EP0760885B1 - Rail de joint de retrait - Google Patents

Rail de joint de retrait Download PDF

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Publication number
EP0760885B1
EP0760885B1 EP95924318A EP95924318A EP0760885B1 EP 0760885 B1 EP0760885 B1 EP 0760885B1 EP 95924318 A EP95924318 A EP 95924318A EP 95924318 A EP95924318 A EP 95924318A EP 0760885 B1 EP0760885 B1 EP 0760885B1
Authority
EP
European Patent Office
Prior art keywords
rail
slat
predetermined crack
injection channel
crack 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 - Lifetime
Application number
EP95924318A
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German (de)
English (en)
Other versions
EP0760885A1 (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.)
Rascor Spezialbau GmbH
Original Assignee
Rascor Spezialbau GmbH
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 Rascor Spezialbau GmbH filed Critical Rascor Spezialbau GmbH
Publication of EP0760885A1 publication Critical patent/EP0760885A1/fr
Application granted granted Critical
Publication of EP0760885B1 publication Critical patent/EP0760885B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

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

Definitions

  • the invention relates to a predetermined crack joint rail.
  • Joint sealing pipes used which are made of a tubular Joint tape and a rigid PVC stiffening pipe.
  • the tubular joint tape will be in transition with one the floor plate is welded to the wall horizontally running joint tape, so that a waterproof impervious layer arises.
  • joint sealing tube is not on the surface of the base plate can be placed on which the wall is concreted, otherwise Penetrate water in the longitudinal direction of the joint seal space can.
  • predetermined crack joint rails consist of plate-shaped hollow or solid elements with several in the longitudinal direction extending chambers are formed. These rails point a certain strength to order on a longitudinal narrow side to be able to accommodate a swelling tape in a groove.
  • the source tape is also on the narrow side of the rail lying on the floor applied to a seal in the joint between floor slab and the wall to be concreted. This at the swelling sealing tape provided on the lower narrow side of the rail is then in the longitudinal direction of the joint between the floor slab and the swelling sealing tapes running along the wall to be concreted to connect, creating a conventional seal of the entire joint area reached with the help of the swelling tape becomes.
  • Rails with hollow chambers are made Made of plastic. Furthermore, either very strong swelling bands must be used be used to ensure a secure seal which in turn increases the cost of the predetermined crack joint rail or only allows a limited sealability, which is local high water pressures are not sufficient. A subsequent seal Such predetermined crack joints sealed with swelling tapes either be done only from the outside or is extreme complex if you want to re-seal the rail itself. The concrete wall must then be broken up or it can be used a very expensive point injection procedure to be carried out from the outside be sealed locally.
  • the swelling tape used swells under the influence of water.
  • the swelling agent is a hydrophilic mass contained in a carrier, mostly chloroprene rubber, is embedded.
  • the carrier primarily has the task of providing the swelling agent with stability and elasticity to rent.
  • the hydrophilic (water absorbing) component absorbs water molecules and thereby increases their volume around 1.5 to about 4 times. This creates a pressure of up to 6.5 bar, which fills the surrounding cavities and is therefore impermeable to water should do.
  • swelling agents it must be taken into account that the swelling mass does not suddenly change, but slowly expands over hours or days and consequently only limited in changing areas with wet and dry periods can be used.
  • sealing devices for sealing a between two concrete sections existing joint known one Form a channel through which an injection agent enters the joint area is injected under high pressure and seals it.
  • a hose which consists of a Support body in the form of a coil spring, which is made by a first, braided hose, which in turn is surrounded by an outer, mesh-like porous tube is included.
  • this sealing device and concreting the second concreting section is a sealing material in the hose-like sealing device pressed to the flaws the concrete should leak.
  • Such a hose is one relatively complicated device to manufacture.
  • DE 86 08 396 U1 is a further sealing device known in the form of an injection hose, the one hand the disadvantages when positioning the hose by am Hose body intended to fix tabs and on the other hand a predetermined breaking point in the longitudinal direction of the tubular body proposes through which the sealing material in the Concrete should leak.
  • the sealing device represents a significant advance compared to conventional hoses, but is not intended for use in predetermined crack joints, because on one already finished concrete surface of the floor slab one-sided open profile is placed to form the injection channel.
  • predetermined crack joints however, they become the predetermined crack joint generating devices concreted from both sides, so that such a one-sided open profile with would fill concrete.
  • This joint rail points over conventional ones without an injection channel trained joint rails in the event of a subsequent Sealing on a clear cost advantage.
  • the formation of the injection channel is expensive because of a hollow Channel is provided with a specially shaped sealing strip is closed.
  • Two injection channels are necessary, which increases security the sealing process increases the cost of such a joint rail but rise accordingly.
  • a simpler variant of a joint rail with double-sided Sealing comes from DE 41 40 616 A1, in particular from Fig. 4, forth.
  • This joint rail is on one side with a Injection channel formed and points to that of the injection channel a swelling tape on the opposite side.
  • the injection channel and the swelling tape here are back to back on the joint rail arranged.
  • a joint plate is described in DE 93 15 974 U1 to which an injection hose is attached.
  • the injection hose lies roughly centered on an unbroken joint plate wall and is in a free space between the joint sheet wall and a breakthrough facing wall.
  • the invention is therefore based on the object of a simple, Inexpensive joint rail for creating predetermined crack joints create a secure seal that can also be retrofitted the predetermined crack joint enables.
  • the task is carried out by a predetermined crack joint rail with the features of claim 1 solved.
  • a device By providing a strip-shaped rail slat with an attached device forming an injection channel, which extends over the entire length of the rail slat extends, a device is created which is used for the production a predetermined crack is suitable and a subsequent sealing by injecting a sealing material into the injection channel allows.
  • the perforation allows a joint rail with two Foam strips or injection hoses forming injection channels on opposite sides in the area of Perforation are arranged that the cross-sectional area of the Injection channels is reduced because the two injection channels communicate through the perforation, and a local impairment of a channel through the parallel on the other side of the grooved injection channel can be aligned.
  • the predetermined crack joint rail according to the invention consists of an approximately strip-shaped rail slat 1 and at least one on it attached device forming an injection channel, the extends over the entire length of the rail slat 1.
  • the rail slat 1 is preferably sheet-like, i.e. that they are made of a thin-walled, sheet-like material exists that has a certain inherent rigidity like a sheet.
  • the strip-shaped rail slat 1 has two long ones lateral longitudinal edges 1a, an upper and lower transverse edge 1b and two rail slat surfaces delimited by the edges 1a, 1b 1c on.
  • the device forming the injection channel 2 can be a conventional one Injection channel or from a sealing device with an open, hood-shaped cross section Profile exist, which with the free longitudinal edges of its side areas arranged on the rail slat surface 1c is.
  • An injection channel can be particularly advantageous as one 2 forming device from a foam strip 12 an open-cell or open-cell foam his.
  • the rail slat 1 preferably has a width slightly smaller than the wall thickness of the wall to be concreted, so that it with a distance of 1 to a few centimeters from the outer wall surface can be concreted.
  • the cross section can also be in Combination with those from the outside on the wall surface Triangular strips can be reduced.
  • the length of the rail slat 1 should correspond approximately to the height of the wall, so that the rail slat 1 before concreting onto the floor section 3 one Bottom plate can be set up and up to the upper limit the wall to be concreted.
  • the foam 12 is preferably approximately rectangular Cross-section, the cross-sectional area of which is selected in this way the foam should pass through the adjacent concrete for injection material cannot be pressed together impermeably and it's not supposed to be too big to handle the injection material keep the volume to be filled small. With injection channels with too large a cross section there is also the risk that larger ones Leaks not sufficient, the tightness ensuring Pressure build up when injecting the sealing material can.
  • the foam 12 is preferably an open-cell foam, which consists of a rigid plastic material, so that the foam 12 has a certain inherent stiffness.
  • the rail slat 1 is with a perforation 5 in Provide the contact area with the foam 12 so that the injected Penetrate sealing material through the rail batten 1 can.
  • foam strips 12 are provided be so that there are 1 injection channels on both sides of the sheet 2 form.
  • the two foam strips 12 do not have to communicate with each other, but a perforation 5 in Sheet 1 between the foam strips enables pressure equalization when injecting the sealing material and allows the cross-sectional area or the thickness of the foam strips choose lower because of a local impairment a foam strip 12 through the parallel Channel on the other side of the sheet to be balanced can.
  • the foam strip (s) 12 are preferred arranged centrally on the rail slat surfaces 1c.
  • the device forming the injection channel 2 can also be used one of the lateral longitudinal edges 1a of the rail slat 1 is arranged be, but here the injection channel 2 is placed close to the wall surface, so the danger there is that the injection material from the wall in a short way emerges so that no pressure ensuring the tightness is built up can be.
  • the rail slat 1 is a thin-walled element made of plastic or can be formed from metal.
  • the connection between the foam strip 12 and the rail slat 1 is preferably made by gluing.
  • the rail slat 1 is either a plate-shaped element (Fig. 1 and 2) or can also with a contour (Fig. 3 and 4) be provided to partially support the foam strip 12 therein or record completely. Due to its contour, the rail crossbar has 1 has greater stiffness and provides the foam a protection against the adjacent concrete Pressure of the wall 4, since the side flanks or the side surfaces 8 of the foam and one of the two parallel to the joint Surfaces 9 of the foam 12 encased by the sheet 1 are. This area of the sheet encasing the foam 12 1 has a perforation 5 on one or all of them three side walls surrounding the foam 12 are provided can be.
  • the assembly of the predetermined crack joint rail is carried out by introducing the predetermined crack joint rail into a formwork area a wall to be concreted.
  • the predetermined crack joint rail is here on the concrete slab on which the wall is concreted to be set up, with the rail slat 1 approximately vertical to the side surfaces of the wall to be concreted 4 should stand.
  • the sealing material in the sealing channel formed by the foam strip 12 injected, which is then in the setting process forming crack gap fills well. Injecting the sealing material can be done if on the wall 4 with the a further section was introduced into the predetermined crack joint rail 11 has been applied, the injection channel 2 upwards seals off.
  • the injection channel 2 is then drilled from the outside and sealing material is injected through the bore 10 (Fig. 9). If the foam strip 12 ends open at the top, can an injection hose is placed on top of the foam strip be, the open end of the foam strip 2 um the injection tube is to be sealed around so that the injection material can be injected under pressure.
  • the predetermined crack joint rail according to the invention can also advantageously with a rail batten 1 and attached to it Foam strips 12 in connection with a swelling tape 6 are used (Fig. 5 and 6).
  • the swelling band 6 is at least on one side, preferably on both sides of the Rail batten 1 or on the lateral longitudinal edge 1a of the rail batten 1 to be attached over the entire length of the rail slat. After completion it shows whether the swelling tape is the necessary one Tightness in the predetermined crack joint 7 guaranteed. Should this be the case may be a subsequent injection of a sealing material to be dispensed with. However, should still be later Leaks can occur at any time by drilling of the injection channel 2 sealing material are injected and the leaky predetermined crack joint are sealed.
  • the afterthought The sealing material is injected by drilling into the Injection channel and injection of the sealing material. Through the There is therefore no risk of using source tapes because the. Tightness can be restored at any time can. This also allows source tapes to be relatively low Use starch, which is adequate in most cases Offer tightness. This will reduce the cost of using it of the relatively expensive source tapes kept within bounds, what related with the inexpensive compared to the source tape Foam provides an overall inexpensive solution to the problem without the risk of a leaking predetermined crack joint, which cannot be sealed afterwards.
  • FIG. 7 Another advantageous embodiment is a rail slat 1, which has a hollow injection channel 2, which is completely with two side and a front and rear wall 16, 17, 18, 19 of the rail batten 1 is surrounded and the sealing material releases to the outside via a perforation 5 (FIGS. 7 and 8).
  • the hollow injection channel 2 can either be with a foam strip 12 or the openings of the perforation 5 can by a non-woven or foam material or the like, which is permeable to sealing material, against penetration be sealed by concrete during the concreting process.
  • the Openings of the perforation 5 can also on the side surfaces of the Injection channel 2 may be introduced, the arrangement and Size according to the sealing materials and the used Concrete can be selected.
  • Exit sealing material on both sides of the rail batten 1 can, to ensure that the injection process the predetermined crack joint is completely sealed.
  • Injection hose as the device forming the injection channel be used.
  • two injection hoses on both sides of the rail slat use or form the holes of the perforation as elongated holes, so that there is sufficient passage through the rail slat the sealing material is taken care of.
  • an injection hose 13 on a rail slat 1 can also preferably an injection hose can be used, which consists of a tubular section 14 and a band-shaped base 15 exists, the base 15 on the area of the perforation 5 the rail slat 1 is applied (Fig. 10 and 11).
  • the base 15 is provided with outlet openings for the sealing material.
  • FIG. 12 shows a further embodiment of the invention Sollriß joint rail shown in cross section.
  • the rail slat 1 of this predetermined crack joint rail is symmetrical formed around a transverse center axis 20.
  • the Rail batten 1 In the middle of the Rail batten 1 is the device for forming an injection channel arranged, which is divided into three areas a central hollow channel 2a and two lateral, one each Partial area 2b of the foam strip forming the injection channel 12.
  • the hollow channel 2a has a rectangular cross section on and is of two side walls 21 and a ceiling and Bottom wall 22, 23 limited.
  • the side walls 21 are with a small distance apart, which is about the material thickness of the sheet-like material of the rail slat 1 corresponds.
  • the top and bottom walls 22, 23 extend on both Pages beyond the side walls 21, so that the ceiling and Bottom wall 22, 23 with the side walls 21 laterally forms open grooves for receiving the foam strips.
  • Both side walls 21 are openings for a perforation 5 provided so that the hollow channel 2a with the foam strips 12 communicates.
  • the openings can be in the side walls 21 may be arranged offset, so that the in Fig. 12 shown cross section of the rail slat 1 only in the right side wall 21 through an opening of the perforation 5 extends.
  • the rail slat is used to stiffen the predetermined crack joint rail 1 provided with stiffening webs 24, each by vertical connected to the rail slat surfaces 1c, over the entire length of the rail slat 1 extending webs formed are.
  • the stiffening webs 24 also cause an extension of the Waterway in a predetermined crack, so that not only the Stiffness of the rail slat 1 is improved, but also a better tightness is achieved.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Electromagnetism (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Building Environments (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Non-Disconnectible Joints And Screw-Threaded Joints (AREA)
  • Pivots And Pivotal Connections (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Pens And Brushes (AREA)
  • Package Frames And Binding Bands (AREA)
  • Details Of Garments (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Joints Allowing Movement (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Steroid Compounds (AREA)
  • Controlling Rewinding, Feeding, Winding, Or Abnormalities Of Webs (AREA)
  • Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
  • Testing And Monitoring For Control Systems (AREA)
  • Installation Of Indoor Wiring (AREA)
  • Orthopedics, Nursing, And Contraception (AREA)
  • Particle Accelerators (AREA)
  • Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
  • Road Signs Or Road Markings (AREA)
  • Prostheses (AREA)
  • Paper (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Details Of Connecting Devices For Male And Female Coupling (AREA)
  • Load-Engaging Elements For Cranes (AREA)
  • Fuel-Injection Apparatus (AREA)

Claims (20)

  1. Rail d'étanchéité de fente de consigne à incorporer dans un mur à bétonner, dans lequel le rail d'étanchéité de fente de consigne est réalisé à partir d'une latte de rail (1) approximativement en forme de bande, sur laquelle est appliqué un mécanisme formant un canal d'injection (2) qui s'étend sur toute la longueur de la latte de rail (1),
    caractérisé en ce que
    la latte de rail (1) présente une perforation (5) dans la zone de contact du mécanisme formant un canal d'injection (2), si bien qu'une matière d'étanchéité injectée peut traverser la latte de rail.
  2. Rail d'étanchéité de fente de consigne selon la revendication 1,
    caractérisé en ce que
    on prévoit, sur les deux côtés de la latte de rail (1), un mécanisme formant un canal d'injection (2), s'étendant sur toute la longueur de la latte de rail (1).
  3. Rail d'étanchéité de fente de consigne selon la revendication 1 ou 2,
    caractérisé en ce que
    la latte de rail (1) est constituée d'un élément en matière synthétique à paroi mince.
  4. Rail d'étanchéité de fente de consigne selon la revendication 1 ou 2,
    caractérisé en ce que
    la latte de rail (1) est constituée d'une tôle de zinc.
  5. Rail d'étanchéité de tente de consigne selon l'une quelconque des revendications 1 à 4,
    caractérisé en ce que
    on prévoit, sur la latte de rail (1), une bande de gonflement (6) s'étendant approximativement parallèlement au mécanisme formant un canal d'injection (2).
  6. Rail d'étanchéité de fente de consigne selon la revendication 5,
    caractérisé en ce que
    la bande de gonflement (6) est disposée sur un bord longitudinal latéral de la latte de rail (1).
  7. Rail d'étanchéité de fente de consigne selon la revendication 5 ou 6,
    caractérisé en ce que
    la bande de gonflement (6) est disposée en position adjacente au mécanisme formant un canal d'injection (2).
  8. Rail d'étanchéité de fente de consigne selon une ou plusieurs des revendications 5 à 7,
    caractérisé en ce que
    on applique une bande de gonflement (6) sur les deux côtés de la latte de rail (1).
  9. Rail d'étanchéité de fente de consigne selon une ou plusieurs des revendications 1 à 8,
    caractérisé en ce que
    la liaison entre le mécanisme formant un canal d'injection (2), la latte de rail (1) et/ou entre la bande de gonflement (6) et la latte de rail (1) est réalisée par collage.
  10. Rail d'étanchéité de tente de consigne selon une ou plusieurs des revendications 1 à 9,
    caractérisé en ce que
    le mécanisme formant le canal d'injection (2) est une bande de mousse (12) constituée d'une mousse à alvéoles ouverts qui est constituée de préférence d'un matériau rigide.
  11. Rail d'étanchéité de tente de consigne selon la revendication 10,
    caractérisé en ce que
    la latte de rail (1) présente, dans la zone de la bande de mousse (12), un contour dans lequel la bande de mousse (12) vient se loger au moins en partie.
  12. Rail d'étanchéité de fente de consigne selon la revendication 11,
    caractérisé en ce que
    le contour de la latte de rail (1) entoure la bande de mousse (12) le long de trois de ses côtés longitudinaux.
  13. Rail d'étanchéité de tente de consigne selon une ou plusieurs des revendications 1 à 9,
    caractérisé en ce que
    le mécanisme tonnant le canal d'injection (2) est un canal creux (2a) réalisé en une seule pièce contre la latte de rail (1).
  14. Rail d'étanchéité de fente de consigne selon la revendication 13,
    caractérisé en ce que
    le canal creux (2a) est recouvert latéralement de respectivement une bande de mousse (12), le canal creux (2a) étant relié en communication avec la bande de mousse (12).
  15. Rail d'étanchéité de fente de consigne selon une ou plusieurs des revendications 1 à 9,
    caractérisé en ce que
    le mécanisme formant le canal d'injection (2) est un tuyau flexible d'injection (13).
  16. Rail d'étanchéité de fente de consigne selon la revendication 15,
    caractérisé en ce que
    le tuyau flexible d'injection (13) est constitué par une section de tuyau flexible (14) et par une section de base (15) en forme de bande qui vient s'appliquer contre la perforation (5) de la latte de rail (1).
  17. Rail d'étanchéité de fente de consigne selon une ou plusieurs des revendications 1 à 15,
    caractérisé en ce que
    la latte de rail (1) est constituée par un matériau rigide en soi, à paroi mince.
  18. Rail d'étanchéité de fente de consigne selon une ou plusieurs des revendications 1 à 17,
    caractérisé en ce que
    le mécanisme pour la réalisation d'un canal d'injection (2) est disposé au milieu en direction transversale sur la latte de rail (1).
  19. Utilisation d'un rail d'étanchéité de fente de consigne selon une ou plusieurs des revendications 1 à 18,
    caractérisée en ce que
    on introduit le rail d'étanchéité de fente de consigne dans une zone du mur à bétonner et le rail s'étend sur toute la hauteur du mur, et
    en ce que, après avoir bétonné le mur, on introduit par injection de la matière d'étanchéité dans le canal d'injection (2) qui s'est formé.
  20. Utilisation selon la revendication 19,
    caractérisée en ce que
    on fore depuis l'extérieur le canal d'injection pour l'introduction de la matière d'étanchéité par injection.
EP95924318A 1994-06-28 1995-06-23 Rail de joint de retrait Expired - Lifetime EP0760885B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE4422648 1994-06-28
DE4422648A DE4422648C2 (de) 1994-06-28 1994-06-28 Sollriß-Fugenschiene
PCT/EP1995/002449 WO1996000822A1 (fr) 1994-06-28 1995-06-23 Rail de joint de retrait

Publications (2)

Publication Number Publication Date
EP0760885A1 EP0760885A1 (fr) 1997-03-12
EP0760885B1 true EP0760885B1 (fr) 2000-05-10

Family

ID=6521742

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Application Number Title Priority Date Filing Date
EP95924318A Expired - Lifetime EP0760885B1 (fr) 1994-06-28 1995-06-23 Rail de joint de retrait

Country Status (24)

Country Link
EP (1) EP0760885B1 (fr)
JP (1) JP3009225B2 (fr)
CN (1) CN1076427C (fr)
AT (1) ATE192809T1 (fr)
CA (1) CA2193995C (fr)
CZ (1) CZ291370B6 (fr)
DE (2) DE4422648C2 (fr)
DK (1) DK0760885T3 (fr)
EE (1) EE03703B1 (fr)
ES (1) ES2147611T3 (fr)
FI (1) FI965210A0 (fr)
GR (1) GR3034108T3 (fr)
HU (1) HU219075B (fr)
LT (1) LT4229B (fr)
LV (1) LV11836B (fr)
NO (1) NO306265B1 (fr)
NZ (1) NZ289126A (fr)
PL (1) PL176766B1 (fr)
PT (1) PT760885E (fr)
RO (1) RO117336B1 (fr)
RU (1) RU2126073C1 (fr)
SI (1) SI9520069B (fr)
SK (1) SK284954B6 (fr)
WO (1) WO1996000822A1 (fr)

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Publication number Priority date Publication date Assignee Title
US6026622A (en) * 1995-06-23 2000-02-22 Rascor Spezialbau Gmbh Predetermined crack-joint
DE19722449A1 (de) * 1997-05-28 1998-12-03 Rene P Schmid Abschalelement
DE10107745A1 (de) * 2001-02-16 2002-09-19 Stekox Gmbh Verpressschlauch zum Herstellen von wasserundurchlässigen oder nur gering wasserdurchlässigen, gasdichten und/oder kraftschlüssigen Bauwerksfugen
DE10108704C1 (de) * 2001-02-23 2003-02-13 Behrendt Ursula Sollrissfuge mit einem Fugenblech zur Beeinflussung der Rissbildung in aufgehenden Betonwänden
DE10108705C2 (de) * 2001-02-23 2003-02-20 Behrendt Ursula Sollrissfuge mit einem Fugenblech zur Beeinflussung der Rissbildung in aufgehenden Betonwänden
DE10109384A1 (de) * 2001-02-27 2002-09-12 Bt Baubedarf Magdeburg Gmbh Wassersperre
AT4692U3 (de) * 2001-08-02 2002-09-25 Ronijak Leopold Dichtband
US6667700B1 (en) 2002-10-30 2003-12-23 Nbt Technology, Inc. Content-based segmentation scheme for data compression in storage and transmission including hierarchical segment representation
NZ533777A (en) * 2004-06-25 2004-09-24 Christopher John Fothergill Co Controlling cracks in cementitious materials
CN102808423B (zh) * 2012-08-23 2014-07-23 天津市津美园林工程有限公司 消除地面与建筑物外墙交接处沉降裂缝的方法
JP5863132B1 (ja) * 2014-11-17 2016-02-16 ケイコン株式会社 コンクリート製プレキャストブロック間の目地の形成方法
JP7032802B2 (ja) * 2018-04-06 2022-03-09 有限会社 創友 防護壁設置方法及び連続防護壁

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DE932134C (de) 1951-08-28 1955-08-25 Telefunken Gmbh Schaltungsanordnung zur Verhinderung der Schwingneigung von mehr-stufigen Verstaerkern mit kombinierter Stromspannungsgegenkopplung
CH600077A5 (en) * 1976-04-06 1978-06-15 Peter Kaufmann Seal for gaps in concrete structures
DE8335231U1 (de) 1983-12-08 1984-03-08 De Neef Chemie S.A. N.V., 3100 Heist o/d Berg Betonfugen-Dichtungsvorrichtung
DE8608396U1 (de) * 1986-03-27 1986-05-28 Max Frank GmbH & Co KG, 8448 Leiblfing Injektionsschlauch für Betonfugen
DE8910744U1 (fr) * 1989-09-08 1991-01-17 Schmidt, Rene P., Oberweningen, Ch
JP2913891B2 (ja) 1990-12-04 1999-06-28 三菱電機株式会社 多層配線基板
DE4140616C2 (de) * 1991-12-10 2000-01-13 Hiendl Heribert Injektionsschlauch
DE4223844A1 (de) * 1992-07-20 1994-01-27 Rene P Schmid Vorrichtung und Verfahren zum Einpressen von Injektionsgut in Betonierfugensysteme
DE9315974U1 (de) * 1993-10-20 1994-01-05 Rolf Pflieger Fa Fugenblech für Betonwandungen
DE9320134U1 (de) * 1993-12-23 1994-04-21 Ibs Injektionstechnologie Gmbh Injizierbare Fugenschiene

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WO1996000822A1 (fr) 1996-01-11
DE4422648A1 (de) 1996-01-11
NO965396L (no) 1997-02-21
CZ291370B6 (cs) 2003-02-12
NO306265B1 (no) 1999-10-11
CN1076427C (zh) 2001-12-19
SI9520069B (sl) 2002-02-28
RU2126073C1 (ru) 1999-02-10
SK168296A3 (en) 1997-10-08
ATE192809T1 (de) 2000-05-15
EE03703B1 (et) 2002-04-15
JPH10506159A (ja) 1998-06-16
JP3009225B2 (ja) 2000-02-14
CN1156490A (zh) 1997-08-06
PL318899A1 (en) 1997-07-21
FI965210A (fi) 1996-12-27
HU219075B (hu) 2001-02-28
EP0760885A1 (fr) 1997-03-12
LV11836B (en) 1997-12-20
RO117336B1 (ro) 2002-01-30
CA2193995A1 (fr) 1996-01-11
SK284954B6 (sk) 2006-03-02
CA2193995C (fr) 2002-07-30
HU9603596D0 (en) 1997-02-28
LT96177A (en) 1997-06-25
GR3034108T3 (en) 2000-11-30
PT760885E (pt) 2000-08-31
CZ380096A3 (en) 1997-06-11
DE4422648C2 (de) 1998-09-03
NZ289126A (en) 1998-03-25
EE9600207A (et) 1997-06-16
PL176766B1 (pl) 1999-07-30
LV11836A (lv) 1997-08-20
DK0760885T3 (da) 2000-09-11
SI9520069A (en) 1997-08-31
DE59508326D1 (de) 2000-06-15
FI965210A0 (fi) 1996-12-27
NO965396D0 (no) 1996-12-13
LT4229B (en) 1997-10-27
HUT77540A (hu) 1998-05-28
ES2147611T3 (es) 2000-09-16

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