EP0679772A1 - Durch wasser aufschwellende abschneidbare platte - Google Patents

Durch wasser aufschwellende abschneidbare platte Download PDF

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Publication number
EP0679772A1
EP0679772A1 EP95900296A EP95900296A EP0679772A1 EP 0679772 A1 EP0679772 A1 EP 0679772A1 EP 95900296 A EP95900296 A EP 95900296A EP 95900296 A EP95900296 A EP 95900296A EP 0679772 A1 EP0679772 A1 EP 0679772A1
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EP
European Patent Office
Prior art keywords
expansible
water
grout material
waterstop
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.)
Granted
Application number
EP95900296A
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English (en)
French (fr)
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EP0679772A4 (de
EP0679772B1 (de
Inventor
T. Asahi Denka Kogyo Kabushiki Kaisha FUKUSHIMA
Kazumi Asahi Denka Kogyo Kabushiki Kaisha ARAI
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Adeka Corp
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Asahi Denka Kogyo KK
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Application filed by Asahi Denka Kogyo KK filed Critical Asahi Denka Kogyo KK
Publication of EP0679772A1 publication Critical patent/EP0679772A1/de
Publication of EP0679772A4 publication Critical patent/EP0679772A4/de
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Publication of EP0679772B1 publication Critical patent/EP0679772B1/de
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    • 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

  • This invention relates to a water-expansible waterstop plate (water cut-off plate, sealing plate) to be embedded in a concrete joint portion.
  • a grout method is heretofore practiced.
  • a grout impregnating tube is embedded in a concrete joint portion, and a grout material is impregnated to a gap formed by contraction caused by curing of concrete to thereby stop water.
  • the above grout method has such shortcomings that the concrete once placed is contracted with the passage of time and a small gap is gradually formed between the grout material and the concrete, and therefore, the waterstop effect is deteriorated with the passage of time.
  • a waterstop method in which a water expansible waterstop plate is embedded in a concrete joint portion. While a waterstop effect can be obtained according to this method, there is such a problem that when a gap is formed in the water-expansible waterstop plate, structural strength is sometimes adversely affected. This problem is particularly significant in a concrete joint portion which is formed by a reverse concrete placement.
  • an object of the present invention to provide a water-expansible waterstop plate, in which a sufficient waterstop effect can be obtained even in a case where a gap is formed in a concrete joint portion, particularly at a concrete joint portion formed by a reverse concrete placement, without providing a problem in view of a structural strength.
  • a water-expansible waterstop plate to be embedded in a concrete joint portion comprising a tubular grout material inlet portion extending from one longitudinal end face of the water-expansible waterstop plate to the other longitudinal end face thereof, and a grout material outlet portion for discharging a grout material, which has been filled through the inlet portion, to a gap formed between the water-expansible waterstop plate and a concrete.
  • the water-expansible waterstop plate according to the present invention when in use, is first embedded in concrete and then, after the concrete has cured, a grout material is filled through the grout material inlet portion. At that time, the grout material is discharged from the grout material outlet to a gap formed (due to contraction or sedimentation of concrete) between the concrete and a waterstop plate, thereby obviating the deterioration of waterstop effect and the problem in view of structural strength.
  • a sufficient waterstop effect can be obtained even in a case where a gap is formed in a concrete joint portion, particularly at a concrete joint portion formed by a reverse concrete placement, without causing any problem in view of a structural strength.
  • a water-expansible waterstop plate according to the present invention will be described with reference to Figs. 1 and 2.
  • Fig. 1 is a perspective view showing a first embodiment of a water-expansible waterstop plate according to the present invention
  • Fig. 2 is a sectional view taken on line I-I' of the water-expansible waterstop plate shown in Fig. 1.
  • the water-expansible waterstop plate 1 shown in Figs. 1 and 2 is a water-expansible waterstop plate to be embedded in a concrete joint portion.
  • the water-expansible waterstop plate 1 includes a grout material inlet portion 10 extending from one end face of the water-expansible waterstop plate 1 to the other end face thereof in a longitudinal direction of the water-expansible waterstop plate 1, and a grout material outlet portion 20 for discharging a grout material, which has been filled through the inlet portion 10, to a gap formed between the water-expansible waterstop plate and a concrete.
  • the water-expansible waterstop plate 1 is formed in a rectangular parallelepiped configuration constituted of one end face 2, the other end face 3, a right and a left side faces 4, an upper face 5, and a lower face 6.
  • Two of such grout material inlet portions 10 have a cylindrical configuration and are formed at the right and left side faces 4 side of the water-expansible waterstop plate 1.
  • the grout material inlet portions 10 extend longitudinally from the end face 2 of the water-expansible waterstop plate 1 toward the other end face 3 thereof.
  • the grout material outlet portion 20 has a straight-line slit continuously formed from the right and left side faces 4 toward the grout material inlet portions 10 such that the grout material outlet portion 20 is dilated by pressure of the grout material filled in the grout material inlet portion 10.
  • reference character d denotes a width of a slit forming the grout material outlet portion 20
  • D denotes a diameter of a section (in the case where the section is a circle) of the grout material inlet portion (unit of both of them is the same).
  • the diameter is converted as a diameter of a circle having the same area.
  • the water-expansible waterstop plate 1 has two expansion inhibiting members 30 for inhibiting longitudinal expansion of the water-expansible waterstop plate 1, one at an upper surface 5 side and the other at a lower surface 6 side.
  • the expansion inhibiting members 30 are provided in such a manner that they longitudinally pierce through the water-expansible waterstop plate 1, namely, from the end face 2 toward the other end face 3. Owing to the provision of the expansion inhibiting members 30, positional discrepancy caused by the longitudinal expansion of the water-expansible waterstop plate 1 can be prevented.
  • Acceptable examples of a water-expansible material constituting the water-expansible waterstop plate 1 of this embodiment include a water-expansible resin (C) obtained by kneading a non-water-expansible thermoplastic resin (A) with a water-expansible material (B).
  • non-water-expansible thermoplastic resin (A) examples include natural rubbers; synthetic rubbers (e.g. EPDM); vinyl chloride resins such as polyvinyl chloride and its copolymers; ethylene-vinyl acetate copolymers, polyethylene, polypropylene and their copolymers; and silicone resins. It is preferable to use rubber resins such as natural rubbers and synthetic rubbers. When vinyl chloride resins are used, it is preferred to employ plasticizers simultaneously.
  • examples of water-expansible material (B) kneaded with the above-described non-water-expansible thermoplastic resin (A) include water-expansible urethane resin, carboxymethyl cellulose, polyvinyl alcohol, polyethylene glycol, hydroxyethyl cellulose, methyl cellulose, starch-acrylic acid copolymer, styrene-maleic anhydride copolymer and the salts of these copolymers, sodium polyacrylate, polyvinyl alcohol-maleic anhydride copolymer and their cross linked materials, vinyl ester-ethylenically unsaturated carboxylic acid copolymer and the saponificated materials thereof. It is preferable to use water-expansible urethane resin having the strength and water-expansible property.
  • a typical example of the water-expansible urethane resin includes prepolymer(s) having isocyanate groups, in which the content of terminal NCO groups amounts to 1 to 12%, preferably 2 to 7%, obtained by the reaction of one or more polyether polyols represented by the following general formula and polyisocyanate; R[(OR1)n OH]p wherein R represents a polyhydric alcohol residue; (OR1)n represents a polyoxyalkylene chain comprising oxyalkylene groups each having an oxyethylene group and an alkylene group carrying three or four carbon atoms, provided that the content of the oxyethylene groups amounts to 20 to 100% of the total molecular weigh; n is a number corresponding to the degree of polymerization of the oxyalkylene groups and giving a hydroxyl group equivalent of 200 to 2500; and p is a number of 2 to 8, preferably 2 to 4.
  • polyhydric alcohol represented as R examples include aliphatic dihydric alcohols such as ethylene glycol, propylene glycol, 1,4-butylene glycol and neopentyl glycol; trihydric alcohols such as glycerol, trioxyisobutane, 1,2,3-butanetriol, 1,2,3-pentanetriol, 2-methyl-1,2,3-propanetriol, 2-methyl-2,3,4-butanetriol, 2-ethyl-1,2,3-butanetriol, 2,3,4-pentanetriol, 2,3,4-hexanetriol, 4-propyl-3,4,5-heptanetriol, 2,4-dimethyl-2,3,4-pentanetriol, pentamethyl glycerol, pentaglycerol, 1,2,4-butanetriol, 1,2,4-pentanetriol and trimethylolpropane; tetrahydric alcohols such as erythr
  • the polyether polyols represented by the above-described general formula may be obtained by adding alkylene oxide having 3 to 4 carbon atoms and ethylene oxide to these polyhydric alcohol in such a conventional manner as to give the desired molecular weight and to give the desired content of the ethylene oxide group. Either random or block addition of the alkylene oxide having 3 to 4 carbon atoms and the ethylene oxide may be employed therefor.
  • the content of the oxyethylene group based on the molecular weight of polyether polyols ranges 20 to 100% by weight. When the content of the oxyethylen group is less than 20%, the expansible ratio of the prepolymer having isocyanate groups obtained by reacting isocyanate becomes small, so that sufficient water-proof cannot be obtained.
  • Example of the polyisocyanate include any polyisocyanates such as 1,4-butane diisocyanate, 1,6-hexane diisocyanate, dicyclohexylmethane diisocyanate, cyclohexane diisocyanate, 1,5-bis-isocyanato-1,3,5-trimethyl-cyclohexane, 1,3-bis-(isocyanatomethyl)-benzene and methylcyclohexane diisocyanate.
  • Fatty acid triisocyanate may be employed together partially.
  • aromatic polyisocyanate examples include any aromatic diisocyanates such as 2,4- or 2,6-tolylene diisocyanate or their isomer mixtures; 4,4'-diphenylmethane diisocyanate, 3,3'-dimethyldiphenylmethane-4,4'-diisocyanate, m- or p-phenylene diisocyanate, 1,5-naphthylene diisocyanate and their isomers.
  • aromatic polyisocyanate having carbodiimide-, urethodione-, urethane-, urethoimine- or biuret group or isocyanurate ring(s) may be employed alone or together.
  • the prepolymer having isocyanate groups, which is a calking compound, thus obtained can be used independently or simultaneously with an active hydrogen compound by mixing and curing.
  • the active hydrogen compound is polyol, polyamine or a mixture thereof each having 2 to 6 of active hydrogen atoms per one molecule and having an average molecular weight per active hydrogen atoms of 30 to 15,000, for example, low-molecular weight di or triols such as ethylene glycol, 1,4-butanediol, glycerol and trimethylol propane; polyalkylene glycols such as polypropylene glycol, ethylene oxide-propylene oxide copolymers; polymers of alkylene oxide such as ethylene oxide-propylene oxide and low-molecular weight triols such as glycerol, trymethylolpropane, 1,2-6-hexanetriol, low-molecular weight tetraols such as pentaerythritol or low-molecular weight hexaols such as solbitol; or polyamines such as ethylenediamine, 4,4'-methylene-bis-1-chloroaniline or polymers of these
  • any well-known catalyst for promoting the reaction of isocyanate group and an active hydrogen compound can be added.
  • the catalyst to be added include triethylamine, triehtylenediamine, N-morpholine, stannous octoate and dibutyl dilaurate.
  • [NCO] / [H+] is preferably 0.8 to 1.4, more preferably 1.0 to 1.2.
  • water-expansible urethane resin may further contain high molecular materials such as other urethane resins, epoxy resins and acryl resins, optionally, and additives of these resins such as calcium carbonate, clay, aluminium silicate, talc or titanium dioxide. Appropriate amount of color former and antioxidant can be also added thereto.
  • water-expansible resin (C) Detailed description regarding the water-expansible resin (C) will be given in the case of using vinyl chloride resins as the non-water-expansible thermoplastic resin (A) and water-expansible urethane resin as the water-expansible material (B).
  • Examples of the preferable above-mentioned vinyl chloride resins include homopolymer of vinyl chloride, copolymer of vinyl chloride and other monomers and graft polymer of vinyl chloride and other monomers, and chlorinated compounds of the homopolymer, the copolymer or the graft polymer.
  • the vinyl chloride resins preferably has an average polymerization degree of 400 to 4000.
  • An average polymerization degree is preferably 500 to 3000, more preferably 700 to 2000. When the average polymerization degree is less than 400, the strength of the water-expansible resin (C) lowers, and when it is more than 4000, the workability deteriorates.
  • the vinyl chloride resins may be used in an amount of 10 to 97% by weight based on the mixture of the vinyl chloride resins and the water-expansible urethane resin, and it is preferably from 20 to 95% by weight, still preferably 30 to 90% by weight.
  • amount of the vinyl chloride resins is less than 10% by weight, its workability etc. is lost, and the adjustment of hardness according to the plasticizer becomes difficult. Contrarily, when it exceeds 97% by weight, the water expansibility deteriorates.
  • a plasticizer when vinyl chloride resins is used as the non-water-expansible thermoplastic resin (A).
  • This plasticizer is not particularly limited.
  • examples of such a plasticizer are those usually employed when preparing vinyl chloride resins, for example, phthalates such as dioctyl phthalate and ditridecyl phthalate; trimellitates such as trioctyl trimellitate; pyromellitates such as tetra 2-ethylhexyl pyromellitate; and adipate which is a condensate of adipic acid and diol such as 1,2-propylene glycol, triethylene glycol, neopentyl glycol or the like.
  • the plasticizer may be added in an amount of 0 to 200 parts by weight, preferably 15 to 150 parts by weight, based on 100 parts by weight of the vinyl chloride resins. When it exceeds 200 parts by weight, bleeding occurs and waterstop lowers.
  • the above-mentioned water-expansible resin (C) may further contain additives generally added to the vinyl chloride resin.
  • additives include an organotin thermostabilizer such as dialkyltin mercaptide, dialkyltin malate and dialkyltin laurate; a metal soap such as calcium stearate, zinc stearate, cadmium stearate, barium stearate and lead stearate; an inorganic stabilizer such as lead tribasic sulfate, lead dibasic stearate, calcium hydroxide and calcium silicate; a chelating agent such as trisnonylphenylphosphite and alkylmonoallylphosphite; waxes such as ester wax and hydrocarbon wax; an epoxide compound such as epoxidized soybean oil, epoxidized linseed oil and epoxidized bisphenol(s); and a filler such as calcium carbonate, talc, clay
  • Acceptable examples of a material constituting the expansion inhibiting member 30 include a wire net and a plastic net-like molded product. In view of strength, flexibility, durability and the like, it is preferred to use a stainless steel net and more preferred to use a flat-shaped one.
  • the diameter of a wire in case a net-like molded product is used as the expansion inhibiting member is preferably 0.15 m/m to 0.8 m/m and more preferably 0.2 m/m to 0.5 m/m, because if the diameter is too large, it becomes difficult to change the shape of the product and maintain the shape.
  • the size of mesh of the net-like molded product causes a change in the ratio of the water-expansible material united through the meshes. If the mesh is too small, integrity is reduced and the net-like molded product tends to be easily peeled off. In contrast, if the mesh is too large, the effect of the net-like non-expansible member is diminished and the inhibition of expansion becomes impossible. Accordingly, the mesh of the net-like molded product is preferably in a range of from 5 mesh to 80 mesh, and more preferably in a range of from 10 mesh to 40 mesh.
  • the water-expansible waterstop plate of the present invention can be easily produced by molding or extruding the water expansible material into a desired shape, then forming a slit, etc. to provide the grout material outlet portion, and then cutting the material into an appropriate length.
  • a waterstop method using the water-expansible waterstop plate of the present invention will be described with reference to Fig. 3.
  • a reverse concrete placement is illustrated. It should be noted, however, that this method is likewise applicable to the normal concrete placement.
  • the concrete placement surface is small in difference between the longitudinal direction and the width direction. However, it should be noted that this method is likewise applicable to a case in which the longitudinal length is several times as large as the width length as in the case with a general concrete placement.
  • Fig. 3(A) is a perspective view showing a state in which a water-expansible waterstop plate of the present invention is applied to a concrete placement
  • Fig. 3(B) is a perspective view showing a process in which a concrete is further placed and a grout material is filled.
  • the waterkd-expansible waterstop plate 1 is connected, through adhesive or the like, to a lower surface (further concrete placing side) of the cured concrete 41 with the end face 3 being intimately attached to the concrete wall 40 which has already been placed.
  • the concrete 42 is placed at the lower surface of the concrete 41 such that only the end face 2 of the water-expansible waterstop plate 1 is exposed.
  • a grout material is filled through the grout material inlets 10 under a predetermined pressure.
  • the grout material is discharged through the grout material outlet portion 20 and the grout material is filled in the gaps 43 formed between the cured concretes 41 and 42 and between the concrete 42 and the water-expansible waterstop plate 1.
  • the gap formed at the stage when the concrete is cured is closed with the grout material, and the gap formed by contraction with the passage of time can be closed by expansion of the water-expansible waterstop plate.
  • the conventional grout material can be used as desired.
  • a mortar (including cement and expansible mortar) series grout material a liquid rubber (including water expansible rubber) series grout material, a silica sol series grout material, a bentonite/siliceous soda series grout material, a foamed urethane (including prepolymer) series grout material, and an epoxy resin (including emulsion) series grout material.
  • the pressure at the time when grout material is filled is preferably 0.1 kg/cm2 to 50 kg/cm2 at the inlet portion and more preferably 1 kg/cm2 to 10 kg/cm2.
  • the water-expansible waterstop plate of the present invention is not limited to the above embodiment.
  • the sectional configuration of the grout material inlet portion 10 is preferably circular or a shape similar to a circle, it may be a polygon such as a triangle, a square, a hexagon, an octagon, etc. It may also be an indeterminate shape. It may vary depending on a certain position in the longitudinal direction.
  • the grout material inlet portion 10 may take a construction not piercing in the longitudinal direction (namely, construction in which the other end face 3 side is closed).
  • the other end face of the grout material inlet portion is open as in the above-mentioned embodiment, and that it is closed with the use of a closing tool such as a bolt or the like, after the cleaning and communication (filling) has been confirmed.
  • the grout material outlet portions 20 may be arranged at a predetermined space and it may be a slit formed in a slant fashion. It may also be arranged as a valve construction.
  • the grout material outlet portion 20 may be provided on the upper surface of the water-expansible waterstop plate.
  • the water-expansible waterstop plate is first placed in concrete by provisionally adhering the upper surface of the water-expansible waterstop plate provided with the grout material outlet portion 20 to the lower surface of the concrete by a double faced taped, or the like. Then, concrete is further placed. At the time when the concrete has cured, the grout material is filled (under pressure).
  • the grout material outlet portion 20 may be of other construction than mentioned above. For example, it may be a U-shaped groove or the like.
  • Fig. 4 is a perspective view showing another embodiment of a water-expansible waterstop plate of the present invention
  • Fig. 5 is a schematic perspective view showing one example of a concrete construction formed by using the water-expansible waterstop plate shown in Fig. 4
  • Fig. 6 is an enlarged plan view of the portion indicated by I of Fig. 5.
  • the water-expansible waterstop plate 1A shown in Fig. 4 has connection holes 50A piercing from the ground material inlet portion 10A to the longitudinal side face 4A of the water-expansible waterstop plate 1A, so that a plurality of water-expansible waterstop plates can be connected together through the connecting holes 50A via joint tools 60A fitted thereto.
  • two of such connecting holes 50A are provided generally at central portion of the side face 4A in such a manner as to correspond to the grout material inlet portions of another water-expansible waterstop plate.
  • the L-shaped joint tools 60A are embedded and fitted in the grout material inlet portion 10A and the connecting holes 50A such that one ends of the tools 60A project sideways.
  • Each tool 60A is an L-shaped tubular member made of plastic, metal or the like.
  • the tool 60A has a passageway hole (not shown) at its angular portion.
  • the passageway hole is adapted to flow the grout material filled in the grout material inlet portion 10A.
  • a concrete construction 70A shown in Fig. 5 is a construction for the use in a vertical tunnel. This concrete construction 70A is built up under the ground by digging the ground from the surface.
  • Reference numeral 71A denotes an outer surface (surface surrounded by earth surface), and 72A denotes an inner surface (inner surface of the tunnel).
  • the water-expansible waterstop plates 1 having the connecting holes perpendicular in the width direction and the water-expansible waterstop plates 1 having no connecting hole in their longitudinal direction are arranged such that the water-expansible waterstop plates 1A and the water-expansible waterstop plates 1 are alternately connected together over the entirety of the construction, thus providing a waterstop construction.
  • the water-expansible waterstop plates 1A and the water-expansible waterstop plates 1 are connected together through the connecting holes 50A formed in the water-expansible waterstop plates 1A and through the joint tools 60A disposed at the grout material inlet portions 10A.
  • the grout material is filled per each block a as shown in Fig. 6. Specifically, the grout material is filled in the grout material inlets in the block a . After the grout material coming out of the grout material outlets 74A has been confirmed, the grout material outlets 74A are closed and the grout material is filled in the gaps under pressure.
  • ground material inlet portions are provided to the water-expansible waterstop plates 1A and 1, respectively.
  • a cavity portion reinforcement material may be disposed within the grout material inlet portion.
  • Examples of the cavity portion reinforcement material include a pipe 100 having a plurality of apertures 101 as shown in Fig. 7(a), a rubber tube (not shown) made of a hard rubber material, a molded member 100' having a spiral shape as shown in Fig. 7(b), and the like.
  • Examples of material forming the pipe and molded member include plastic, metal, and the like.
  • the grout material inlet portion can be improved in strength. Accordingly, even in the case where the water-expansible waterstop plate is used in place where loads of concrete are particularly incurred, the cavity of the grout material inlet portion is not crushed, and therefore, decrease of discharge efficiency of the grout material can be prevented.
  • a water-expansible waterstop plate according to the present invention is embedded in a concrete joint portion in various constructions.
  • the cut-off plate is first embedded in concrete.
  • a rout material is filled through a grout material inlet portion.
  • the grout material is discharged into a gap formed (due to contraction or sedimentation of concrete) between the concrete and the waterstop plate, thereby obviating the deterioration of waterstop effect and the problem in view of structural strength.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
EP95900296A 1993-11-12 1994-11-11 Durch wasser aufschwellende abschneidbare platte Expired - Lifetime EP0679772B1 (de)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
JP283584/93 1993-11-12
JP28358493 1993-11-12
JP28358493 1993-11-12
PCT/JP1994/001918 WO1995013437A1 (fr) 1993-11-12 1994-11-11 Plaque decoupee se dilatant dans l'eau

Publications (3)

Publication Number Publication Date
EP0679772A1 true EP0679772A1 (de) 1995-11-02
EP0679772A4 EP0679772A4 (de) 1996-03-27
EP0679772B1 EP0679772B1 (de) 2001-10-10

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Application Number Title Priority Date Filing Date
EP95900296A Expired - Lifetime EP0679772B1 (de) 1993-11-12 1994-11-11 Durch wasser aufschwellende abschneidbare platte

Country Status (3)

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EP (1) EP0679772B1 (de)
DE (1) DE69428587T2 (de)
WO (1) WO1995013437A1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0980935A2 (de) * 1998-08-17 2000-02-23 Köster Bauchemie Gmbh Verfahren und Vorrichtung zum Einbringen von Materialien hinter Bauteilen

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109881692B (zh) * 2019-03-22 2024-04-09 上海长凯岩土工程有限公司 预先装配式降水井

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8525266U1 (de) * 1985-09-04 1986-01-02 Max Frank Gmbh & Co Kg, 8441 Leiblfing Injektionsschlauch für Betonfugen
EP0418699A1 (de) * 1989-09-08 1991-03-27 René P. Schmid Dichtungseinrichtung für Betonfugen sowie Verfahren zu ihrer Verfüllung
EP0501004A1 (de) * 1991-03-01 1992-09-02 C.I. Kasei Co., Ltd Dichtung für Kupplungsvorrichtung und Verfahren zum Einsetzen derselben
DE4140616A1 (de) * 1991-12-10 1993-06-17 Hiendl Heribert Injektionsschlauch

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Publication number Priority date Publication date Assignee Title
JPS49143143U (de) * 1973-04-10 1974-12-10
JPS5286243A (en) * 1976-01-09 1977-07-18 Mitsuo Morita Water stopping material for tunnel construction work
JPS5930022Y2 (ja) * 1979-09-29 1984-08-28 西武ポリマ化成株式会社 構造物間のシ−ル装置
JP2844080B2 (ja) * 1989-05-29 1999-01-06 大成建設株式会社 構造物の防水並びに止水用シール材
JPH0774513B2 (ja) * 1990-03-02 1995-08-09 シーアイ化成株式会社 目地シール材およびその施工法
JPH0470334U (de) * 1990-05-22 1992-06-22

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8525266U1 (de) * 1985-09-04 1986-01-02 Max Frank Gmbh & Co Kg, 8441 Leiblfing Injektionsschlauch für Betonfugen
EP0418699A1 (de) * 1989-09-08 1991-03-27 René P. Schmid Dichtungseinrichtung für Betonfugen sowie Verfahren zu ihrer Verfüllung
EP0501004A1 (de) * 1991-03-01 1992-09-02 C.I. Kasei Co., Ltd Dichtung für Kupplungsvorrichtung und Verfahren zum Einsetzen derselben
DE4140616A1 (de) * 1991-12-10 1993-06-17 Hiendl Heribert Injektionsschlauch

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of WO9513437A1 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0980935A2 (de) * 1998-08-17 2000-02-23 Köster Bauchemie Gmbh Verfahren und Vorrichtung zum Einbringen von Materialien hinter Bauteilen
EP0980935A3 (de) * 1998-08-17 2001-03-21 Köster Bauchemie Gmbh Verfahren und Vorrichtung zum Einbringen von Materialien hinter Bauteilen

Also Published As

Publication number Publication date
EP0679772A4 (de) 1996-03-27
DE69428587D1 (de) 2001-11-15
EP0679772B1 (de) 2001-10-10
DE69428587T2 (de) 2002-06-27
WO1995013437A1 (fr) 1995-05-18

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