JP2005061042A - Solar heat intercepting pavement body - Google Patents
Solar heat intercepting pavement body Download PDFInfo
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- JP2005061042A JP2005061042A JP2003292074A JP2003292074A JP2005061042A JP 2005061042 A JP2005061042 A JP 2005061042A JP 2003292074 A JP2003292074 A JP 2003292074A JP 2003292074 A JP2003292074 A JP 2003292074A JP 2005061042 A JP2005061042 A JP 2005061042A
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- XLOMVQKBTHCTTD-UHFFFAOYSA-N Zinc monoxide Chemical compound [Zn]=O XLOMVQKBTHCTTD-UHFFFAOYSA-N 0.000 claims description 2
- 239000004408 titanium dioxide Substances 0.000 claims description 2
- 239000011787 zinc oxide Substances 0.000 claims description 2
- 235000014692 zinc oxide Nutrition 0.000 claims description 2
- YKTSYUJCYHOUJP-UHFFFAOYSA-N [O--].[Al+3].[Al+3].[O-][Si]([O-])([O-])[O-] Chemical compound [O--].[Al+3].[Al+3].[O-][Si]([O-])([O-])[O-] YKTSYUJCYHOUJP-UHFFFAOYSA-N 0.000 claims 1
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- 238000005033 Fourier transform infrared spectroscopy Methods 0.000 description 2
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- 125000001624 naphthyl group Chemical group 0.000 description 2
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- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 229920000180 alkyd Polymers 0.000 description 1
- 125000002529 biphenylenyl group Chemical group C1(=CC=CC=2C3=CC=CC=C3C12)* 0.000 description 1
- 238000009529 body temperature measurement Methods 0.000 description 1
- 239000000378 calcium silicate Substances 0.000 description 1
- 229910052918 calcium silicate Inorganic materials 0.000 description 1
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 1
- 125000006297 carbonyl amino group Chemical group [H]N([*:2])C([*:1])=O 0.000 description 1
- 238000004040 coloring Methods 0.000 description 1
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F24—HEATING; RANGES; VENTILATING
- F24S—SOLAR HEAT COLLECTORS; SOLAR HEAT SYSTEMS
- F24S20/00—Solar heat collectors specially adapted for particular uses or environments
- F24S20/60—Solar heat collectors integrated in fixed constructions, e.g. in buildings
- F24S20/64—Solar heat collectors integrated in fixed constructions, e.g. in buildings in the form of floor constructions, grounds or roads
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/20—Solar thermal
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/40—Solar thermal energy, e.g. solar towers
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Life Sciences & Earth Sciences (AREA)
- Sustainable Development (AREA)
- Sustainable Energy (AREA)
- Thermal Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Road Paving Structures (AREA)
- Paints Or Removers (AREA)
Abstract
Description
本発明は、太陽光の日射エネルギーによる道路舗装体等の表面の温度上昇を抑制する塗装技術に関する。 The present invention relates to a coating technique for suppressing a temperature rise on the surface of a road pavement or the like due to solar radiation energy.
アスファルト舗装体を典型例とする人工構造物は、太陽光の日射エネルギーを吸収しやすく内部蓄熱を起すため、その表面温度が高温となり都市部におけるヒートアイランド現象の原因となっている。そのため、都市部におけるヒートアイランド現象を含めた都市熱環境を改善する対策が望まれている。その対策の一つとして、舗装体の表面に太陽熱遮断性の塗膜を設ける方法が検討されている。 Artificial structures such as asphalt pavement typically absorb sunlight's solar energy and cause internal heat storage, resulting in a high surface temperature and a cause of heat island phenomenon in urban areas. Therefore, measures to improve the urban thermal environment including the heat island phenomenon in urban areas are desired. As one of the countermeasures, a method of providing a solar heat-shielding coating film on the surface of the pavement has been studied.
太陽熱遮断性の塗膜を設ける一般的技術としては、従来、表面塗膜のJIS A 5759に規定される日射反射率を可及的に高範囲の波長に調整し、日射エネルギーの可視部および赤外部を吸収せず塗膜表面において反射し、吸収による塗膜構成成分をエネルギー的に励起し、熱エネルギーへの変化を防止する手段が主にとられてきた。 As a general technique for providing a solar heat-shielding coating film, conventionally, the solar reflectance specified in JIS A 5759 of the surface coating film is adjusted to a wavelength as high as possible, and the visible part of solar energy and red Means have been mainly taken to reflect on the surface of the coating without absorbing the outside, energize the constituent components of the coating by absorption, and prevent changes to thermal energy.
これらは主に白色系顔料を用いるものであるため、特に道路舗装体においては色調が明るすぎて交通供用に適さないという問題がある。すなわち、道路舗装体においては舗装体表面に白色等の区画線を設ける場合が多いので、道路舗装面の色調が明るすぎると区画線との識別が困難になってしまうという問題がある。 Since these mainly use white pigments, particularly in road pavements, there is a problem that the color tone is too bright and is not suitable for traffic use. That is, in a road pavement, white marking lines are often provided on the surface of the pavement, so that there is a problem that it is difficult to distinguish the marking lines from the road pavement surface when the color tone is too bright.
近年、黒色等の濃色系の遮熱性塗料も提案されている(特許文献1)。
本出願人等は、舗装体の表層部に中空微細粒子および/または可視波長域で吸収を示し赤外線波長域では反射を示す顔料を存在させてなる太陽熱遮断性舗装体の発明を提案した(特許文献2)。この技術は特に道路舗装体に対し効果的な温度低減効果を示すが、技術的効果および経済性にさらなる改善が望まれる。
The present applicants have proposed an invention for a solar heat-blocking pavement in which the surface layer of the pavement contains hollow fine particles and / or a pigment that absorbs in the visible wavelength range and reflects in the infrared wavelength range (patent) Reference 2). Although this technique exhibits an effective temperature reduction effect particularly for road pavements, further improvements in technical effect and economy are desired.
本発明の目的は、道路舗装体等に適する表面色調をもちながらも、太陽光の日射エネルギーによる温度上昇を抑制する作用、すなわち太陽熱遮断性の高い塗膜をもつ舗装体を提供することにある。 An object of the present invention is to provide a pavement that has a surface color tone suitable for a road pavement and the like and suppresses a temperature rise due to solar radiation energy, that is, has a coating film with high solar heat blocking properties. .
本出願人等は、上記目的を達成すべく鋭意検討した結果、複数の塗膜層に機能分担させることによってより効果的に太陽熱遮断効果が得られることを知見し本発明に到達した。 As a result of intensive studies to achieve the above object, the present applicants have found that a solar heat blocking effect can be obtained more effectively by assigning functions to a plurality of coating layers, and have reached the present invention.
すなわち本発明は、舗装体の表面上に、JIS A 5759に規定される日射反射率が15%以上である白色系顔料を含有する第1の塗膜層、及び該第1の塗膜層より上層に可視波長域の光を吸収し赤外線波長域の光を反射および/または透過する濃色系顔料を含有する第2の塗膜層を配したことを特徴とする太陽熱遮断性舗装体である。 That is, the present invention includes a first coating layer containing a white pigment having a solar reflectance of 15% or more as defined in JIS A 5759 on the surface of the pavement, and the first coating layer. A solar heat-blocking pavement comprising a second coating layer containing a dark pigment that absorbs light in the visible wavelength range and reflects and / or transmits light in the infrared wavelength range as an upper layer. .
本発明では、下層に日射反射率の高い白色系顔料を含有する塗膜層を配し、上層に可視波長域の光を吸収すると共に赤外線波長域の光を反射および/または透過する黒色等の濃色系顔料を含有する塗膜層を配することにより、図2に示すように、両層で太陽光を反射する機能を示す。これに対し、前記した従来の太陽熱遮断性舗装体はいずれも表面の塗膜層による太陽光の反射を意図したものであり(図1)、複数の塗膜層に機能を分担させるという概念をもつものは知られていない。 In the present invention, a coating layer containing a white pigment having a high solar reflectance is disposed in the lower layer, and the upper layer absorbs light in the visible wavelength region and reflects and / or transmits light in the infrared wavelength region. By providing a coating film layer containing a dark pigment, the function of reflecting sunlight in both layers is shown, as shown in FIG. On the other hand, all of the conventional solar heat-blocking pavements described above are intended to reflect sunlight by the coating layer on the surface (FIG. 1), and have the concept of sharing the function among a plurality of coating layers. What you have is not known.
本発明において、舗装体とは太陽熱による温度上昇を抑制することが望まれる対象物をいい、特に都市部におけるヒートアイランド現象の原因の一つとなりうるとされるアスファルト舗装体、コンクリート舗装体、インターロッキングブロック舗装体等の道路舗装体や、プールサイド、公園等の歩行者通路面、テニスコート等の舗装体を挙げることができる。 In the present invention, a pavement refers to an object that is desired to suppress a temperature rise due to solar heat, and particularly an asphalt pavement, a concrete pavement, and an interlock that are considered to be one of the causes of a heat island phenomenon in an urban area. Examples include road pavements such as block pavements, pedestrian passage surfaces such as poolsides and parks, and pavements such as tennis courts.
本発明では、これらの舗装体の表面上に、前記した第1の塗膜層と第2の塗膜層を必須の塗膜層として配することを不可欠とする。通常、第1の塗膜層は下塗り層を構成する層として、また第2の塗膜層は上塗り層を構成する層として用いられる。下塗り層を2以上の層で構成する場合、第1の塗膜層は下塗り層の最上層として塗布することが好ましい。第1の塗膜層に含有させる顔料は、JIS A 5759に規定される350〜2100nmの波長域における日射反射率が15%以上の白色系顔料であれば特に制限なく用いうるが、上記日射反射率が40〜95%の範囲にある白色系顔料が好ましく、その典型例としては、二酸化チタン、亜鉛華、さらにはリトポン、チタンイエロー等を挙げることができる。これらの顔料の含有量は、第1の塗膜層の10〜80重量%が好ましく、15〜40重量%がより好ましい。また第1の塗膜層の厚さは50〜500μmが好ましい。このような第1の塗膜層を配することにより、上塗り層を透過した赤外線波長域の光を反射することができ、その結果下塗り層を被覆した舗装体の表面に到達する日射エネルギー量をより効果的に低減することができ、舗装体が蓄熱・放熱することによってもたらされる周辺の温度上昇をより効果的に抑制することが可能となる。 In the present invention, it is indispensable to dispose the first coating layer and the second coating layer as essential coating layers on the surfaces of these paving bodies. Usually, the first coating layer is used as a layer constituting an undercoat layer, and the second coating layer is used as a layer constituting an overcoat layer. When the undercoat layer is composed of two or more layers, the first coating layer is preferably applied as the uppermost layer of the undercoat layer. The pigment to be contained in the first coating layer can be used without particular limitation as long as it is a white pigment having a solar reflectance of 15% or more in a wavelength range of 350 to 2100 nm as defined in JIS A 5759. A white pigment having a ratio in the range of 40 to 95% is preferable, and typical examples thereof include titanium dioxide, zinc white, lithopone, and titanium yellow. The content of these pigments is preferably 10 to 80% by weight of the first coating layer and more preferably 15 to 40% by weight. The thickness of the first coating layer is preferably 50 to 500 μm. By arranging such a first coating layer, it is possible to reflect light in the infrared wavelength region that has passed through the topcoat layer, and as a result, the amount of solar radiation energy that reaches the surface of the pavement that covers the undercoat layer is reduced. It can reduce more effectively, and it becomes possible to suppress more effectively the temperature rise of the circumference | surroundings brought about by a pavement body storing and heat-dissipating.
前記した第2の塗膜層は、第1の塗膜層より上層に塗布する上塗り層の少なくとも1層として配される。第2の塗膜層は、可視波長域の光を吸収し赤外線波長域の光を反射および/または透過する濃色系顔料を含有することを不可欠とする。ここで濃色系顔料とは、黒色を典型例とする40以下の明度(L*値)をもつ顔料をいう。特にJIS A 5759に定義される350〜2100nmの波長域における日射反射率が15%以上であって、かつCIE1976L*a*b*色空間におけるL*値が30以下、より好ましくはL*値が24以下である濃色系顔料が好ましい。このような条件を満足する顔料の典型例としては、一般式: The second coating layer described above is arranged as at least one of the top coating layers applied to the upper layer from the first coating layer. It is essential for the second coating layer to contain a dark pigment that absorbs light in the visible wavelength region and reflects and / or transmits light in the infrared wavelength region. Here, the dark color pigment refers to a pigment having a lightness (L * value) of 40 or less, typically black. In particular there is solar reflectance of 15% or more in the wavelength range of 350~2100nm defined in JIS A 5759, and L * value in CIE1976L * a * b * color space is 30 or less, more preferably L * value A dark pigment that is 24 or less is preferred. Typical examples of pigments satisfying such conditions include the general formula:
〔但し、上記式中のXはN=N又はCONHであり、nは1又は2であり、R1は水素原子又はニトロ基であり、R2はハロゲン原子又はメトキシ基であり、A環はベンゼン環又はナフタレン環であり、n=1のときのR3はハロゲン原子、メチル基、ニトロ基又はメトキシ基を有してもよいフェニル基又は置換基を有していないナフチル基であり、n=2のときのR3はメトキシ基を有してもよいビフェニレン基である。〕で示されるアゾ系顔料(結晶の大きさ0.3〜10μm)(特許文献3)を挙げることができる。市販の濃色系顔料について上記条件に該当するかどうかを確認することによって、本発明の第2の塗膜層に用いうる顔料かどうかを知ることが可能である。市販されている顔料で上記の条件を満足するものとしては、クロモファインブラックA−1103なる商品名をもつアゾメチアゾ系黒色顔料(大日精化工業(株)製)等を挙げることができる。
これらの顔料の含有量は第2の塗膜層の0.01〜10重量%が好ましく、0.1〜3重量%がより好ましい。また第2の塗膜層の厚さは50〜500μmが好ましい。このような第2の塗膜層を配することにより、塗膜層が黒色等の濃色系でありながら、温度上昇に寄与する赤外線波長域の光による熱エネルギーを反射および/または透過させることができ、その結果、第1の塗膜層と共に舗装体の表面に到達する日射エネルギー量をより効果的に低減することができ、舗装体が蓄熱・放熱することによってもたらされる周辺の温度上昇を、より高い経済効率をもって抑制することが可能となる。 The content of these pigments is preferably 0.01 to 10% by weight, more preferably 0.1 to 3% by weight of the second coating layer. The thickness of the second coating layer is preferably 50 to 500 μm. By providing such a second coating layer, the coating layer is a dark color system such as black, and reflects and / or transmits thermal energy due to light in the infrared wavelength region contributing to temperature rise. As a result, it is possible to more effectively reduce the amount of solar radiation energy that reaches the surface of the pavement together with the first coating layer, and to increase the surrounding temperature caused by heat storage and heat dissipation of the pavement. It becomes possible to suppress with higher economic efficiency.
第2の塗膜層には、上記の濃色系顔料に加えて体質顔料を含有させることが好ましい。体質顔料としては、下記に示す塗膜隠ペイ率、塗膜明度L*値及び塗膜赤外線透過率のいずれかが下記の条件を満たす白色系の体質顔料が好ましく用いられる。 The second coating layer preferably contains an extender pigment in addition to the dark pigment. As the extender pigment, a white extender pigment in which any one of the following coating film concealment rate, coating film brightness L * value and coating film infrared transmittance satisfies the following conditions is preferably used.
(a)塗膜層について測定したJIS K 5400に規定される塗膜隠ペイ率が20〜90%の体質顔料
ここで、塗膜隠ペイ率の測定方法は以下のとおりである。透明樹脂(たとえばメタクリル樹脂)75重量部と体質顔料25重量部とからなる塗料に過酸化化合物および硬化剤を配合し、この材料をJIS K 5400に規定する隠ペイ率試験紙にウェット塗膜厚1000μmとなるように塗り付けて塗膜を形成する。次に、前記隠ペイ率試験紙の白地上および黒地上の塗膜について、JIS K 5574−1961の方法により測定した拡散反射率から隠ペイ率を算出する。
隠ペイ率=黒地上塗膜の45度0度拡散反射率÷白地上塗膜の45度0度拡散反射率
(A) An extender having a coating film concealment rate of 20 to 90% as defined in JIS K 5400 measured for the coating layer. Here, the method for measuring the coating film concealment rate is as follows. A peroxide compound and a curing agent are blended in a paint composed of 75 parts by weight of a transparent resin (for example, methacrylic resin) and 25 parts by weight of an extender pigment, and this material is applied to a hidden pay rate test paper defined in JIS K 5400. A coating film is formed by applying to a thickness of 1000 μm. Next, the hidden pay rate is calculated from the diffuse reflectance measured by the method of JIS K 5574-1961 for the white ground and black ground coating films of the hidden pay rate test paper.
Hidden pay rate = 45 degree 0 degree diffuse reflectance of black ground paint film / 45 degree 0 degree diffuse reflectance of white ground paint film
(b)塗膜層について測定したCIE1976L*a*b*色空間における塗膜明度L*値が50以下の体質顔料
ここで、塗膜明度L*値の測定方法は以下のとおりである。透明樹脂(たとえばメタクリル樹脂)75重量部と、体質顔料25重量部と、可視波長域の光を吸収し赤外線波長域の光を反射および/または透過する顔料(たとえばメチアゾブラック)0.125重量部とからなる塗料を前記隠ペイ率試験紙にウェット塗膜厚1000μmとなるように塗り付けて塗膜を形成する。次に、白地上の塗膜について、カラーコンピューターによりL*値を測定する。
(B) CIE 1976 L * a * b * measured for the coating film layer An extender having a coating film brightness L * value of 50 or less in the color space. Here, the method for measuring the coating film brightness L * value is as follows. 75 parts by weight of a transparent resin (for example, methacrylic resin), 25 parts by weight of extender pigment, and 0.125 by weight of a pigment (for example, methiazo black) that absorbs light in the visible wavelength range and reflects and / or transmits light in the infrared wavelength range A coating film is formed by applying the coating material consisting of a part to the above-described concealment rate test paper so as to have a wet coating film thickness of 1000 μm. Next, the L * value is measured with a color computer for the white ground coating film.
(c)塗膜層について測定した塗膜赤外線透過率が10%以上の体質顔料
ここで、塗膜赤外線透過率の測定方法は以下のとおりである。透明樹脂(たとえばメタクリル樹脂)75重量部と、体質顔料25重量部と、可視波長域の光を吸収し赤外線波長域の光を反射および/また透過する顔料(たとえばメチアゾブラック)0.125重量部とからなる塗料をPETフィルム上にウェット塗膜厚500μmとなるように塗り付けて塗膜を形成する。次に、この塗膜について、フーリエ変換赤外分光装置を用いて波長1.4〜3.0μmにおける赤外線透過率を測定する。
(C) An extender having a coating film infrared transmittance of 10% or more measured for the coating film layer. Here, the method for measuring the coating film infrared transmittance is as follows. 75 parts by weight of a transparent resin (for example, methacrylic resin), 25 parts by weight of extender pigment, 0.125 by weight of a pigment (for example, methiazo black) that absorbs light in the visible wavelength range and reflects and / or transmits light in the infrared wavelength range A coating film is formed by applying a coating composed of a part on a PET film so as to have a wet coating thickness of 500 μm. Next, about this coating film, the infrared transmittance in wavelength 1.4-3.0 micrometers is measured using a Fourier-transform infrared spectrometer.
上記(a)〜(c)の少なくとも1つの条件を満たす体質顔料は、着色力が弱く樹脂液中では透明に近い色調となるため、第2の塗膜層にこれらの体質顔料を含有させることにより、濃色系熱反射性顔料の含有量を減らしても濃色系の表面色調を維持することができる。 The extender pigments that satisfy at least one of the conditions (a) to (c) have weak coloring power and have a color tone that is nearly transparent in the resin liquid. Therefore, the extender layer contains these extender pigments. Thus, even if the content of the dark color heat reflective pigment is reduced, the dark color surface tone can be maintained.
上記の条件を満たす体質顔料の具体例としては、炭酸カルシウム(カルシグロスと称する表面処理炭酸カルシウム等も含む)、ケイ酸カルシウム等を挙げることができる。 Specific examples of extender pigments that satisfy the above conditions include calcium carbonate (including surface-treated calcium carbonate called calcigros), calcium silicate, and the like.
第2の塗膜層中のこれらの体質顔料の含有量は、好ましくは塗膜の全重量に対して10〜80重量%であり、より好ましくは10〜40重量%である。これらの体質顔料の含有量が少な過ぎると交通供用等に十分に耐えうる塗膜強度を得にくく、また多過ぎるとバインダ樹脂による結合力が不十分になる恐れがある。 The content of these extender pigments in the second coating layer is preferably 10 to 80% by weight, more preferably 10 to 40% by weight, based on the total weight of the coating film. If the content of these extender pigments is too small, it is difficult to obtain a coating strength that can sufficiently withstand traffic service, and if it is too much, the binding strength of the binder resin may be insufficient.
本発明における第1の塗膜層(または下塗り層のいずれか)および/または第2の塗膜層(または上塗り層のいずれか)には、必要に応じて中空微細粒子を含有させることが好ましい。中空微細粒子を含有させることにより、下塗り層および/または上塗り層が赤外線波長域の光を反射する性能を向上させることができ、舗装体の周辺温度を低減する効果を高めることに寄与する。 The first coating layer (or any of the undercoat layers) and / or the second coating layer (or any of the top coating layers) in the present invention preferably contains hollow fine particles as necessary. . By containing hollow fine particles, the undercoat layer and / or the overcoat layer can improve the performance of reflecting light in the infrared wavelength region, which contributes to increasing the effect of reducing the ambient temperature of the pavement.
本発明で用いられる中空微細粒子としては無機中空微細粒子が好ましく、特に透明ないし半透明のセラミック中空微細粒子、その中でも強度が40kgf/cm2以上のセラミック中空微細粒子が好ましい。このようなセラミックの組成例としては、ジルコニア・チタニア複合物、ホウ化ケイ素系セラミック、シラスバルーン、ガラスバルーン等がある。粒子径としては5〜150μmが好ましい。中空内は空気、空気以外の気体、真空のいずれでもよいが、真空(ここで真空とは、雰囲気圧よりも気圧が低い状態をいう。)であるものが断熱性の点等からより効果的である。 The hollow fine particles used in the present invention are preferably inorganic hollow fine particles, particularly transparent or translucent ceramic hollow fine particles, and among them, ceramic hollow fine particles having a strength of 40 kgf / cm 2 or more are preferred. Examples of such ceramic compositions include zirconia-titania composites, silicon boride ceramics, shirasu balloons, glass balloons and the like. The particle diameter is preferably 5 to 150 μm. The inside of the hollow may be air, a gas other than air, or a vacuum, but a vacuum (where vacuum means a state where the atmospheric pressure is lower than the atmospheric pressure) is more effective from the viewpoint of heat insulation. It is.
また本発明における第1の塗膜層および/または第2の塗膜層には、必要に応じ、他の体質顔料も含有させることが好ましい場合がある。これらの例としては、合成石英球状シリカ、球状アルミナ、リン酸ガラス粉末等を挙げることができる。これらの体質顔料は、塗膜の強度を向上させたり熱伝導率を高める等それぞれに応じた機能を発揮しうるものであり、その含有量は塗膜の全重量に対して通常5〜40重量%である。 In some cases, the first coating layer and / or the second coating layer in the present invention may contain other extender pigments as necessary. Examples of these include synthetic quartz spherical silica, spherical alumina, and phosphate glass powder. These extender pigments can exhibit functions corresponding to each of them such as improving the strength of the coating film and increasing the thermal conductivity, and the content thereof is usually 5 to 40 wt. %.
各塗膜層を構成するバインダ樹脂としては、従来から舗装体上に塗布されてきた適宜のバインダ樹脂を用いることができる。舗装体の表面に付与する塗膜に要求される強度等の物性要件を満足し、塗料を塗布するときの施工性を確保できるものであれば特に限定されないが、通常は透明性のある塗料用樹脂が用いられる。これらの樹脂の種類としては、ビニルエステル樹脂、不飽和ポリエステル(メタ)アクリレート樹脂、エポキシ(メタ)アクリレート樹脂、ウレタン(メタ)アクリレート樹脂、メチル(メタ)アクリレート樹脂、ポリエステル樹脂、シリコン変性ポリエステル樹脂、シリコン変性アクリル樹脂、アルキッド樹脂、塩化ビニル樹脂、フッ素樹脂等を挙げることができる。 As binder resin which comprises each coating-film layer, the appropriate binder resin conventionally apply | coated on the pavement body can be used. Although it is not particularly limited as long as it satisfies the physical property requirements such as strength required for the coating film to be applied to the surface of the pavement and can secure the workability when applying the paint, it is usually for paint with transparency. Resin is used. The types of these resins include vinyl ester resins, unsaturated polyester (meth) acrylate resins, epoxy (meth) acrylate resins, urethane (meth) acrylate resins, methyl (meth) acrylate resins, polyester resins, silicon-modified polyester resins, Examples thereof include silicon-modified acrylic resin, alkyd resin, vinyl chloride resin, and fluororesin.
本発明の舗装体として特に好ましいのは、アスファルトと骨材を必須成分として含むアスファルト混合物を表層に用いたアスファルト舗装体である。本発明では、塗膜層が舗装体の表面形状に追随するように形成される。アスファルト舗装体の場合は、その表面の凹凸形状に従って塗膜層が形成されるが、この表面形状が塗膜の特性を一層高める働きをする。アスファルト舗装体の表層材用のアスファルト混合物の例としては、細粒度アスファルト混合物、密粒度ギャップアスファルト混合物、開粒度アスファルト混合物等があり、機能的に表現したアスファルト舗装の例としては、明色舗装、着色舗装、凍結抑制舗装、排水性舗装、透水性舗装、半たわみ性舗装、砕石マスチック舗装等がある。 Particularly preferable as the pavement of the present invention is an asphalt pavement using asphalt mixture containing asphalt and aggregate as essential components for the surface layer. In the present invention, the coating layer is formed so as to follow the surface shape of the pavement. In the case of an asphalt pavement, a coating layer is formed according to the uneven shape of the surface, and this surface shape serves to further enhance the properties of the coating. Examples of the asphalt mixture for the surface material of the asphalt pavement include a fine particle size asphalt mixture, a dense particle size gap asphalt mixture, an open particle size asphalt mixture, etc., and examples of functionally expressed asphalt pavement include light color pavement, There are colored pavement, anti-freezing pavement, drainage pavement, water permeable pavement, semi-flexible pavement, crushed stone mastic pavement, etc.
特に、空隙率の高い多孔質なアスファルト混合物である排水性舗装用混合物を用いて表層を構成する場合には、該表層が有する空隙とその機能を維持するように塗膜層を形成することが好ましい。つまり空隙を塞がないように塗膜層を形成することが好ましく、このようにすると排水機能も一層向上することになる。 In particular, when the surface layer is formed using a drainage pavement mixture that is a porous asphalt mixture having a high porosity, the coating layer may be formed so as to maintain the voids and the function of the surface layer. preferable. That is, it is preferable to form the coating layer so as not to block the voids, and in this way, the drainage function is further improved.
参考例:
(1)体質顔料の塗膜隠ペイ率の測定
表1に示す体質顔料各25重量部、メタクリル樹脂75重量部に過酸化化合物及び硬化剤を配合した塗料をつくり、該塗料をJIS K 5400に規定する隠ペイ率試験紙の上に塗布して、ウェット塗膜厚1000μmの塗膜を形成する。そして、隠ペイ率試験紙の白地上と黒地上の塗膜について、JIS K 5574−1961の方法により隠ペイ率を測定した。結果を表1に示す。
Reference example:
(1) Measurement of coating pigment concealment rate of extender pigment A paint having 25 parts by weight of the extender pigment shown in Table 1 and 75 parts by weight of a methacrylic resin mixed with a peroxide compound and a curing agent was prepared. It coat | covers on the hidden pay rate test paper to prescribe | regulate, and forms a coating film with a wet coating-film thickness of 1000 micrometers. And the hidden pay rate was measured by the method of JIS K 5574-1961 about the coating film on the white ground and the black ground of the hidden pay rate test paper. The results are shown in Table 1.
(2)体質顔料の塗膜明度L*値の測定
メチアゾブラック0.125重量部、各種体質顔料25重量部、メタクリル樹脂75重量部からなる塗料を隠ペイ率試験紙に塗布してウェット塗膜厚1000μmの塗膜を形成し、該隠ペイ率試験紙の白地上の塗膜についてカラーコンピューターによる測定を行った。結果を表2に示す。
(2) Measurement of coating film lightness L * value of extender pigment A paint comprising 0.125 parts by weight of methiazo black, 25 parts by weight of various extender pigments, and 75 parts by weight of methacrylic resin was applied to a test paper with a concealment rate and wet coating. A coating film having a thickness of 1000 μm was formed, and the coating film on the white ground of the test paper with the hidden pay rate was measured with a color computer. The results are shown in Table 2.
(3)体質顔料の塗膜赤外線透過率の測定
L*値の測定に使用した塗料をPETフィルム上に塗布してウェット塗膜厚500μmの塗膜を形成し、この塗膜について波長1.4〜3.0μmにおける赤外線透過率を、フーリエ変換赤外分光装置(サーモニコレージャパン(株)製)によって測定した。結果を表3に示す。
(3) Measurement of coating film infrared transmittance of extender pigment The coating material used for the measurement of L * value was applied on a PET film to form a coating film having a wet coating thickness of 500 μm. The infrared transmittance at ˜3.0 μm was measured by a Fourier transform infrared spectrometer (manufactured by Thermo Nicolet Japan Co., Ltd.). The results are shown in Table 3.
実施例:
1.塗料の調製
次表に基づく配合で塗料をつくった。数値は重量割合を示す。
Example:
1. Preparation of paint A paint was prepared according to the formulation shown in the following table. A numerical value shows a weight ratio.
(注)メチアゾブラックは大日精化工業(株)製のアゾメチアゾ系黒色顔料である。消泡剤は信越化学工業(株)製である。ルチル型チタン白(汎用)は1次平均粒子径が約0.25μmである。 (Note) Methiazo Black is an azomethiazo black pigment manufactured by Dainichi Seika Kogyo Co., Ltd. The defoamer is manufactured by Shin-Etsu Chemical Co., Ltd. Rutile titanium white (general purpose) has a primary average particle size of about 0.25 μm.
2.塗膜層の形成と評価(1)
塗膜による温度低減効果を確認するために、以下の実験を行った。まず、密粒度アスファルト混合物からなる50mm×300mm×300mmの大きさの供試体を作成した。各供試体の周囲には断熱材を配置して、日射以外の熱の影響を極力受けないようにした。供試体の表面中央部に温度計の熱電対を貼り付けた後、供試体の表面に下塗りの塗膜厚300μm、上塗りの塗膜厚300μmとなるように各塗料を吹き付けて塗膜を形成した。また、比較用として排水性舗装用混合物からなる50mm×300mm×300mmの大きさの供試体(以下、「標準供試体」という。)を作成し、この供試体については塗料の吹き付けを行わなかった。そして、標準供試体と各供試体との表面温度の差を温度低減値、測定日における温度低減値の最大値を温度低減最大値とした。
2. Formation and evaluation of coating layer (1)
In order to confirm the temperature reduction effect by the coating film, the following experiment was conducted. First, a specimen having a size of 50 mm × 300 mm × 300 mm made of a dense particle size asphalt mixture was prepared. A heat insulating material was placed around each specimen so that it was not affected by heat other than solar radiation. After a thermocouple of a thermometer was attached to the center of the surface of the specimen, each paint was sprayed on the surface of the specimen to form an undercoat film thickness of 300 μm and an overcoat film thickness of 300 μm to form a paint film. . For comparison, a specimen having a size of 50 mm × 300 mm × 300 mm (hereinafter referred to as “standard specimen”) made of a drainage pavement mixture was prepared, and no paint was sprayed on the specimen. . And the difference of the surface temperature of a standard specimen and each specimen was made into the temperature reduction value, and the maximum value of the temperature reduction value in a measurement day was made into the temperature reduction maximum value.
なお、本実験は2003年6月1日に行ったが、この日の天候は最高気温26.8℃、最低気温21.7℃、最大風速5m/秒、降雨量0mm、日照時間は8時間6分であった。塗膜の性状測定結果(アスファルト舗装板)を表5に示す。 This experiment was conducted on June 1, 2003. The weather on this day was a maximum temperature of 26.8 ° C, a minimum temperature of 21.7 ° C, a maximum wind speed of 5m / sec, a rainfall of 0mm, and a sunshine duration of 8 hours. It was 6 minutes. Table 5 shows the measurement results of the properties of the coating film (asphalt pavement board).
A−1とC−1との比較:
表5の測定結果より、塗膜C−1は塗膜A−1よりも5.7℃温度低減効果が大きいことが分かる。また日射反射率については、塗膜C−1の方が塗膜A−1よりも20.5%大きいことが分かる。すなわち、日射反射率の高い顔料を含む下塗り層と可視波長域の光を吸収し赤外線波長域の光を反射および/または透過する顔料を含む上塗り層からなる2層構造とすることにより、上塗り1層のみからなる塗膜層と比較して、日射反射率が高く、温度低減効果も大きい塗膜層を得ることができる。
Comparison between A-1 and C-1:
From the measurement results in Table 5, it can be seen that the coating film C-1 has a greater effect of reducing the temperature by 5.7 ° C. than the coating film A-1. Moreover, about solar reflectance, it turns out that the direction of the coating film C-1 is 20.5% larger than the coating film A-1. That is, the topcoat 1 has a two-layer structure comprising an undercoat layer containing a pigment having a high solar reflectance and a topcoat layer containing a pigment that absorbs light in the visible wavelength range and reflects and / or transmits light in the infrared wavelength range. Compared with a coating layer composed of only a layer, a coating layer having a high solar reflectance and a large temperature reduction effect can be obtained.
B−1とB−2との比較:
表5の測定結果より、塗膜B−2は塗膜B−1よりも1.2℃温度低減効果が大きいことが分かる。すなわち、下塗り層に球状アルミナを配合することにより、球状アルミナを配合しない下塗り層からなる塗膜層と比較して、温度低減効果が大きい塗膜層を得ることができる。
Comparison between B-1 and B-2:
From the measurement results in Table 5, it can be seen that the coating film B-2 has a greater 1.2 ° C. temperature reduction effect than the coating film B-1. That is, by adding spherical alumina to the undercoat layer, it is possible to obtain a coating layer having a large temperature reduction effect as compared with a coating layer made of an undercoat layer not containing spherical alumina.
B−1とC−1との比較:
表5の測定結果より、塗膜C−1は塗膜B−1よりも1.5℃温度低減効果が大きいことが分かる。また日射反射率については、塗膜C−1の方が塗膜B−1よりも4.1%大きいことが分かる。すなわち、上塗り層に中空セラミックバルンを配合することにより、中空セラミックバルンを配合しない上塗り層からなる塗膜層と比較して、日射反射率が高く、温度低減効果も大きい塗膜層を得ることができる。
Comparison between B-1 and C-1:
From the measurement results in Table 5, it can be seen that the coating film C-1 has a greater 1.5 ° C. temperature reduction effect than the coating film B-1. Moreover, about solar radiation reflectance, it turns out that the direction of the coating film C-1 is 4.1% larger than the coating film B-1. That is, by blending a hollow ceramic balun into the top coat layer, it is possible to obtain a paint layer having a high solar reflectance and a large temperature-reducing effect as compared with a paint layer composed of a top coat layer not blended with a hollow ceramic balun. it can.
3.塗膜層の形成と評価(2)
ブリキ板を舗装体とみなして上記と同様の実験を行った。結果を表6に示す。
3. Formation and evaluation of coating layer (2)
An experiment similar to the above was conducted with the tin plate regarded as a paving body. The results are shown in Table 6.
表6の測定結果より、ブリキ板においてもアスファルト舗装板の場合と同様の効果が示されたことがわかる。 From the measurement results in Table 6, it can be seen that the same effect as in the case of the asphalt pavement plate was also exhibited in the tin plate.
4.舗装体による比較試験
表層用のアスファルト混合物として密粒度アスファルト混合物と排水性舗装用混合物を用いた場合を例にとり、舗装体の種類を変えた場合の遮熱効果の違いを比較検討した。
(1)温度測定
密粒度アスファルト混合物および排水性舗装用混合物からなる50mm×300mm×300mmの大きさの供試体を各1枚作成した。各混合物の配合を表7に示す。
4). Comparison test by pavement The case of using a dense particle size asphalt mixture and a drainage pavement mixture as an asphalt mixture for the surface layer was used as an example, and the difference in the heat shielding effect when the type of pavement was changed was compared.
(1) Temperature measurement One specimen having a size of 50 mm × 300 mm × 300 mm made of a dense particle size asphalt mixture and a drainage pavement mixture was prepared. Table 7 shows the composition of each mixture.
各供試体の周囲には断熱材を配置して、日射以外の熱の影響を極力受けないようにした。供試体の表面中央部に温度計の熱電対を貼り付けた後、各供試体の表面に下塗りの塗膜厚300μm、上塗りの塗膜厚300μmとなるように各塗料を吹き付けて塗膜を形成した。塗料の配合は表4のとおりである。 A heat insulating material was placed around each specimen so that it was not affected by heat other than solar radiation. After a thermocouple of the thermometer is attached to the center of the surface of the specimen, each paint is sprayed on the surface of each specimen to form a coating film of 300 μm for the undercoat and 300 μm for the topcoat. did. The composition of the paint is shown in Table 4.
また、比較用として排水性舗装用混合物からなる50mm×300mm×300mmの大きさの供試体(以下、「標準供試体」という。)を別途作成し、この供試体については塗料の吹き付けを行なわなかった。そして、標準供試体と各供試体との表面温度の差を温度低減値、測定日における温度低減値の最大値を温度低減最大値とした。
各供試体を屋外の日当たりの良い箇所に配置し、1時間毎の供試体表面温度を測定した。測定結果を表8に示すが、測定日の天候は最高気温27.4℃、最低気温21.9℃、最大風速4m/秒、降雨量0mm、日照時間は8時間12分であった。
For comparison, a specimen (hereinafter referred to as “standard specimen”) having a size of 50 mm × 300 mm × 300 mm made of a drainage pavement mixture was separately prepared, and no paint was sprayed on the specimen. It was. And the difference of the surface temperature of a standard specimen and each specimen was made into the temperature reduction value, and the maximum value of the temperature reduction value in a measurement day was made into the temperature reduction maximum value.
Each specimen was placed in a sunny area outdoors, and the surface temperature of the specimen every hour was measured. The measurement results are shown in Table 8. As for the weather on the measurement day, the maximum temperature was 27.4 ° C., the minimum temperature was 21.9 ° C., the maximum wind speed was 4 m / sec, the rainfall was 0 mm, and the sunshine duration was 8 hours and 12 minutes.
(2)測定結果の比較
表8の測定結果より、塗膜B−1については、排水性舗装用混合物からなる供試体の方が密粒度アスファルト混合物からなる供試体よりも1.6℃温度低減効果が大きかった。また塗膜C−1についても、排水性舗装用混合物からなる供試体の方が密粒度アスファルト混合物からなる供試体よりも1.3℃温度低減効果が大きかった。このことより、排水性舗装用混合物からなる供試体の方が密粒度アスファルト混合物からなる供試体よりも、塗膜層による温度低減効果が大きいということができる。なお、表層用混合物として密粒度アスファルト混合物と排水性舗装用混合物を用いた場合の舗装断面例を図3に、舗装体表層部の塗膜層の状態を図4にそれぞれ示す。
(2) Comparison of measurement results From the measurement results shown in Table 8, for coating film B-1, the temperature of the specimen made of the drainage pavement mixture is 1.6 ° C lower than that of the specimen made of the dense particle size asphalt mixture. The effect was great. Moreover, also about the coating film C-1, the test piece which consists of a drainage pavement mixture had a 1.3 degreeC temperature reduction effect larger than the test piece which consists of a dense particle size asphalt mixture. From this, it can be said that the specimen made of the drainage pavement mixture has a greater temperature reduction effect due to the coating layer than the specimen made of the dense particle size asphalt mixture. In addition, the pavement cross-sectional example at the time of using a dense particle size asphalt mixture and a drainage pavement mixture as a surface layer mixture is shown in FIG. 3, and the state of the coating layer of the pavement surface layer portion is shown in FIG.
本発明により、複数の塗膜に太陽熱遮断の機能を分担させることにより、少量の濃色系熱反射性顔料を用いながらも濃色の色調を維持し、大きな温度低減効果を経済性よく得ることが可能となる。 According to the present invention, it is possible to maintain a dark color tone while using a small amount of dark-colored heat-reflective pigment by sharing the solar heat blocking function among a plurality of coating films, and to obtain a large temperature reduction effect with good economic efficiency. Is possible.
1 舗装体
2 塗膜層
3 塗膜層(上塗り)
4 塗膜層(下塗り)
5 表層
6 基層(粗粒度アスファルト混合物)
7 上層路盤
8 下層路盤
9 塗膜層
1
4 Coating layer (undercoat)
5 Surface layer 6 Base layer (Coarse grained asphalt mixture)
7
Claims (11)
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2003292074A JP2005061042A (en) | 2003-08-12 | 2003-08-12 | Solar heat intercepting pavement body |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2003292074A JP2005061042A (en) | 2003-08-12 | 2003-08-12 | Solar heat intercepting pavement body |
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|---|---|
| JP2005061042A true JP2005061042A (en) | 2005-03-10 |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006008874A (en) * | 2004-06-28 | 2006-01-12 | Nagashima Tokushu Toryo Kk | Coating material |
| JP2007177143A (en) * | 2005-12-28 | 2007-07-12 | Oku Antsuuka Kk | Thermal barrier paint |
| JP2007270494A (en) * | 2006-03-31 | 2007-10-18 | Sumitomo Osaka Cement Co Ltd | Temperature rise restraining pavement and temperature rise restraining method |
| JP2007277984A (en) * | 2006-04-10 | 2007-10-25 | Nippo Corporation:Kk | Road having air cleaning function, and method of constructing it |
| JP2010517817A (en) * | 2007-02-05 | 2010-05-27 | ピーピージー インダストリーズ オハイオ インコーポレーテツド | Cold and dark coating system |
| US8129466B2 (en) | 2007-02-05 | 2012-03-06 | Ppg Industries Ohio, Inc | Pigment dispersant |
| JP2012207467A (en) * | 2011-03-30 | 2012-10-25 | Nippo Corp | Pavement suitable for food facility |
| CN103469712A (en) * | 2013-09-30 | 2013-12-25 | 济南城建集团有限公司 | Method for paving anti-rut anti-skid pavement coating |
| US9056988B2 (en) | 2007-02-05 | 2015-06-16 | Ppg Industries Ohio, Inc. | Solar reflective coatings and coating systems |
| WO2020002730A1 (en) | 2018-06-27 | 2020-01-02 | Chm Obras E Infraestructuras S.A. | Asphalt pavements having high solar reflectance |
-
2003
- 2003-08-12 JP JP2003292074A patent/JP2005061042A/en active Pending
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006008874A (en) * | 2004-06-28 | 2006-01-12 | Nagashima Tokushu Toryo Kk | Coating material |
| JP2007177143A (en) * | 2005-12-28 | 2007-07-12 | Oku Antsuuka Kk | Thermal barrier paint |
| JP2007270494A (en) * | 2006-03-31 | 2007-10-18 | Sumitomo Osaka Cement Co Ltd | Temperature rise restraining pavement and temperature rise restraining method |
| JP2007277984A (en) * | 2006-04-10 | 2007-10-25 | Nippo Corporation:Kk | Road having air cleaning function, and method of constructing it |
| JP2010517817A (en) * | 2007-02-05 | 2010-05-27 | ピーピージー インダストリーズ オハイオ インコーポレーテツド | Cold and dark coating system |
| US8129466B2 (en) | 2007-02-05 | 2012-03-06 | Ppg Industries Ohio, Inc | Pigment dispersant |
| JP2013177006A (en) * | 2007-02-05 | 2013-09-09 | Ppg Industries Ohio Inc | Coating system showing cold and dark color |
| US8822025B2 (en) | 2007-02-05 | 2014-09-02 | Ppg Industries Ohio, Inc. | Coating system exhibiting cool dark color |
| US9056988B2 (en) | 2007-02-05 | 2015-06-16 | Ppg Industries Ohio, Inc. | Solar reflective coatings and coating systems |
| JP2012207467A (en) * | 2011-03-30 | 2012-10-25 | Nippo Corp | Pavement suitable for food facility |
| CN103469712A (en) * | 2013-09-30 | 2013-12-25 | 济南城建集团有限公司 | Method for paving anti-rut anti-skid pavement coating |
| WO2020002730A1 (en) | 2018-06-27 | 2020-01-02 | Chm Obras E Infraestructuras S.A. | Asphalt pavements having high solar reflectance |
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