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NL2023452B1 - Inductive Bituminous Waterproofing Membrane - Google Patents

Inductive Bituminous Waterproofing Membrane Download PDF

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Publication number
NL2023452B1
NL2023452B1 NL2023452A NL2023452A NL2023452B1 NL 2023452 B1 NL2023452 B1 NL 2023452B1 NL 2023452 A NL2023452 A NL 2023452A NL 2023452 A NL2023452 A NL 2023452A NL 2023452 B1 NL2023452 B1 NL 2023452B1
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NL
Netherlands
Prior art keywords
layer
waterproofing
road surface
surface structure
induction
Prior art date
Application number
NL2023452A
Other languages
Dutch (nl)
Inventor
Apostolidis Panagiotis
Liu Xueyan
Original Assignee
Univ Delft Tech
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Filing date
Publication date
Application filed by Univ Delft Tech filed Critical Univ Delft Tech
Priority to NL2023452A priority Critical patent/NL2023452B1/en
Priority to PCT/NL2020/050380 priority patent/WO2021006724A1/en
Application granted granted Critical
Publication of NL2023452B1 publication Critical patent/NL2023452B1/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
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/18Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • E01C7/26Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre
    • 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
    • E01C11/24Methods or arrangements for preventing slipperiness or protecting against influences of the weather
    • E01C11/26Permanently installed heating or blowing devices ; Mounting thereof
    • 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
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/18Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • E01C7/187Repairing bituminous covers, e.g. regeneration of the covering material in situ, application of a new bituminous topping

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

The present invention is in the field of an inductive bituminous waterproofing, a road structure comprising said waterproofing, a method of applying a sheet of waterproofing to a surface, removing the sheet of waterproofing from said surface, repairing said waterproofing, wherein the surface is selected from a multilayer civil engineering system, such as an asphalt concrete surfacing layer on orthotropic steel deck bridge, a roofr a pavement, such as an asphaltic pavement, and combinations thereof.

Description

Inductive Bituminous Waterproofing Membrane
FIELD OF THE INVENTION The present invention is in the field of an inductive bituminous waterproofing, a road structure comprising said waterproofing, a method of applying a sheet of waterproofing to a surface, removing the sheet of waterprcofing from said surface, repairing said waterproofing, wherein the surface is selected from a multilayer civil engineering system, such as an asphalt concrete surfacing layer on orthotropic steel deck bridge, a roof, a pavement, such as an asphaltic pavement, and combinations thereof.
BACKGROUND OF THE INVENTION Waterproofing relates to making an object or structure waterproof or water-resistant so that it remains relatively unaffected by water and that it resists ingress of water typically under specified conditions for a specific case. Waterproof typically refers tc a lack of penetration of water through said waterproofing, possibly under pressure. Permeation of water vapor through a waterproofing is preferably limited or prevented. Items may also be waterproofed by applying water- repellent coatings. In construction, a building or structure is waterproofed with the use of so-called membranes or coatings to protect it and to preserve it’s structural integrity.
A bituminous waterproofing is often used in road structures. A waterproofing is typically applied on a road structure by heating with a gas burner or the like. Waterproofing, which are often referred to as waterproofing membranes, typically consist of thermoplastic, rubber, or coated-fabric materials. The materials are used in a system to which the waterproofing is applied to prevent the ingress of water, such as into foundations, roofs, walls, basements, buildings, and steel deck bridge structures when properly installed. The most common type of sheet based waterproofing is a bituminous waterproofing membrane. This type of waterproofing is typically adhered to a substrate surface using blowtorches. The waterproofing comprises a hot polymer modified bituminous binder functioning as adhesive. An important requirement for the application of a waterproofing is in addition to a waterproofing capacity it also 40 provides sufficient bonding or adhering to the surrounding materials. Earlier investigations have shown that the bonding strength of waterproofing layers to the surrounding materials has a strong influence on the structural response thereof.
A disadvantage of existing waterproofings in road structures is that it is difficult to apply such waterproofings, and even more difficult to maintain and remove such waterproofings.
The present invention therefore relates to an improved waterproofing and methods of handling this waterproofing, which solves one or more of the above problems and drawbacks of the prior art, providing reliable results, without jeopardizing functionality and advantages.
SUMMARY OF THE INVENTION It is an object of the invention to overcome one or more limitations of waterproofings of the prior art and methods of handling these waterproofings and at the very least to provide an alternative thereto. Thereto inductive agents, such as metallic fibres or other metallic particles, are incorporated into the modified and non-inductive bituminous binder, which may be coated on the outer-surfaces of a waterproofing sheet, which is also referred to as membrane, or waterproofing membrane. Such a waterproofing may typically have a thickness of <10 cm, such as 1-5 cm. When for instance an induction heating apparatus or a microwave apparatus generates a typically alternating electromagnetic field heat is generated thereby in the inductive agents of the waterproofing. The electromagnetic field may be applied by a source using 0.1-10 kV of power, preferably 0.2- okV, such as 0.55 kV supplied power, and using an alternating electromagnetic field with a freguency of 10-300 kHz, preferably 20-200 kHz, such as of 64.5 kHz. Thereby adhesive characteristics of the waterproofing with its surrounding surface are activated. In addition the waterproofing is found to heal itself and to repair debonding damage between the waterproofing and surrounding substrate surface and hence improve the structural integrity of e.g. a road structure and improve the structures service life. Also, when the inductive waterproofing is applied at the surface of a typically non- inductive top layer, the waterproofing can be attached and detached using the induction heating apparatus. The method provides the opportunity of contactless heating of a 40 waterproofing at various depths mostly independently of the inductive characteristics of surrounding materials/layers.
The present waterproofing may have a multilayer structure, comprising a waterproof material, typically a thermoplastic or coated-fabric binder, that is mixed with an amount of inductive agents, such as metallic fibres, metallic particles, or materials which are able to generate heat when they are subjected to an alternating electromagnetic field or microwave radiation. For instance, bitumen may be for making the inductive waterproofing membrane. The present invention provides use of electromagnetic induction or microwave radiation techniques to melt the surface of the inductive membrane in order to quickly and non-destructively install, remove, or repair the waterproofing membranes on/in civil engineering structures, by using an external electromagnetic source to cause induction into the present material. The heating Lemperature used is typically higher than the melting temperature of the thermoplastic binder used to make the surfaces of the membrane.
In a second aspect the present invention relates to a method of applying a sheet of waterproofing to a surface of road structure comprising providing the road structure and material adapted to provide electromagnetic induction according to the invention, applying the material to a surface by induction or microwave heating to a temperature of at least 70 °C during a period of time sufficient to adhere the material as a waterproofing, such as during 10-60 sec.
In a third aspect the present invention relates to a method of removing a sheet of waterproofing, comprising providing the road structure and sheet according to the invention on a surface, removing the material adapted to provide electromagnetic induction from the surface by induction or microwave heating.
In a fourth aspect the present invention relates to a method of repairing a sheet of waterproofing, comprising providing the road structure and sheet according to the invention on a surface, repairing the material adapted to provide electromagnetic induction from the surface by induction or microwave heating.
Advantages of the present description are detailed throughout the descripticn.
40 DETAILED DESCRIPTION OF THE INVENTION
In an exemplary embodiment of the present road structure the electromagnetically inductive agents may be selected from metallic fibres, and metallic particles, such as ferromagnetic material, such as steel wool, iron powder, steel slag.
In an exemplary embodiment of the present road structure the bituminous material in the binder may be selected from natural and petroleum derived bitumen, ethylene propylene diene monomer EPDM rubber, hypalon, polyvinyl chloride, liquid roofing, and combinations thereof. The binder according to the invention may be any natural or petroleum derived bitumen, including straight run fractionation-derived bitumen, cracked bitumens, bitumens derived from processing such as air blowing, propane de- asphalting, steam de-asphalting, chemically modifying and the like. The bitumen selected depends on the end-product properties desired. Preferably, the bitumen is paraffinic or naphthenic bitumen. Typically, the bitumen may be modified with multi- block co-polymers having an amino group and/or imino group on both ends of the molecule used. The co-polymers can be available commercially from several suppliers and can be incorporated in the multi-block co-polymer by co-polymerizing a mix of conjugated diene and vinyl aromatic hydrocarbon monomers utilizing the difference in their co-polymerization reactivity rates. Exemplary polymers include those having the amino group and/or imino group introduced into both ends of the molecule having the skeleton of a conventional known diene rubber or its hydrogenation product (i.e., natural rubber, epoxidated natural rubber, isoprene rubber, styrene-butadiene rubber, hydrogenated styrene-butadiene rubber, butadiene rubber {high cis butadiene rubber or low cis butadiene rubber}, acrylonitrile-butadiene rubber, or hydrogenated acrylonitrile-butadiene rubber, olefin rubber (i.e., ethylene-propylene rubber, ethylene-propylene diene rubber, maleic modified ethylene-propylene rubber, butyl rubber, copolymer of isobutylene or an aromatic vinyl or diene monomer, acrylic rubber, or ionomer), halogen containing rubber (i.e., brominated butyl rubber, chlorinated butyl rubber, brominated isobutylene-paramethyl styrene copolymer, chloroprene rubber, hydrine rubber, chlorosulfonated polyethylene, chlorinated polyethylenes, or maleic modified chlorinated polyethylene), silicone rubber (i.e., methylvinyl silicone 40 rubber, or methylphenylvinyl silicone rubber), sulfur-containing rubber (i.e., polysulfide rubber), fluorocarbon rubber (i.e., vinylidene fluoride rubber, fluorine-containing vinyl ether rubber, or fluorine-containing phosphazene rubber), urethane rubber, liquid polyisoprene, liquid polybutadiene, liquid 1,2- 5 polybutadiene, liquid styrene-butadiene rubber, liquid polychloroprene, liquid silicone rubber, liquid fluorocarbon rubber, thermoplastic elastomer (i.e., styrene-butadiene-styrene block copolymer, styrene-isoprene-styrene block copolymer, styrene-ethylene butylene styrene block copolymer, or other styrene elastomers, olefin elastomer, ester elastomer, urethane elastomer, polyamide elastomer, polyvinyl chloride elastomer), or thermoset elastomer (i.e., urethane elastomer or silicone elastomer), and combination thereof.
In an exemplary embodiment of the present road structure the reinforcement layer, which may alsc be referred to as carrier sheet may be selected from woven and non-woven materials, synthetic polymers, such as polyethylene, polypropylene, polyethylene terephthalate, and nylon, blends and copolymers thereof, and mineral, wood, glass, aluminum, and combinations thereof.
In an exemplary embodiment of the present road structure the material adapted to provide electromagnetic induction may comprise 50-95 vol.% waterproofing, 0.5-25 vol.% binder, 0.2-20 vol.% electromagnetically inductive agent, the remainder being carrier sheet and optionally 1-10% filler.
In an exemplary embodiment the present road structure may comprise a reinforcement layer located in the middle of the material adapted to provide electromagnetic induction, parallel to the top and bottom surface, preferably wherein the layer is a membrane, In an exemplary embodiment the present road structure may comprise a carrier sheet located at the top and at the bottom of the material adapted to provide electromagnetic induction, parallel to the top and bottom surface.
In an exemplary embodiment the present road structure may comprise 2-4 waterproofings, and/or independently may comprise 2-4 carrier sheets per waterproofing, and/or independently comprising 2-4 binding layers per waterproofing, and/or independently may comprise 1-4 inlay layers per waterproofing, 40 wherein carrier sheets, binding layers, and inlay layers are preferably provided as a stack of layers.
In an exemplary embodiment of the present road structure the top layer may have a thickness of <20 cm, such as <10 cm.
In an exemplary embodiment the present road structure may comprise at least one top layer, at least one Guss Asphalt layer, and at least two waterproofings.
In an exemplary embodiment of the present method induction heating may be provided by an alternating electromagnetic field.
In an exemplary embodiment of the present method the surface may be selected from a multilayer civil engineering system, such as an asphalt concrete surfacing layer on orthotropic steel deck bridge, a roof, a pavement, such as an asphaltic pavement, a foundation, a wall, a basement, a building, and combinations thereof.
In an exemplary embodiment of the present method on the material adapted to provide electromagnetic induction a further asphalt concrete surfacing layer may be applied.
In an exemplary embodiment of the present method the further asphalt concrete surfacing layer may have a thickness of less than 10 cm.
The invention will hereafter be further elucidated through the following examples which are exemplary and explanatory of nature and are not intended to be considered limiting of the invention. To the person skilled in the art it may be clear that many variants, being obvious or not, may be conceivable falling within the scope of protection, defined by the present claims.
SUMMARY OF THE FIGURES Figs. la-e, 2-7 show some details.
DETAILED DESCRIPTION CF FIGURES In the figures: 100 road structure 1 top layer 2 inductive material (membrane) 2a waterproofing 2b bituminous material 2c inductive agent 3 carrier sheet 4 reinforcement layer 7 Guss asphalt 40 8 deck plate
9 inlay 10 electromagnetic source Figure la-e show common failure types with prior art (i.e., slippage in Fig. la, corrugation and shoving in Fig. 1b, adhesive failure in Fig. lc, cracking in Fig. 1d and rutting in Fig. le).
Figure 2 shows a graphical representation of a multilayer road structure 100 on a steel deck 8 comprising a top layer 1, the inductive membrane 2 and Guss asphalt 7.
Figure 3a shows a graphical representation of the inductive membrane 2, which is provided with a waterproofing Za on the top and on the bottom of a reinforcement layer 4. The inductive membrane is able to absorb electromagnetic fields from an induction source 7.
Figure 3b shows a graphical representation of the cross section of the inductive membrane 2, in which the waterproofing 2a comprises inductive agents 2b and a bituminous material Zc. Between the two waterproofings, a reinforcement layer 4 is shown as well, which is in contact with waterproofings 2a via inlays
9.
Figure £4 shows a graphical representation of the cross section of a multilayer road structure 100 on a deck plate 5 comprising a top layer 1, two inductive membranes 2, one on the top of Guss asphalt 7 and one on the top of deck plate 8. Both membranes are induction heated via a mobile electromagnetic induction source 7.
Figure 5 shows the results of induction heating of the inductive bituminous waterproofing membrane in the laboratory. The details of the laboratory experiments are provided in the Examples section.
Examples An inductive bituminous waterproofing membrane which comprises an waterproofing on the top and on the bottom of a polyester-based reinforcement layer was used herein to evaluate the rate of induction heating on the surface of membrane. Steel fibers were used as inductive agents, mixed together with bitumen modified with a styrene-butadiene-styrene block copolymer to form the waterproofing.
Induction heating tests were conducted at 20 °C for 30 sec 40 by using an induction generator of 0.55 kV supplied power and under an alternating electromagnetic field of 64.5 kHz frequency. During the induction heating, the temperature increase on the surface of inductive membrane, which was the surface of waterproofing part of membrane, was monitored with an infrared camera. Fig. 5 shows the average temperature developed over 30 sec of induction heating which increased from 20 °C to 110 °C in 30 seconds.
For the sake of searching the following section is added which represents a translation of the subsequent section.
1. Road (100) structure comprising a top layer {1) suited for traffic, underneath the top layer at least one material adapted to provide electromagnetic induction (2) comprising at least one waterproofing (2a), the waterproofing comprising at least one bituminous material (2b), the bituminous material comprising at least one bituminous binder, and an electromagnetically inductive agent (2c}, and optionally at least one carrier sheet (3).
2. Road structure according to claim 1, wherein the electromagnetically inductive agents are selected from metallic fibres, and metallic particles, such as ferromagnetic material, such as steel wool, iron powder, steel slag.
3. Road structure according to any of claims i-2, wherein the binder is selected from naturel and petroleum derived bitumen, ethylene propylene diene monomer EPDM rubber, hypalon, polyvinyl chloride, liquid roofing, and combinations thereof.
4. Road structure according to any of claims 1-3, wherein the carrier sheet is selected from woven and non-woven materials, synthetic polymers, such as polyethylene, polypropylene, polyethylene terephthalate, and nylon, blends and copolymers thereof, and mineral, wood, glass, aluminum, and combinations thereof.
5. Road structure according to any of claims 1-4, wherein the material adapted tc provide electromagnetic induction comprises 50-95 vol.% waterproofing,
0.5-25 vol.% binder,
0.2-20 vol.% electromagnetically inductive agent, the remainder being reinforcement layer and opticnally filler.
49 6. Road structure according tc any of claims 1-5, comprising a
S reinforcement layer (4) located in the middle of the material adapted to provide electromagnetic induction, parallel to the top and bottom surface, preferably wherein the layer is a membrane.
7. Road structure according to any of claims 1-6, comprising a reinforcement layer located at the top and at the bottom of the material adapted to provide electromagnetic induction, parallel to the top and bottom surface.
8. Road structure according to any of claims 1-7, comprising 2-4 waterproofings, and/or independently comprising 2-4 reinforcement layers per waterproofing, and/or independently comprising 2-4 binding layers per waterproofing, and/or independently comprising 1-4 inlay layers per waterproofing, wherein reinforcement layers, binding layers, and inlay layers are preferably provided as a stack of layers.
9, Road structure according to any of claims 1-8, wherein the top layer has a thickness of < 20 cm, such as < 10 cm.
10. Road structure according to any of claims 1-9, comprising at least one top layer (1), at least one Guss Asphalt layer (7), and at least two waterproofings (2a).
11. Method of applying a sheet of waterproofing to a surface of road structure, comprising providing the road structure and material adapted to provide electromagnetic induction according to any of claims 1-10, applying the material to a surface by induction or microwave heating to a temperature of at least 70 °C during a period of time sufficient to adhere the material as a waterproofing, such as during 10-60 sec.
12. Method of removing a sheet of waterproofing, comprising providing the road structure and sheet according to any of claims 1-10 on a surface, removing the material by providing electromagnetic induction from the surface by induction or microwave heating.
13. Method of repairing a sheet of waterproofing, comprising providing the road structure and sheet according to any of claims 1-10 on a surface, repairing the material by providing electromagnetic induction from the surface by induction or microwave heating.
14. Method according to any of claims 11-13, wherein induction 40 heating is provided by an alternating electromagnetic field.
15. Method according to any of claims 11-14, wherein the surface is selected from a multilayer civil engineering system, such as an asphalt concrete surfacing layer on an orthotropic steel deck bridge, a roof, a pavement, such as an asphaltic pavement, a foundation, a wall, a basement, a building, and combinations thereof.
16. Method according to any of claims 11-15, wherein on the material adapted to provide electromagnetic induction a further asphalt concrete surfacing layer is applied.
17. Method according to claim 16, wherein the further asphalt concrete surfacing layer has a thickness of less than 10 cm.

Claims (17)

CONCLUSIESCONCLUSIONS 1. Wegdekstructuur (100) omvattende een toplaag (1) geschikt voor verkeer, onder de toplaag tenminste één materiaal aangepast om te voorzien in elektromagnetische inductie {2) omvattende ten minste één waterafdichthing (2a), waarbij de waterafdichting ten minste één bitumineus materiaal (2b) omvat, waarbij het bitumineus materiaal omvat ten minste één bitumineus bindmiddel, en een elektromagnetisch inductief middel (2c), en optioneel ten minste één draagvel (3).A road surface structure (100) comprising a top layer (1) suitable for traffic, under the top layer at least one material adapted to provide electromagnetic induction {2) comprising at least one waterproofing (2a), the waterproofing having at least one bituminous material ( 2b), wherein the bituminous material comprises at least one bituminous binder, and an electromagnetic inductive agent (2c), and optionally at least one carrier sheet (3). 2. Wegdekstructuur volgens conclusie 1, waarbij de elektromagnetisch inductieve middelen zijn gekozen uit metaalvezels, en metaaldeeltjes, zoals ferromagnetisch materiaal, zoals staalwol, ijzerpoeder, staalslakken.Road surface structure according to claim 1, wherein the electromagnetic inductive means are selected from metal fibers, and metal particles, such as ferromagnetic material, such as steel wool, iron powder, steel slag. 3. Wegdekstructuur volgens een der conclusies 1-2, waarbij het bindmiddel is gekozen uit natuurlijk en van petroleum afgeleid bitumen, ethyleenpropyleen dieenmonomeer EPDM-rubber, | hypalon, polyvinylchloride, vioeibare dakbedekking, en combinaties daarvan.Road surface structure according to any one of claims 1-2, wherein the binder is selected from natural and petroleum derived bitumen, ethylene propylene diene monomer EPDM rubber, | hypalon, polyvinyl chloride, liquid roofing, and combinations thereof. 4. Wegdekstructuur volgens een van de conclusies 1-3, waarbij het draagvel is gekozen uit geweven en niet-geweven materialen, synthetische polymeren, zoals polyethyleen, polypropyleen, polyethyleentereftalaat, en nylon, mengsels en copolymeren daarvan, en mineraal, hout, glas, aluminium, en combinaties daarvan.Road surface structure according to any one of claims 1 to 3, wherein the carrier sheet is selected from woven and non-woven materials, synthetic polymers, such as polyethylene, polypropylene, polyethylene terephthalate, and nylon, blends and copolymers thereof, and mineral, wood, glass, aluminum, and combinations thereof. 5. Wegdekstructuur volgens een der conclusies 1-4, waarbij het materiaal dat is aangepast om elektromagnetische inductie te verschaffen omvat 50-95 vol.% waterafdichting, 0,5-25 vol.% bindmiddel, 0,2-20 vol.% elektromagnetisch inductief middel, Waarbij de rest versterkingslaag en optioneel vulmiddel is.A road surface structure according to any one of claims 1-4, wherein the material adapted to provide electromagnetic induction comprises 50-95 vol.% Waterproofing, 0.5-25 vol.% Binder, 0.2-20 vol.% Electromagnetic. inductive agent, The remainder being reinforcement layer and optional filler. 6. Wegdekstructuur volgens één van de conclusies 1-5, omvattende een versterkingslaag {4} die zich in het midden van net materiaal bevindt dat is aangepast om elektromagnetische inductie te verschaffen, evenwijdig aan het boven- en onderoppervlak, bij voorkeur waarbij de laag een membraan is.Road surface structure according to any one of claims 1-5, comprising a reinforcement layer {4} located in the center of the material adapted to provide electromagnetic induction, parallel to the top and bottom surfaces, preferably wherein the layer has a membrane. 7. Wegdekstructuur volgens een van de conclusies 1-6, omvattende een versterkende laag die zich aan de bovenkant en aan de onderkant van het materiaal bevindt en is aangepast om elektromagnetische inductie te verschaffen, evenwijdig aan het boven- en onder oppervlak.Road surface structure according to any one of claims 1 to 6, comprising a reinforcing layer located on the top and bottom of the material and adapted to provide electromagnetic induction parallel to the top and bottom surfaces. 8. Wegdekstructuur volgens een van de conclusies 1-7, omvattende 2-4 waterafdichtingen, en/of onafhankelijk van elkaar 2-4 versterkingslagen per waterafdichting, en/of onafhankelijk omvattende 2-4 bindlagen per waterafdichting, en/of onafhankelijk omvattende 1-4 inleglagen per waterafdichting, waarbij versterkingslagen, bindlagen en inleglagen bij voorkeur worden verschaft als een stapel lagen.Road surface structure according to any one of claims 1-7, comprising 2-4 water seals, and / or independently comprising 2-4 reinforcement layers per water seal, and / or independently comprising 2-4 binder layers per water seal, and / or independently comprising 1- 4 inlay layers per waterproofing, with reinforcement layers, tie layers and inlay layers preferably provided as a stack of layers. 9. Wegdekstructuur volgens een van de conclusies 1-8, waarbij de toplaag een dikte van <20 cm heeft, zoals <10 cm.Road surface structure according to any of claims 1-8, wherein the top layer has a thickness of <20 cm, such as <10 cm. 10. Wegdekstructuur volgens een van de conclusies 1-9, omvattende ten minste één toplaag (1}, ten minste één Guss asfaltlaag (7), en ten minste twee lagen waterdichte afdichting (2a).Road surface structure according to any one of claims 1-9, comprising at least one top layer (1}, at least one Guss asphalt layer (7), and at least two layers of waterproof seal (2a). 11. Werkwijze voor het aanbrengen van een laag waterdichte afdichting op een oppervlak van een wegdekstructuur, omvattende het verschaffen van de wegdekstructuur en het materiaal aangepast voor het verschaffen van elektromagnetische inductie volgens een van de conclusies 1-10, het aanbrengen van het materiaal op een oppervlak door middel van inductie of microgolfverwarming tot een temperatuur van ten minste 70 °C gedurende een tijd die voldoende is om het materiaal te hechten als een afdichting, zoals gedurende 10-60 sec.A method of applying a layer of waterproof sealant to a surface of a road surface structure, comprising providing the road surface structure and the material adapted to provide electromagnetic induction according to any one of claims 1-10, applying the material to a surface. surface by induction or microwave heating to a temperature of at least 70 ° C for a time sufficient for the material to adhere as a seal, such as for 10-60 sec. 12. Werkwijze voor het verwijderen van een laag waterdichte afdichting, omvattende het verschaffen van de wegdekstructuur en plaat volgens een van de conclusies 1-10 op een oppervlak, het verwijderen van het materiaal door elektromagnetische inductie vanaf het oppervlak te verschaffen door inductie of microgolfverwarming.A method of removing a layer of waterproof seal, comprising providing the road surface structure and slab of any one of claims 1 to 10 on a surface, removing the material by providing electromagnetic induction from the surface by induction or microwave heating. 13. Werkwijze voor het repareren van een laag waterdichte afdichting, omvattende het verschaffen van de wegdekstructuur en laag volgens een van de conclusies 1-10 op een OppsIYläk; het repareren van het materiaal door het verschaffen van elektromagnetische inductie vanaf het oppervlak door inductie of 40 microgolfverwarming.A method of repairing a layer of waterproof seal, comprising providing the road surface structure and layer according to any one of claims 1-10 on an OppsIYläk; repairing the material by providing electromagnetic induction from the surface by induction or microwave heating. 14. Werkwijze volgens een van de conclusies 11-13, waarbij inductieverwarming wordt verschaft door een alternerend elektromagnetisch weld.A method according to any of claims 11-13, wherein induction heating is provided by an alternating electromagnetic weld. 15. Werkwijze volgens een van de conclusies 11-14, waarbij het oppervlak wordt gekozen uit een meerlagig civieltechnisch systeem, zoals een asfaltbeton cppervlaklaag op een orthotrope stalen dekbrug, een dak, een bestrating, zoals een asfalt bestrating, een fundering, een muur, een kelder, een gebouw, en combinaties daarvan.A method according to any one of claims 11-14, wherein the surface is selected from a multi-layer civil engineering system, such as an asphalt concrete surface layer on an orthotropic steel deck bridge, a roof, a pavement, such as an asphalt pavement, a foundation, a wall, etc. a cellar, a building, and combinations thereof. 16. Werkwijze volgens een van de conclusies 11-15, waarbij op het materiaal dat is aangepast om elektromagnetische inductie te verschaffen een verdere asfaltbetonoppervlaklaag wordt aangebracht.A method according to any one of claims 11-15, wherein a further asphalt concrete surface layer is applied to the material adapted to provide electromagnetic induction. 17. Werkwijze volgens conclusie 16, waarbij de verdere asfaltbeton-oppervlaklaag een dikte van minder dan 10 cm heeft.A method according to claim 16, wherein the further asphalt concrete surface layer has a thickness of less than 10 cm.
NL2023452A 2019-07-08 2019-07-08 Inductive Bituminous Waterproofing Membrane NL2023452B1 (en)

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NL2023452A NL2023452B1 (en) 2019-07-08 2019-07-08 Inductive Bituminous Waterproofing Membrane
PCT/NL2020/050380 WO2021006724A1 (en) 2019-07-08 2020-06-12 Inductive bituminous waterproofing membrane

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US4849020A (en) * 1987-04-20 1989-07-18 The Titan Corporation Asphalt compounds and method for asphalt reconditioning using microwave radiation
WO2002050375A1 (en) * 2000-12-18 2002-06-27 Vermeer Infrastructuur B.V. Road construction, apparatus and method for realising it
WO2010031530A1 (en) * 2008-09-19 2010-03-25 Landesbetrieb Strassenbau Nrw Road surface that can be installed in sheets and method for the production and installation thereof

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BE1021183B1 (en) * 2013-12-05 2015-06-09 Nv De Boer Waterproofing Solutions METHOD FOR WATERPROOF SEALING OF ROOF COVER

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US4849020A (en) * 1987-04-20 1989-07-18 The Titan Corporation Asphalt compounds and method for asphalt reconditioning using microwave radiation
WO2002050375A1 (en) * 2000-12-18 2002-06-27 Vermeer Infrastructuur B.V. Road construction, apparatus and method for realising it
WO2010031530A1 (en) * 2008-09-19 2010-03-25 Landesbetrieb Strassenbau Nrw Road surface that can be installed in sheets and method for the production and installation thereof

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