• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    The invention relates to a road surface made of concrete, which is formed from cement and additives, characterized in that the concrete contains a crystalline sealant, which leads to crystallization on contact with water, the crystallization taking place with volume increase, which leads to the closing of cavities and Cracks and the concrete also contains nanosilica and composite fibers.
    公开号:AT521434A1
    申请号:T50486/2018
    申请日:2018-06-18
    公开日:2020-01-15
    发明作者:
    申请人:Freilinger Beschichtungstechnik Gmbh；
    IPC主号:
    专利说明:

    Summary
    The invention relates to a pavement made of concrete, which is formed from cement and additives, characterized in that the concrete contains a crystalline sealant, which leads to crystallization on contact with water, the crystallization taking place with volume increase, which leads to the closing of cavities and Cracks and the concrete also contains nanosilica and composite fibers.
    1.20
    F 1013
    description
    Road surface and method for erecting a road surface.
    The present invention relates to a road surface and a method for erecting and maintaining a road surface made of a cementitious composition which contains additives which improve the long-term stability of the cementitious composition or the concrete.
    In particular, the invention relates to the road surface of a bridge or a bridge surface or bridge road surface.
    A bridge is to be understood as a structure that has a structure made of reinforced concrete and a road surface as a top layer so that vehicles can drive over the bridge.
    According to the prior art, it is known to construct bridge coverings from asphalt, that is to say from a mixture comprising a cementitious composition and bitumen, with the disadvantage of a short useful life of approximately 25 years. An asphalt bridge covering costs around € 80 / m 2 . In addition, it is known to make these coverings from concrete, which has plastic fibers or steel fibers as an additive in order to create a very hard surface, but this is disadvantageous due to the complex mixing and the enormous costs per square meter of approximately € 200 / m 2 .
    The bridge documents mentioned are relatively complex to manufacture and are susceptible to wear and / or expensive. It would be desirable to build a concrete pavement. However, concrete has the disadvantage that conventional concrete only insufficiently meets the requirements for chemical resistance, abrasion resistance, water resistance and crack bridging. According to the state of the art, it is known that buildings, dwellings, bridgeheads, bridge piers, harbor moles, dams, sewers, tunnels, foundations standing in the water or other structures made of concrete, in which the soil is moist or even water, is present
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    Modify sealant additives in such a way that moisture cannot penetrate and there is no significant moisture penetration of the hardened concrete.
    The sealant additives known today mainly differentiate between hydrophobic and crystallizing sealant additives.
    Hydrophobic sealants contain, for example, alkaline earth metal salts of fatty acids, which reduce the capillary water absorption of the concrete. For example, when using calcium sterates or calcium oleates, the molecules align themselves on the surfaces of the concrete due to their surfactant structure, i.e. also on the inner surfaces of cracks or capillaries, in such a way that the long non-polar hydrocarbon chains are directed away from the solid surfaces and the polar caboxylate groups adhere to one another attach the solid surfaces. This significantly reduces the wettability of the concrete surfaces.
    In the case of crystallizing sealant additives, soluble carbonates and organic acids, such as tartaric acid or fumaric acid, are added to the fresh concrete. These connections lead to the formation of crystal structures in the capillaries of the concrete, as a result of which these are closed and the penetration of water is thereby reduced. In any case, the closing of cracks in the concrete by crystallization requires the presence of water or moisture, so that this only takes place when it comes into contact with water. This explains that these additives are only intended for concrete that has sufficient contact with water or
    Has moisture, such as waterlogging from the ground.
    From EP2292568A an improved sealant additive for the production of cementitious compositions or concrete is known, which also ensures a good seal of the structure in the area of hydraulic structures and reduces the risk of moisture penetration of the concrete, it being described that cracks of up to
    Page 2
    3.20
    F 1013 to 0.3 mm in contact with water by crystallization of the
    Sealant be sealed.
    From AT 517528 Bl it is known to erect the pavement of an underground garage made of concrete with a layer thickness of at least 2 cm, the concrete containing a crystalline sealant.
    The object of the invention is to provide a road surface, in particular for bridges, which is formed from concrete and allows a long service life at low construction costs.
    To solve the problem, it is proposed to form the road surface as a layer of concrete, the concrete containing a crack-healing concrete additive, additives for concrete compaction and special composite fibers.
    The composite fibers are preferably plastic-reinforced glass fibers. The composite fibers preferably have the same density as the concrete.
    As an alternative to bituminous waterproofing with the subsequent asphalt layers, the idea was born to provide and install a concrete road surface with special crack-healing and compacting concrete additives as well as special composite fibers, so that a sustainable road surface, in particular bridge road surface, is achieved. The covering is light, oil-resistant and highly mechanically resilient, thanks to a thick wear layer made of concrete, also environmentally friendly, non-toxic, low-maintenance, easy to dispose of and inexpensive. If cracks occur, the concrete floor heals up to 0.4mm (and in the case of non-continuous cracks up to 0.5mm) with moisture (self-healing effect); The optimized concrete formulation also provides optimal protection against chloride migration. In this way, 100 year stability can be achieved. As in civil engineering, it is to be expected that there will be a stronger focus on sustainability in the next few years.
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    Preferred variant
    A concrete floor (= composite concrete) containing a crack-healing concrete additive, additives for concrete compaction (Opticrete 450/250) and special composite fibers is applied to a supporting plate in a layer thickness of preferably 3-4 cm. The concrete formulation is preferably designed for a C70 / 85 (suitable for tensile stresses of 6-8MPa) and up to 27kg / m 3 high performance AR glass composite macro fibers with a length of 43 mm are additionally added for reinforcement. If cracks occur at all, they heal up to 0.4mm (in the case of non-continuous cracks up to 0.5mm) in moisture (self-healing effect). It is known that the greatest tensile stresses (6-8N / mm 2 ) occur during hardening. The shrinkage stresses that occur and possible cracks are healed. Cracks emanating from the structure plate (crack width restriction of 0.3 mm) are prevented by the fibers or healed if moisture occurs. Such cracks occur primarily in slack-reinforced bridges. No or very few cracks are to be expected with prestressed concrete bridges. The composite fibers have a strong crack-bridging function. They therefore generally help the formation and the cracking and especially due to the hardening behavior that
    To prevent recurrence of healed cracks in exactly the same place the next year. This ensures a high level of security together with the crack healing power.
    Preferred manufacturing process
    The following steps are carried out based on a load-bearing plate:
    • Step 1: pre-treatment of the structure slab to get the subsequent concrete covering to adhere; (including shot peening, cementitious adhesive bridge) • Step 2: Installation of a concrete floor coated with additives in a layer thickness of 3 cm to max. 10 centimeters.
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    In practice, about 3 cm to 4 cm will be taken.
    (without iron reinforcement, but reinforced with special glass fibers) The thin layer of the road surface favors the fiber alignment in the transverse direction.
    • A certain amount of moisture is required for an ongoing crystallization effect. In our latitudes, it rains enough that a constant self-healing process can be assumed. If there are any covered bridges, at least street cleaning with water should be carried out twice a year. But since normal road traffic also brings moisture to the bridge pavement, a continuous self-healing process can also be assumed for covered bridges.
    Step 1, if necessary, consists in pretreating the surface, which consists in thoroughly cleaning and roughening the surface of the reinforced concrete of the bridge in order to improve the adhesion of the subsequent concrete surface. The surface is preferably blasted for roughening, in particular by shot peening. The pretreatment also includes moistening the surface with sufficient water. In experiments, roughening and moistening the substrate has proven to be sufficient to achieve excellent adhesion of the concrete covering according to the invention. However, the application of epoxy resin primers or cementitious primers is also suitable for pretreating the substrate.
    Step 2 consists in applying the concrete to the substrate with a layer thickness of at least 3 cm, preferably with a layer thickness of 3 cm to 10 cm.
    In tests carried out by the Materialprüfanstalt Hannover, a concrete cube (15x15) was completely split with a continuous crack of 0.4mm. It was demonstrated that the cube was completely healed within 37 days, although due to the experimental setup, it was always freshly formed
    page 5
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    Crystals were washed out. This does not occur in practice, since the crystals can build up from the bottom up in the road surface, in particular the bridge surface.
    (i.e. that the crack heals in practice much faster than in the experimental setup)
    Advantages of the covering according to the invention:
    • Bright, thus increased traffic safety • Maximum mechanical resilience thanks to a thick wear layer made of concrete (especially in winter with spiked tires) • Optimal protection against chloride migration • Tested according to EN ISO 2812-1, resistance to diesel fuels, petrol and motor oil • No flaking Concrete connected by chemical reaction, • Sustainable and cheaper than bitumen waterproofing with subsequent asphalt layers • Crack-bridging through self-healing up to 0.5mm • Environmentally friendly, non-toxic, unproblematic in disposal
    Concrete admixtures
    The formulation is preferably optimized using special silica in order not only to achieve crack-healing concrete, but also very dense concrete. This allows the
    Concrete electrolyte resistance increases. If the silica dust is high, the likelihood of corrosion is low because the low electrolytic conductivity practically excludes higher corrosion rates.
    A concrete additive from the Betocrete CSeries is used for crack healing and for compaction. A colloidal silica from Opticrete is used to close the capillaries of the concrete. The colloidal silica has a very high specific surface area of 250 to 500m 2 / g and a very high water binding capacity.
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    The colloidal silica is preferably added in the form of an alkaline water-based liquid with 50% solids. Alternatively, the silica can be contained in a 15% solids water-based liquid modified with aluminate.
    The amorphous silica particles are negatively charged and are structured to support the reactivity of the liquid. The liquid is whitish and almost as viscous as water. In concrete applications, the colloidal silica works extremely well as a stabilizer and accelerator. It also makes the concrete mix extremely stable, compacted, stable and binds all the free water. The colloidal silica particles react completely with the free calcium hydroxide that is formed during cement hydration to form CSH (calcium silicate hydrate) compounds. These compounds increase the density of the cement paste, the structure between the stones and eliminate the excess water. With self-compacting concrete, segregation is controlled and concrete bleeding is prevented, so that the mixture remains stable and workable.
    In addition, suitable high-performance superplasticizers are preferably added. A low w / b value (water binder value) is preferred.
    Cracking behavior and use of special composite fibers
    Compared to PPE (plastic) fibers, the composite glass fibers used have the advantage that they have the same density as concrete, so they do not clump and are easier to process. The modulus of elasticity is also many times higher than that of PPE fibers (43 to 72 GPa in contrast to 1.5 to 9.5 GPa) and also higher than that of the concrete itself (concrete 30-40 GPa).
    The tensile strength of the composite fibers is very high at 1700 MPa.
    The composite fibers used show the selected dosage and concrete class in the post-bending tensile test
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    F 1013 hardening post-cracking behavior so that high post-cracking tensile strengths can be guaranteed even with larger crack widths (trim with 0.5mm crack width = 6.93 MPa and fr3m with 2.5mm = 7.95 MPa)
    According to the invention it is proposed to form the road surface as a layer of concrete with a layer thickness of at least 2 cm, the concrete containing a crystalline sealant, which leads to crystallization on contact with water, the crystallization taking place with volume increase, which leads to the closing of cavities and Cracks and the concrete also contains silica, especially nanosilica, and composite fibers.
    This combination results in a concrete surface with excellent surface hardness and therefore good abrasion resistance, which also has crack-healing properties thanks to the crystalline sealant. With this combination, a long useful life of preferably over 50 years can be achieved. The pavement according to the invention, in particular bridge pavement, preferably has no probation.
    The test of a reinforced concrete bridge projects less preferably into the bridge covering according to the invention. This is achieved in that the test elements protrude upward from the construction of the reinforced concrete bridge and the bridge covering according to the invention is applied around and over these test elements. In this case, the road surface according to the invention preferably has an overlap of at least 3, preferably at least 5 cm. The overlap indicates the extent to which the road surface extends above or covers the probation elements, that is to say the distance from the probation elements to the surface of the road.
    The road surface according to the invention preferably has a total thickness of at least 3 cm, particularly preferably between 3 and 20 cm, in particular between 3 and 10 cm.
    The advantage of the present invention is the use of conventional concrete as the basis for the road surface, which
    page 8
    9.20
    F 1013 represents an inexpensive and easy-to-use building material. Concrete has the advantage over asphalt that it can be light to white and can therefore be colored as desired. The use of the preferably colorless or transparent crystalline sealant does not change or impair the appearance of the concrete. It is also advantageous that crystalline crack bridging takes place over the entire layer thickness of the concrete covering, with the result that the concrete layer is designed as a wear layer down to the test or to the load-bearing plate. It is particularly advantageous that the road surface can be applied as a layer in one operation.
    In any case, the concrete admixture for the concrete covering according to the invention contains a crystalline sealing agent which, upon contact with water, leads to crystallization, the crystallization resulting in an increase in volume which leads to the closing of cavities and cracks.
    A liquid crystalline waterproofing agent from SCHOMBURG GmbH with the brand name Betocrete® C-Series, in particular Betocrete C16 or Betocrete C21, is particularly preferably used as a concrete additive. It is an aqueous salt solution with metal soaps containing potassium carbonate, sodium carbonate or lithium carbonate.
    These crystalline sealants are described, inter alia, in EP 2292568 A, the content of which is summarized in the following paragraphs.
    The preferred sealant additive for cementitious compositions accordingly contains at least one synthetic and / or natural wax in aqueous dispersion or emulsion. In the context of the description of EP 2292568 A, wax or waxes are understood to mean animal and vegetable waxes, which also include lipids, for example. The main components of such waxes are esters of fatty acids with long-chain, aliphatic, primary alcohols, the so-called
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    F 1013
    Wax alcohols. Furthermore, waxes in the sense of EP 2292568 A are also understood to mean, for example, jojoba oil or similar substances which do not consist of triglycerides and are therefore not fatty oils, but which are chemically considered liquid waxes. In addition, waxes in the sense of EP 2292568 A are also synthetic waxes which are mainly obtained from petroleum and which consist, for example, of paraffin or hard paraffin. Finally, waxes in the sense of EP 2292568 A are also natural waxes that have been chemically modified or completely synthesized, such as, for example, polyethylenes or copolymers or, for example, soy wax obtained from soy by hydrogenation. The wax or waxes used in the production of the advantageous sealant additive preferably contains at least one ester of higher aliphatic fatty acids, which is preferably C30
    - Have C34 alcohols. The advantageous sealant additive also preferably contains at least one water-soluble or water-dispersible metal salt of C8
    - C34 fatty acids. The metal salt or salts of the C8-C34 fatty acids are preferably alkali metal, alkaline earth metal and aluminum salts. Particular preference is given to selecting from the group of the water-soluble or dispersible metal salts of the C8-C34 fatty acids, such as, for example, potassium caprylate, potassium caprinate, calcium laurate, sodium myristate, sodium pimaquite, potassium oleate, lithium stearate, sodium stearate, potassium stearate, calcium stearate, magnesium stearate, aluminum diundane tristate.
    The advantageous sealant additive preferably also contains water-soluble carbonates in addition to one or all of the above components. By adding such carbonates, the effect of crack healing upon contact with water is achieved, which has previously been used to advantage in hydraulic engineering.
    The added water-soluble carbonates serve as carbonate sources in the hardened concrete, from which carbonate ions appear on page 10 if water enters through cracks or capillaries
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    F 1013
    Go solution and diffuse into the cracks and capillaries. There is carbonization and thus a closure of the cracks or the capillaries.
    The water-soluble carbonates and are particularly preferred
    Hydrogen carbonates selected from a group which includes alkali carbonates and ammonium carbonates such as sodium carbonate, sodium hydrogen carbonate, potassium carbonate, potassium hydrogen carbonate, lithium carbonate, lithium hydrogen carbonate and ammonium carbonate, ammonium hydrogen carbonate and combinations thereof and the like.
    Alkali carbonate is preferably contained in the crystalline sealant in a proportion of 10-25% by weight.
    Preference is given to the prepared concrete or the mixing water, the crystalline sealing agent in liquid form with a mass of 2 to 3% based on the mass of the
    Cement formulation added, but at least 7 kg per m 3 of the mixed concrete.
    Standard concrete such as C30 / 37 or preferably C70 / 85 is suitable as concrete.
    CEM II is preferably used as cement, particularly preferably CEM II / A-S or CEM II / A-V. CEM II / A-S is Portland cement with a fly ash content of 6 to 20% and 0-5% minor components. CEM 2 AS is Portland cement with a blast furnace slag content (granulated blast furnace slag) of 6 to 20% and 0-5%
    Minor components.
    Nanosilica is added to the concrete in addition to the crystalline waterproofing agent. Furthermore, air entraining agents can be added less preferably.
    The nanosilica is preferably added in the form of nanoparticles as a colloid. The nanosilica preferably has a surface area of at least 250 m 2 / g. Opticrete Silica 250 A or Opticrete Silica 450 A are particularly suitable as nanosilica, available from Freilinger coating technology
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    GmbH. The nanosilicate preferably has an average particle size of 4 nm to 6 nm, particularly preferably 5 nm.
    The nanosilica closes capillaries of the concrete. The nanosilica reacts with free calcium hydroxide and binds free water in the concrete. The nanosilica also advantageously increases the electrolyte resistance, which prevents or slows down the oxidation test. The covering according to the invention thus protects the probation.
    The use of nanosilica and crystalline
    Sealing agents are somewhat a contradiction in terms, since nanosilica binds free calcium hydroxide, but the crystalline sealing agent requires free calcium hydroxide so that cracks in the concrete can heal. Surprisingly, it was found that the use of both agents results in a very hard and therefore wear-resistant concrete, which nevertheless has the ability to heal cracks.
    The nanosilica is preferably added in a proportion of 0.5-5% by weight of the cement.
    The nanosilica is particularly preferably added in a proportion of 0.53% by weight of the cement.
    The nanosilica is preferably added with a mass of 0.5 to 5% based on the mass of the cement formulation.
    The preparation of the concrete is preferably carried out by first mixing cement with the mixing water and the crystalline sealant having already been added to the mixing water or subsequently being added in liquid form to the cement which has already been prepared.
    The addition of nanosilica is preferably carried out as a colloid which is added as a liquid to the cement, preferably after the crystalline sealant has been added.
    The nanosilica is preferably added to the concrete when all other constituents are already well mixed.
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    It is also less preferred to produce an entire bridge from the material of the concrete covering according to the invention, and indeed already in the course of the concreting work when the structure is erected, so that the bridge construction itself forms the pavement covering according to the invention. The disadvantage of this is the higher costs, since instead of an at least 3 cm thick pavement, the entire bridge would have to be provided with the crystalline sealant, the nanosilica and the composite fibers.
    Figure 1: shows as a technical proof a nomogram from the thesis semi-probabilistic proof concept for the durability measurement and evaluation of reinforced concrete components by Dr. Rahimi with Prof. Gehlen at the TU Munich, BAW (Appendix D, page 202), 2016.
    1 shows a nomogram with a layer thickness of 4 cm, XD3, reliability index of 0.5 = 31% probability of corrosion, aging exponent between 0.4 (CEM2A / S) and 0.6 (CEM2 A / V), 100 depending on the type of cement Years of durability); For road surfaces or areas exposed to traffic, 3% surface chloride concentration can be assumed for southern Germany, slightly lower for northern Germany with 2%; For areas that are accessible and can be checked for cracks, a reliability index of 0.5 must be assumed or permitted.
    The coverage in the nomogram as well as the type of cement can either be specified by the building or can be chosen deliberately. For the concrete formulation according to the invention, the chloride migration coefficient was determined according to the BAW test method in order to be able to provide the overall technical verification in the nomogram.
    Depending on the type of cement and the w / b value, there is a chloride migration coefficient of 3.4 for the crack-healing concrete pavement and / or bridge covering reinforced with colloidal silica; (for comparison: pure CEM 1 cement formulations have a chloride migration value of 17-19); So that is
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    F 1013 concrete recipe for a 40mm thick concrete covering even with a 5% surface chloride concentration (worst case) still far below the value of 6 required in the nomogram (with 3% surface chloride concentration the required value is 9)
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    权利要求:
    Claims (9)
    [1]
    claims
    1. pavement made of concrete, which is formed from cement and additives, characterized in that the concrete contains a crystalline sealant, which leads to crystallization when in contact with water, the crystallization taking place with volume increase, which leads to the closure of cavities and cracks and the concrete also contains nanosilica and composite fibers.
    [2]
    2. Road surface according to claim 1, characterized in that it has a layer thickness of 3-10 cm.
    [3]
    3. Road surface according to claim 1, characterized in that the cement is CEM II / A-V or CEM II / A-S.
    [4]
    4. Road surface according to one of claims 1 or 2, characterized in that the crystalline sealing agent is contained with 2 to 3 wt.% Of the cement.
    [5]
    5. Road surface according to one of claims 1 or 3, characterized in that the nanosilica is contained with 0.5 to 3% by weight of the cement.
    [6]
    6. Road surface according to one of claims 1 or 4, characterized in that the composite fibers have a modulus of elasticity of 43 to 72 GPa.
    [7]
    7. Road surface according to one of claims 1 to 5, characterized in that the composite fibers are contained with up to 27 kg / m 3 .
    [8]
    8. Road surface according to one of claims 1 to 5, characterized in that the crystalline sealing agent is an aqueous salt solution with metal soaps, which contains an alkali carbonate.
    [9]
    9. Use of a road surface according to one of claims 1 to 8, characterized in that it is used as a road surface of a bridge.
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    F 1013

    17/20
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    同族专利:
    公开号 | 公开日
    AT521434B1|2020-04-15|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    WO2009039234A1|2007-09-20|2009-03-26|Nova Chemicals Inc.|Methods of minimizing concrete cracking and shrinkage|
    EP2292568A1|2009-08-06|2011-03-09|Schomburg GmbH & Co. KG|Additive for cementitious composition|
    US20140090842A1|2012-09-28|2014-04-03|Halliburton Energy Services, Inc.|Cement Compositions Comprising Deagglomerated Inorganic Nanotubes and Associated Methods|
    WO2015034805A1|2013-09-04|2015-03-12|Ocv Intellectual Capital, Llc|Composite fiber for the reinforcement of concrete|
    AT517528A1|2015-07-20|2017-02-15|Freilinger Beschichtungstechnik Ug|Method of constructing a road surface|
    WO2017156206A1|2016-03-10|2017-09-14|Ocv Intellectual Capital, Llc|Silica-coated composite fiber for the reinforcement of concrete|
    DE202021103918U1|2021-07-22|2021-08-02|Groz-Beckert Kommanditgesellschaft|Layered surface protection system|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    ATA50486/2018A|AT521434B1|2018-06-18|2018-06-18|Road surface|ATA50486/2018A| AT521434B1|2018-06-18|2018-06-18|Road surface|
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