CH643623A5 (de) * 1980-03-05 1984-06-15 Aquarius Fuer Dichte Bauten Ag Schlauchartige dichtungsvorrichtung fuer betonfugen.
JPS59212244A (ja) * 1983-05-17 1984-12-01 エ−フア−マリ−ア・ラスバツハ 多層有孔管

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3929848A1 (de) * 1989-09-08 1991-03-14 Pflieger Lieselotte Injektionsschlauch fuer abzudichtende fugen in betonbauwerken
DE4419376C1 (de) * 1994-05-27 1995-08-31 Michael Dipl Chem Schoeniger Injektionsschlauch zum Abdichten von Fugen an Bauwerken
AT401946B (de) * 1994-07-15 1996-12-27 Strasser Daniel Dichtung für arbeitsfugen in und an betonbauwerken

Also Published As

Publication number Publication date
NO166810B (no) 1991-05-27
DE3512470A1 (de) 1986-10-09
DE3661643D1 (en) 1989-02-09
ATE39720T1 (de) 1989-01-15
DK162454B (da) 1991-10-28
DK162454C (da) 1992-03-23
DE3512470C2 (de) 1996-01-04
DK155386D0 (da) 1986-04-04
US4722479A (en) 1988-02-02
NO861284L (no) 1986-10-06
NO166810C (no) 1991-09-04
DK155386A (da) 1986-10-05
EP0199108A1 (fr) 1986-10-29

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