WO2017116653A1 - Waterproof sheet for asphalt-paved road, waterproof structure, and method for constructing waterproof structure - Google Patents

Waterproof sheet for asphalt-paved road, waterproof structure, and method for constructing waterproof structure Download PDF

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Publication number
WO2017116653A1
WO2017116653A1 PCT/US2016/065770 US2016065770W WO2017116653A1 WO 2017116653 A1 WO2017116653 A1 WO 2017116653A1 US 2016065770 W US2016065770 W US 2016065770W WO 2017116653 A1 WO2017116653 A1 WO 2017116653A1
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WIPO (PCT)
Prior art keywords
layer
waterproof
fusing
adhesive agent
sheet
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PCT/US2016/065770
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English (en)
French (fr)
Inventor
Yoshinao Yamazaki
Masashi SONODA
Yorinobu Takamatsu
Hitoshi Morimoto
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3M Innovative Properties Company
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Application filed by 3M Innovative Properties Company filed Critical 3M Innovative Properties Company
Publication of WO2017116653A1 publication Critical patent/WO2017116653A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/16Reinforcements
    • E01C11/165Reinforcements particularly for bituminous or rubber- or plastic-bound pavings

Definitions

  • the present invention relates to a waterproof sheet for an asphalt-paved road, a waterproof structure, and a method for constructing a waterproof structure.
  • Patent Document 1 Japanese Unexamined Patent Application Publication No. 2003-313817A discloses a method of forming a urethane-based waterproof material layer on a concrete slab and, after the urethane-based waterproof material layer cures, laminating a thermoplastic resin and asphalt pavement thereon.
  • One aspect of the present invention relates to a waterproof sheet for an asphalt-paved road comprising: a waterproof layer containing a thermoplastic urethane resin; a fusing layer provided on one face of the waterproof layer, the fusing layer containing a thermoplastic resin having a melt temperature of not more than 100°C; an adhesive agent layer provided on another face of the waterproof layer, the adhesive agent layer containing an adhesive agent; and a bonding layer provided between the waterproof layer and the fusing layer so as to bond the waterproof layer and the fusing layer.
  • Another aspect of the present invention relates to a waterproof structure comprising the waterproof sheet described above and asphalt pavement laid on the fusing layer of the waterproof sheet.
  • Yet another aspect of the present invention relates to a method for constructing a waterproof structure comprising the steps of: disposing the waterproof sheet described above so that the adhesive agent layer is on a construction face side; and laying asphalt pavement on the fusing layer of the waterproof sheet.
  • the present invention provides a waterproof sheet for an asphalt-paved road which makes it possible to easily construct a waterproof structure having excellent durability in a short amount of time.
  • the present invention provides a waterproof structure comprising a waterproof sheet for an asphalt-paved road and having excellent durability.
  • the present invention provides a method for constructing a waterproof structure which makes it possible to easily form a waterproof structure with a short construction time .
  • FIG. 1 is a cross-sectional view illustrating an overview of the waterproof sheet for an asphalt-paved road according to an embodiment.
  • FIG. 2 is a cross-sectional view illustrating an overview of a waterproof structure according to an embodiment.
  • FIGS . 3A to 3 C are drawings for explaining the method for constructing the waterproof structure according to an embodiment.
  • FIG. 4 is a drawing for explaining an evaluation method in a tension test.
  • FIG. 1 is a cross-sectional view illustrating an overview of the waterproof sheet for an asphalt-paved road (also called a "waterproof sheet” hereafter) according to an embodiment.
  • a waterproof sheet 10 comprises: a waterproof layer 1 containing a thermoplastic urethane resin; a fusing layer 2 provided on one face of the waterproof layer 1 , the fusing layer 2 containing a thermoplastic resin having a melt temperature of not more than 100°C; an adhesive agent layer 3 provided on another face of the waterproof layer 1 , the adhesive agent layer 3 containing an adhesive agent; and a bonding layer 4 provided between the waterproof layer 1 and the fusing layer 2 so as to bond the waterproof layer 1 and the fusing layer 2.
  • the waterproof sheet 10 is a sheet in which the waterproof layer 1 , the fusing layer 2, the adhesive agent layer 3, and the bonding layer 4 are formed integrally, using the waterproof sheet 10 makes it possible to form a waterproof structure more easily and in a shorter amount of time than in a conventional construction method.
  • the waterproof sheet 10 includes a bonding layer 4 for bonding the waterproof layer 1 and the fusing layer 2 between the waterproof layer 1 and the fusing layer 2, delamination between the waterproof layer 1 and the fusing layer 2 is suppressed, and a waterproof structure having excellent durability can be achieved.
  • the waterproof layer 1 is a layer which contributes to the water resistance of the waterproof structure .
  • the waterproof layer 1 contains a thermoplastic urethane resin.
  • a thermoplastic urethane resin is a thermoplastic resin having a plurality of urethane bonds (- NHCOO-) in the molecule .
  • thermoplastic urethane resins include polyether-based urethane resins, polyester-based urethane resins, polycarbonate-based urethane resins, adipate- based urethane resins, and caprolactone-based urethane resins.
  • the waterproof layer 1 may contain one type or two or more types of thermoplastic urethane resins .
  • the weight average molecular weight of the thermoplastic urethane resin may be, for example, not less than 30,000 or not less than 50,000. In addition, the weight average molecular weight of the thermoplastic urethane resin may be, for example, not more than 300,000 or not more than 200,000. Note that in this specification, the weight average molecular weight of the thermoplastic urethane resin refers to a value measured by gel permeation chromatography (GPC) in terms of standard polystyrene .
  • GPC gel permeation chromatography
  • the flow starting temperature of the thermoplastic urethane resin may be, for example, not less than 100°C or not less than 140°C. As a result, the tearing of the waterproof layer 1 due to heating at the time of the laying of the asphalt pavement is sufficiently prevented.
  • the flow starting temperature of the thermoplastic urethane resin may be, for example, not more than 240°C or not more than 200°C. Note that in this specification, the flow starting temperature of the thermoplastic urethane resin refers to a value measured with a Koka-type flow tester method (die : 1 mm x 1 mm ⁇ , load: 294 N, starting temperature : 1 10°C) .
  • the waterproof layer 1 may contain components other than the thermoplastic urethane resin.
  • components other than the thermoplastic urethane resin include polyolefin- based resins, polyester-based resins, polyamide-based resins, and styrene-based elastomers.
  • the waterproof layer 1 may be a layer containing the thermoplastic urethane resin as a main component or may be a layer consisting of the thermoplastic urethane resin.
  • the content of the thermoplastic urethane resin in the waterproof layer 1 may be, for example, not less than 60 mass% on the basis of the total amount of the waterproof layer 1 , and is preferably not less than 80 mass% and more preferably not less than 90 mass%.
  • the thickness of the waterproof layer 1 may be, for example, not less than 0.05 mm, and is preferably not less than 0. 1 mm and more preferably not less than 0.2 mm. This yields an effect that the durability of the waterproof structure is even more superior. Specifically, this yields the effect of having excellent penetration resistance as defined in Waterproof Test II of the Structure-Related Test Method of the NEXCO Test Method (4th Edition) (July 2015).
  • the thickness of the waterproof layer 1 may be, for example, not more than 5 mm, and is preferably not more than 3 mm and more preferably not more than 2 mm. This yields the effect of having excellent handleability at the time of construction in that the weight of the roll does not become too large when the waterproof sheet is formed into a roll shape, the roll length of the roll can be increased, and the like .
  • the flow starting temperature of the waterproof layer 1 - that is, the flow starting temperature of the resin composition constituting the waterproof layer 1 - may be, for example, not less than 100°C and is preferably not less than 140°C. As a result, the tearing of the waterproof layer 1 due to heating at the time of the laying of the asphalt pavement is sufficiently prevented.
  • the flow starting temperature of the waterproof layer 1 may be, for example, not more than 240°C or not more than 200°C. Note that in this specification, the flow starting temperature of the waterproof layer 1 refers to a value measured with a Koka-type flow tester method (die: 1 mm x 1 mm ⁇ , load: 294 N, starting temperature: 110°C).
  • the fusing layer 2 is a layer for fusing the asphalt pavement at the time of the
  • thermoplastic resin A having a melt temperature of not more than 100°C
  • the melt temperature of the thermoplastic resin A is preferably not more than 100°C and more preferably not more than 80°C.
  • the melt temperature of the thermoplastic resin A is not more than 100°C, the fusibility of the fusing layer 2 and the asphalt pavement is further enhanced.
  • sufficient bond strength can be achieved with the asphalt pavement.
  • the melt temperature of the thermoplastic resin A may be, for example, not less than
  • thermoplastic resin A is preferably not less than 35°C and more preferably not less than 50°C.
  • melt temperature of the thermoplastic resin A is not less than 30°C, it is possible to sufficiently prevent rutting from occurring in the asphalt pavement due to wheel load associated with vehicle traffic.
  • melt temperature of the thermoplastic resin A refers to a value measured with the method according to JIS K6924-2 ( 1997).
  • the thermoplastic resin A may be at least one type of resin selected from the group consisting of polyolefin-based resins, polyester-based resins, polyamide-based resins, and polyurethane-based resins, for example. More specifically, the thermoplastic resin A may be at least one type of resin selected from a group consisting of ethylene-vinyl acetate copolymers (EVA), ionomers, ethylene acrylic copolymers (EAA), and styrene butylene elastomers (SBS).
  • EVA ethylene-vinyl acetate copolymers
  • EAA ethylene acrylic copolymers
  • SBS styrene butylene elastomers
  • the thermoplastic resin A is preferably an elastomer having water resistance from the perspective of the waterproof structure having even better durability.
  • the thermoplastic resin A is more preferably an ethylene-vinyl acetate copolymer (EVA) from the perspective of having excellent bonding with the asphalt pavement.
  • the weight average molecular weight of the thermoplastic resin A may be, for example, not less than 10,000 or not less than 40,000, for example. In addition, the weight average molecular weight of the thermoplastic resin A may be, for example, not more than 100,000 or not more than 60,000. Note that in this specification, the weight average molecular weight of the thermoplastic resin A refers to a value measured by gel permeation chromatography (GPC) in terms of standard polystyrene.
  • GPC gel permeation chromatography
  • the fusing layer 2 may contain components other than the thermoplastic resin A.
  • components other than the thermoplastic resin A include reinforcing members such as fillers and nonwoven fabrics, antioxidants, light-resistant materials, deterioration inhibitors, and the like .
  • the fusing layer 2 may be a layer containing the thermoplastic resin A as a main component or a layer consisting of the thermoplastic resin A.
  • the content of the thermoplastic resin A in the fusing layer 2 may be, for example, not less than 60 mass% on the basis of the total amount of the fusing layer 2, and is preferably not less than 80 mass% and more preferably not less than 90 mass%.
  • the thickness of the fusing layer 2 may be, for example, not less than 0. 1 mm, and is preferably not less than 0.2 mm and more preferably not less than 0.5 mm. This yields the effect of having excellent fusibility with the asphalt.
  • the thickness of the fusing layer 2 may be, for example, not more than 10 mm, and is preferably not more than 5 mm and more preferably not more than 2 mm. This yields the effect of having excellent handleability at the time of construction in that the weight of the roll does not become too large when the waterproof sheet is formed into a roll shape, the roll length of the roll can be increased, and the like .
  • the melt temperature of the fusing layer 2 - that is, the melt temperature of the resin composition constituting the fusing layer 2 - may be, for example, not more than 80°C and is preferably not more than 70°C. As a result, the fusibility at the time of the laying of the asphalt pavement is further enhanced.
  • the melt temperature of the fusing layer 2 may be, for example, not less than 30°C or not less than 40°C. This makes it possible to sufficiently prevent rutting from occurring in the asphalt pavement due to wheel load associated with vehicle traffic. Note that in this specification, the melt temperature of the fusing layer 2 refers to a value measured with the method according to JIS K6924-2 ( 1997).
  • the adhesive agent layer 3 is a layer for bonding the construction face and the waterproof layer 1 , and the adhesive agent layer 3 contains an adhesive agent.
  • the adhesive agent is at least one type of adhesive agent selected from the group consisting of solvent-type acrylic-based adhesive agents, solvent-type natural rubber-based adhesive agents, emulsion-type acrylic-based adhesive agents, and hot melt-type acrylic-based adhesive agents. Acrylic-based adhesive agents are preferable from the perspective of the waterproof structure having even better durability. In this embodiment, an acrylic-based adhesive tape may be used as the adhesive agent layer 3.
  • the adhesive agent layer 3 may contain one type or two or more types of adhesive agents.
  • the adhesive agent layer 3 is preferably a foam body.
  • the durability of the waterproof structure tends to be further enhanced.
  • the reason that such an effect is achieved is unclear, but the present inventors surmise the following .
  • the construction face to be paved with asphalt (asphalt pavement) for example, a concrete slab
  • asphalt asphalt
  • the adhesive agent layer 3 is a foam body
  • the adhesive agent layer 3 has excellent following characteristics with respect to the unevenness and cracks of the construction face, so the generation of such gaps is easily prevented.
  • the adhesion with the construction face is easily enhanced as a result of an increase in the contact area between the construction face and the adhesive agent layer 3. It is presumed to be due to these reasons that the durability of the waterproof structure is further enhanced when the adhesive agent layer 3 is a foam body.
  • adheresive agent layer 3 is a foam body
  • the adhesive agent layer 3 is not limited to a single layer as long as it is a layer containing an adhesive agent on the surface on the waterproof layer 1 side and the surface on the opposite side as the waterproof layer 1.
  • the adhesive agent layer 3 may be, for example, a layer comprising a base layer and layers containing an adhesive agent on both sides of the base layer. From such a perspective, the adhesive agent layer 3 may be a double-sided adhesive tape .
  • the thickness of the adhesive agent layer 3 may be, for example, not less than 0. 1 mm, and is preferably not less than 0.5 mm and more preferably not less than 1.0 mm. This yields the effect of having excellent bonding with the underlying layer.
  • the thickness of the adhesive agent layer 3 may be, for example, not more than 10 mm, and is preferably not more than 5 mm and more preferably not more than 2 mm. This yields the effect of having excellent handleability at the time of construction in that the weight of the roll does not become too large when the waterproof sheet is formed into a roll shape, the roll length of the roll can be increased, and the like.
  • the bonding layer 4 is a layer for bonding the waterproof layer 1 and the fusing layer 2.
  • the bonding layer 4 may be, for example, a layer derived from a primer applied to the waterproof layer 1 or the fusing layer 2.
  • the primer may be selected appropriately in accordance with the compositions of the waterproof layer 1 and the fusing layer 2.
  • the primer may be, for example, a primer containing a compound having an isocyanate group. Since such a primer has excellent reactivity with the thermoplastic urethane resin of the waterproof layer 1 , excellent bonding strength can be achieved between the waterproof layer 1 and the fusing layer 2.
  • the primer preferably further contains a chlorinated polyolefin.
  • a commercially available primer may be used as the primer.
  • examples of commercially available primers include K-500NT, K-500, K-550, V-720, V-700, C- 100, and N-200 (all manufactured by 3M Ltd.) .
  • the bonding layer 4 may be a layer containing an adhesive resin composition.
  • the adhesive resin composition may be, for example, a resin composition containing a thermoplastic resin and a tackifier. Such a bonding layer 4 may be interposed between the waterproof layer 1 and the fusing layer 2 when the waterproof layer 1 and the fusing layer 2 are laminated or may be formed by extrusion molding together with the waterproof layer 1 and the fusing layer 2.
  • thermoplastic resin contained in the adhesive resin composition may be, for example, modified EVA or the like .
  • the thickness of the bonding layer 4 may be, for example, not less than 0.0001 mm, and is preferably not less than 0.0005 mm and more preferably not less than 0.001 mm. This yields an effect that the interlayer bonding between the waterproof layer 1 and the fusing layer 2 is even more superior.
  • the thickness of the bonding layer 4 is, for example, not more than 0. 1 mm, and is preferably not more than 0.05 mm and more preferably not more than 0.02 mm. As a result, the cohesive force of the primer layer is kept strong.
  • the thickness of the bonding layer 4 may be, for example, not less than 0.01 mm, and is preferably not less than 0.05 mm and more preferably not less than 0. 1 mm . This yields an effect that the interlayer bonding between the waterproof layer 1 and the fusing layer 2 is even more superior.
  • the thickness of the bonding layer 4 may be, for example, not more than 2 mm, and is preferably not more than 1 mm and more preferably not more than 0.5 mm. This yields the effect of having excellent handleability at the time of construction in that the weight of the roll does not become too large when the waterproof sheet is formed into a roll shape, the roll length of the roll can be increased, and the like.
  • the thickness of the waterproof sheet 10 is, for example, not less than 0. 1 mm, and is preferably not less than 0.5 mm and more preferably not less than 1 mm. This yields an effect that the durability of the waterproof structure is even more superior. Specifically, this yields the effect of having excellent penetration resistance as defined in Waterproof Test II of the Structure- Related Test Method of the NEXCO Test Method (4th Edition) (July 2015) .
  • the thickness of the waterproof sheet 10 may be, for example, not more than 10 mm, and is preferably not more than 7 mm and more preferably not more than 5 mm. This yields the effect of having excellent handleability at the time of construction in that the weight of the roll does not become too large when the waterproof sheet is formed into a roll shape, the roll length of the roll can be increased, and the like .
  • the waterproof sheet 10 may be further provided with other layers in addition to the waterproof layer 1 , the fusing layer 2, the adhesive agent layer 3 , and the bonding layer 4.
  • the waterproof sheet 10 may be provided with a protective layer for protecting the adhesive agent layer 3 on the adhesive agent layer 3.
  • the waterproof sheet 10 may be provided with a protective layer for protecting the fusing layer 2 on the fusing layer 2. These protective layers are peeled at the time of the construction of the waterproof structure .
  • the waterproof sheet 10 may be further provided with a reinforcement layer made of a cross substrate, a nonwoven fabric, or the like as another layer.
  • the waterproof sheet 10 is used to form a waterproof structure on a road to be paved with asphalt.
  • the waterproof sheet 10 can be particularly suitably used in the construction of a waterproof structure of a concrete road (for example, a bridge) where problems such as deterioration or cracking occur due to the infiltration of water.
  • FIG. 2 is a cross-sectional view illustrating an overview of the waterproof structure according to an embodiment.
  • the waterproof structure 20 according to the present embodiment comprises the waterproof sheet 10 described above and an asphalt pavement 5 laid on the fusing layer 2 of the waterproof sheet 10.
  • the waterproof structure 20 comprises an underlying layer 7 serving as the object of construction and a treatment layer 6 containing an unevenness adjusting agent formed on the surface of the underlying layer 7.
  • the asphalt pavement 5 is not particularly limited, and a known asphalt pavement may be used.
  • the thickness of the asphalt pavement 5 may be, for example, not less than 200 mm or not less than 75 mm.
  • the thickness of the asphalt pavement 5 may be, for example, not less than 50 mm or not less than 25 mm.
  • the underlying layer 7 is the road to be paved with asphalt and may be made of concrete (for example, a concrete slab), for example.
  • the unevenness adjusting agent is used primarily to flatten the convexities and concavities (unevenness) of the surface of the underlying layer 7.
  • unevenness adjusting agents include resin mortars such as latex-modified mortars, epoxy asphalt mixtures, gussasphalt mixtures, and acrylic resin mortars, and thermosetting resins such as epoxy resins and acrylic resins.
  • resin mortars such as latex-modified mortars, epoxy asphalt mixtures, gussasphalt mixtures, and acrylic resin mortars
  • thermosetting resins such as epoxy resins and acrylic resins.
  • an epoxy asphalt mixture from the perspective that the composition becomes resistant to the effects of impurities on the surface of the underlying layer 7 (for example, residual matter such as the asphalt pavement described below) and that construction can be completed in a short amount of time.
  • the thickness of the treatment layer 6 containing the unevenness adjusting agent may be, for example, not less than 5 mm or not less than 15 mm. In addition, the thickness of the treatment layer 6 may be, for example, not less than 50 mm or not less than 30 mm.
  • FIGS. 3 A to 3C are diagrams for explaining the construction method of the waterproof structure according to an embodiment.
  • the waterproof structure 20 may be produced, for example, by a construction method comprising the steps of: disposing the waterproof sheet 10 described above on a construction face A so that the adhesive agent layer 3 is on the construction face A side (see FIG. 3B); and laying the asphalt pavement 5 on the fusing layer 2 of the waterproof sheet 10 (see FIG. 3C).
  • the construction method for the waterproof structure 20 may further include a step of forming the construction face A by laying a treatment layer 6 containing an unevenness adjusting agent on the surface of the underlying layer 7, as illustrated in FIG. 3A.
  • the construction face A may be the surface of the underlying layer 7.
  • the construction face A may be the face of the treatment layer 6 on the opposite side as the under 7.
  • the heated asphalt pavement 5 may be pressurized after being laid uniformly on the fusing layer 2.
  • the fusing layer 2 melts due to the heat of the asphalt pavement 5, and the fusing layer 2 and the asphalt pavement 5 are fused together.
  • the heating temperature at the time of the paving of the asphalt pavement 5 is preferably a temperature at which the fusing layer 2 can melt and may be, for example, not less than 200°C or not less than 170°C .
  • the heating temperature of the asphalt pavement 5 may be, for example, not more than 100°C or not more than 130°C.
  • the construction method in the present embodiment may further comprise a step of exposing the surface of the underlying layer 7 by removing the existing asphalt pavement, waterproof layer, or the like.
  • the existing asphalt pavement or the like may be removed by a publicly known method. For example, a method using an excavator such as a back hoe may be used.
  • the residual matter may be removed by shot blasting, a water jet, or the like .
  • EVA ethylene-vinyl acetate copolymer
  • thermoplastic urethane resin (trade name : Elastran ET385 ("Elastran” is a registered trademark), manufactured by BASF, JIS A hardness after curing: 85) was extruded to form a TPU layer (waterproof layer) on the surface of the primer layer on the opposite side as the EVA sheet.
  • the thickness of the TPU layer was set to 0.2 mm.
  • a laminated sheet comprising a fusing layer, a bonding layer, and a waterproof layer was obtained.
  • the thickness of the laminated sheet was 0.8 mm.
  • an acrylic foam tape having a thickness of 1 mm (trade name : 4481 MH, manufactured by 3M, Ltd.) was laminated on the surface of the laminated sheet on the TPU layer side to obtain a waterproof sheet of Working Example 1.
  • thermoplastic urethane resin (trade name : Elastran ET385, manufactured by BASF) was formed into a sheet using an extrusion molding machine to obtain a TPU sheet having a thickness of 0.2 mm (TPU layer, waterproof layer) .
  • the temperature of the extruder was maintained at 200°C.
  • a primer containing a polymeric MDI and chlorinated polyolefin (trade name : K500NT, manufactured by 3M, Ltd., solid content: 8 mass%) using a gravure printer (number of lines : 120 lpi)
  • the solvent was dried.
  • a primer layer was formed on the TPU sheet.
  • an EVA sheet produced in the same manner as in Working Example 1 was laminated at 80°C on the surface of the primer layer on the opposite side as the TPU sheet using a heat roll .
  • an EVA layer fusing layer
  • a laminated sheet comprising a fusing layer, a bonding layer, and a waterproof layer was obtained.
  • the thickness of the laminated sheet was 0.8 mm.
  • an acrylic foam tape having a thickness of 1 mm (trade name : 4481 MH, manufactured by 3M, Ltd.) was laminated on the surface of the laminated sheet on the TPU layer side to obtain a waterproof sheet of Working Example 2.
  • TPU (trade name : Elastran ET385 , manufactured by BASF) and a resin composition containing an ethylene-vinyl acetate copolymer and a tackifier (Mercen MX06, manufactured by Tosoh Corporation) were coextruded onto an EVA sheet produced in the same manner as in
  • EVA (trade name : Ultrasen 750, manufactured by BASF) and TPU (trade name : ET385, manufactured by 3M, Ltd.) were coextruded onto an EVA sheet produced in the same manner as in Working Example 1 (first EVA layer, thickness: 0.6 mm) .
  • first EVA layer thickness: 0.6 mm
  • TPU trade name : ET385, manufactured by 3M, Ltd.
  • the total thickness of the laminated sheet was 1 .0 mm.
  • an acrylic foam tape having a thickness of 1 mm (trade name : 4481 MH, manufactured by 3M, Ltd.) was laminated on the surface of the laminated sheet on the TPU layer side to obtain a waterproof sheet of Comparative Example 1 .
  • T-type peeling test was performed using the laminated sheets of the working examples and the comparative examples. Specifically, the interlayer adhesive force (T-type peeling bond strength) between the EVA layer and the TPU layer of the laminated sheet was measured by gripping each of the TPU layer and the EVA layer with a tensile tester chuck and pulling the layers at a rate of 300 mm/min (peeling rate) using the tensile tester prescribed in JIS Z0237 (2009). The peeling angle was set to 180°. The results are shown in Table 1. Note that in Comparative Example 1, the interlayer adhesive force between the second EVA layer and the TPU layer (T-type peeling bond strength) was measured.
  • a tensile test was performed using the waterproof sheets of the working examples and the comparative examples. Specifically, as illustrated in FIG. 4, the tensile bond strength of the waterproof structure was measured at 23°C in accordance with the Specifications for

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
PCT/US2016/065770 2015-12-28 2016-12-09 Waterproof sheet for asphalt-paved road, waterproof structure, and method for constructing waterproof structure WO2017116653A1 (en)

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JP2015-256616 2015-12-28
JP2015256616A JP2017119971A (ja) 2015-12-28 2015-12-28 アスファルト舗装道路用防水シート、防水構造及び防水構造の施工方法

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JP7346033B2 (ja) * 2019-01-30 2023-09-19 凸版印刷株式会社 ブロックマット用樹脂シート、ブロックマット、およびブロックマットの製造方法
CN112391899A (zh) * 2020-11-09 2021-02-23 东阳市启创建设有限公司 一种道路施工方法

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