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EP0629751A2 - Procédé pour introduire un produit d'étanchéisation dans un joint - Google Patents

Procédé pour introduire un produit d'étanchéisation dans un joint Download PDF

Info

Publication number
EP0629751A2
EP0629751A2 EP94107063A EP94107063A EP0629751A2 EP 0629751 A2 EP0629751 A2 EP 0629751A2 EP 94107063 A EP94107063 A EP 94107063A EP 94107063 A EP94107063 A EP 94107063A EP 0629751 A2 EP0629751 A2 EP 0629751A2
Authority
EP
European Patent Office
Prior art keywords
sealing
medium
sealing device
sealing medium
concrete
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.)
Withdrawn
Application number
EP94107063A
Other languages
German (de)
English (en)
Other versions
EP0629751A3 (fr
Inventor
René P. Schmid
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
Publication of EP0629751A2 publication Critical patent/EP0629751A2/fr
Publication of EP0629751A3 publication Critical patent/EP0629751A3/fr
Withdrawn legal-status Critical Current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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/16—Arrangement or construction of joints in foundation structures
    • 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
    • E04B1/6812—Compressable seals of solid form
    • 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
    • E04B1/6813—Compressable seals of hollow form
    • 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 a method for introducing a sealing medium into sealing devices.
  • a sealing device in the form of a porous tube is known from CH-PS 600 077.
  • This hose consists of a support body in the form of a helical spring, which is surrounded by a first, braided hose, which in turn is surrounded by an outer, mesh-like, porous hose.
  • a sealing medium is pressed into the hose-like sealing device, which is intended to emerge from defects in the concrete.
  • the sealing device according to DE-GM 83 35 231 tries to remedy the disadvantage of the hose body becoming blocked by introducing a non-woven material between the support body in the form of a coil spring and the outer network-like hose, which material is permeable to liquid but impermeable to fine concrete particles .
  • sealing medium is pressed directly into the beginning or end of the hose.
  • the start and end of the hose must be freely accessible from the outside after the concreting measures have been completed in the joint area.
  • An essential basic idea is the knowledge that one or more external connections for introducing the sealing medium, which are arranged outside the second concreting section or the formwork, can be dispensed with, i.e. the sealing device without a connection to the outside in the joint area between the two concreting sections is arranged.
  • All previously known sealing devices can be filled with a sealing medium by a subsequent connection between an outside of the concrete or the second concreting section and the sealing devices.
  • the sealing medium is e.g. for silicates or hardening single or multi-component plastics in liquid or compressible consistency.
  • Synthetic resin in particular 2-component acrylic resin, can also be used as a sealing medium, as can bentonite and / or cement mixtures.
  • connection is made, for example, in particular by drilling into the hardened concrete between an outside of the concrete and the sealing devices. It goes without saying that the bore must be made so that the flow channel or the passage of the sealing device is accessible. The sealing medium is then introduced or pressed in through the connection or the borehole. A further connection to the sealing device is advantageously created, through which the air can escape during the press-in process and which also serves as a control point as to whether the sealing medium has also penetrated the entire sealing device. It is also conceivable to create a larger number of such connections and then to seal them when the sealing medium emerges from the connection points.
  • connection points serving as control points should be arranged at the beginning or at the end of the joint in order to check that the sealing medium also extends into the end regions of the sealing device has penetrated.
  • connection can be created horizontally or from obliquely above or obliquely below in the direction of the sealing device.
  • the connection points are preferably made at predetermined positions, it being possible to determine beforehand at what height or at what angle and above all how long the connection point must be created, in order to ensure that the sealing device is also hit or drilled in the desired manner .
  • the proposed method for introducing the sealing medium into sealing devices prevents the formwork from having one or more openings for previously laid connection openings or connecting pieces. It also prevents these previously created connection points from being torn or destroyed during formwork or concreting.
  • the load-bearing capacity or safety of the pierced concrete is also not reduced by the arrangement of several connection points.
  • FIG. 1 shows a schematic representation of the method according to the invention for introducing a sealing medium into sealing devices for sealing a joint formed between two concreting sections.
  • the sealing devices arranged in the joint area can be already known sealing devices.
  • the joint area between a concrete surface 101 and a concrete wall 137 arranged thereon is shown by way of example.
  • a sealing device 138 is shown schematically in the joint area, which was applied to the concrete surface 101 before the concrete wall 137 was encased and concreted.
  • the sealing device 138 is concreted in without such a connection or a similarly designed connection.
  • a subsequent connection is made, in particular by drilling into the concrete of the concrete wall 137 between the outside of the concrete wall 137 and the sealing device 138. Through this hole 139, the sealing medium is finally introduced or pressed into the interior of the sealing device 139.
  • connection points or bores 139 are preferably provided, so that the sealing medium can be introduced at several points and control points are present at which it can be checked whether the sealing medium also penetrates the entire sealing device.
  • Control or entry points in the form of bores 139 are preferably arranged at the beginning or end area of the joint, as seen in the longitudinal direction. It is up to the local conditions whether the connection is preferably led horizontally or obliquely to the sealing device 138.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Paleontology (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Building Environments (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Adhesives Or Adhesive Processes (AREA)
  • Sealing Material Composition (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Glass Compositions (AREA)
  • Encapsulation Of And Coatings For Semiconductor Or Solid State Devices (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
EP94107063A 1989-09-08 1990-09-10 Procédé pour introduire un produit d'étanchéisation dans un joint. Withdrawn EP0629751A3 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE8910744U 1989-09-08
DE8910744U DE8910744U1 (de) 1989-09-08 1989-09-08 Dichtungsvorrichtung für Betonfugen
EP90117399A EP0418699B1 (fr) 1989-09-08 1990-09-10 Appareil d'étanchéité de joints de reprise de bétonnage et procédé pour remplir l'appareil

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
EP90117399.7 Division 1990-09-10

Publications (2)

Publication Number Publication Date
EP0629751A2 true EP0629751A2 (fr) 1994-12-21
EP0629751A3 EP0629751A3 (fr) 1995-02-15

Family

ID=6842678

Family Applications (3)

Application Number Title Priority Date Filing Date
EP90117399A Expired - Lifetime EP0418699B1 (fr) 1989-09-08 1990-09-10 Appareil d'étanchéité de joints de reprise de bétonnage et procédé pour remplir l'appareil
EP94107063A Withdrawn EP0629751A3 (fr) 1989-09-08 1990-09-10 Procédé pour introduire un produit d'étanchéisation dans un joint.
EP94107062A Expired - Lifetime EP0629750B1 (fr) 1989-09-08 1990-09-10 Procédé pour l'étanchéification d'un joint par injection d'un milieu d'étanchéité

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP90117399A Expired - Lifetime EP0418699B1 (fr) 1989-09-08 1990-09-10 Appareil d'étanchéité de joints de reprise de bétonnage et procédé pour remplir l'appareil

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP94107062A Expired - Lifetime EP0629750B1 (fr) 1989-09-08 1990-09-10 Procédé pour l'étanchéification d'un joint par injection d'un milieu d'étanchéité

Country Status (7)

Country Link
US (3) US5249401A (fr)
EP (3) EP0418699B1 (fr)
AT (2) ATE118854T1 (fr)
DE (4) DE8910744U1 (fr)
DK (2) DK0418699T3 (fr)
ES (2) ES2068958T3 (fr)
GR (1) GR3023550T3 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004020530A1 (de) * 2004-04-27 2005-11-24 Roland Wolf Bauwerkteil und Verfahren zur Herstellung eines solchen Bauwerkteils sowie Schalelement hierfür

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DE8910744U1 (de) * 1989-09-08 1991-01-17 Schmidt, René P., Oberweningen Dichtungsvorrichtung für Betonfugen
GB9014990D0 (en) * 1990-07-06 1990-08-29 Nicolaidis Raphael A constructional element and a process for its production
DE4116267A1 (de) * 1991-05-17 1992-11-19 Rene P Schmid Verfahren und mittel zum abdichten einer fuge in einem baukoerper
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
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US10280611B1 (en) 2016-07-22 2019-05-07 Schul International Company, LLC Vapor permeable water and fire-resistant expansion joint seal
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CN112854493B (zh) * 2021-01-07 2022-05-17 刘闪闪 装配式混凝土建筑预制外墙拼缝排水管施工方法
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CN118422787B (zh) * 2024-07-02 2024-09-10 中建八局第四建设有限公司 一种混凝土结构缝隙防水装置

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DE8910744U1 (de) * 1989-09-08 1991-01-17 Schmidt, René P., Oberweningen Dichtungsvorrichtung für Betonfugen
US5257486A (en) * 1991-04-23 1993-11-02 Adhesives Technology Corporation 1987 Nozzle for injecting a sealant into a crack

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CH600077A5 (en) * 1976-04-06 1978-06-15 Peter Kaufmann Seal for gaps in concrete structures
GB2071178A (en) * 1980-03-05 1981-09-16 Kaufmann P Tube or hose-like sealing device and method of using such a device
DE8525266U1 (de) * 1985-09-04 1986-01-02 Max Frank Gmbh & Co Kg, 8441 Leiblfing Injektionsschlauch für Betonfugen

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DE102004020530A1 (de) * 2004-04-27 2005-11-24 Roland Wolf Bauwerkteil und Verfahren zur Herstellung eines solchen Bauwerkteils sowie Schalelement hierfür

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DE8910744U1 (de) 1991-01-17
EP0418699B1 (fr) 1995-02-22
DK0629750T3 (da) 1997-08-25
EP0629750A2 (fr) 1994-12-21
ATE153411T1 (de) 1997-06-15
DE59010719D1 (de) 1997-06-26
ATE118854T1 (de) 1995-03-15
US5249401A (en) 1993-10-05
EP0629750A3 (en) 1995-01-18
ES2068958T3 (es) 1995-05-01
US5377469A (en) 1995-01-03
US5327693A (en) 1994-07-12
DE59008512D1 (de) 1995-03-30
DE9017874U1 (de) 1992-09-10
GR3023550T3 (en) 1997-08-29
EP0629750B1 (fr) 1997-05-21
DK0418699T3 (da) 1995-03-27
EP0629751A3 (fr) 1995-02-15
ES2103518T3 (es) 1997-09-16
EP0418699A1 (fr) 1991-03-27

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