CN108949087A - A kind of permeable pavement is dedicated can reactive infiltration type sticking material - Google Patents
A kind of permeable pavement is dedicated can reactive infiltration type sticking material Download PDFInfo
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- 230000008595 infiltration Effects 0.000 title claims 10
- 238000001764 infiltration Methods 0.000 title claims 10
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- 229920001730 Moisture cure polyurethane Polymers 0.000 claims abstract description 18
- RSWGJHLUYNHPMX-UHFFFAOYSA-N Abietic-Saeure Natural products C12CCC(C(C)C)=CC2=CCC2C1(C)CCCC2(C)C(O)=O RSWGJHLUYNHPMX-UHFFFAOYSA-N 0.000 claims abstract description 16
- KHPCPRHQVVSZAH-HUOMCSJISA-N Rosin Natural products O(C/C=C/c1ccccc1)[C@H]1[C@H](O)[C@@H](O)[C@@H](O)[C@@H](CO)O1 KHPCPRHQVVSZAH-HUOMCSJISA-N 0.000 claims abstract description 16
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- IMNIMPAHZVJRPE-UHFFFAOYSA-N triethylenediamine Chemical compound C1CN2CCN1CC2 IMNIMPAHZVJRPE-UHFFFAOYSA-N 0.000 claims description 8
- CSCPPACGZOOCGX-UHFFFAOYSA-N Acetone Chemical compound CC(C)=O CSCPPACGZOOCGX-UHFFFAOYSA-N 0.000 claims description 6
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- 150000005846 sugar alcohols Polymers 0.000 claims description 4
- UKLDJPRMSDWDSL-UHFFFAOYSA-L [dibutyl(dodecanoyloxy)stannyl] dodecanoate Chemical group CCCCCCCCCCCC(=O)O[Sn](CCCC)(CCCC)OC(=O)CCCCCCCCCCC UKLDJPRMSDWDSL-UHFFFAOYSA-L 0.000 claims description 3
- 239000012975 dibutyltin dilaurate Substances 0.000 claims description 3
- WNROFYMDJYEPJX-UHFFFAOYSA-K aluminium hydroxide Chemical compound [OH-].[OH-].[OH-].[Al+3] WNROFYMDJYEPJX-UHFFFAOYSA-K 0.000 claims description 2
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- 230000000149 penetrating effect Effects 0.000 claims 3
- 238000007789 sealing Methods 0.000 claims 3
- 239000004575 stone Substances 0.000 claims 3
- NLXLAEXVIDQMFP-UHFFFAOYSA-N Ammonia chloride Chemical compound [NH4+].[Cl-] NLXLAEXVIDQMFP-UHFFFAOYSA-N 0.000 claims 2
- -1 feature It is Substances 0.000 claims 2
- 239000007788 liquid Substances 0.000 claims 2
- HECLRDQVFMWTQS-UHFFFAOYSA-N Dicyclopentadiene Chemical compound C1C2C3CC=CC3C1C=C2 HECLRDQVFMWTQS-UHFFFAOYSA-N 0.000 claims 1
- 229910021502 aluminium hydroxide Inorganic materials 0.000 claims 1
- 235000019270 ammonium chloride Nutrition 0.000 claims 1
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- VTHJTEIRLNZDEV-UHFFFAOYSA-L magnesium dihydroxide Chemical compound [OH-].[OH-].[Mg+2] VTHJTEIRLNZDEV-UHFFFAOYSA-L 0.000 claims 1
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- 229910001862 magnesium hydroxide Inorganic materials 0.000 claims 1
- 125000002496 methyl group Chemical group [H]C([H])([H])* 0.000 claims 1
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- 238000004525 petroleum distillation Methods 0.000 claims 1
- 239000012790 adhesive layer Substances 0.000 abstract description 25
- 239000003208 petroleum Substances 0.000 abstract description 19
- 239000012466 permeate Substances 0.000 abstract description 12
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 abstract description 11
- 239000011148 porous material Substances 0.000 abstract description 4
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 239000000853 adhesive Substances 0.000 description 4
- 239000004567 concrete Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 239000011229 interlayer Substances 0.000 description 4
- 230000004048 modification Effects 0.000 description 4
- 238000012986 modification Methods 0.000 description 4
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- 239000004568 cement Substances 0.000 description 2
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- 238000005507 spraying Methods 0.000 description 2
- 230000007480 spreading Effects 0.000 description 2
- HECLRDQVFMWTQS-RGOKHQFPSA-N 1755-01-7 Chemical class C1[C@H]2[C@@H]3CC=C[C@@H]3[C@@H]1C=C2 HECLRDQVFMWTQS-RGOKHQFPSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000011384 asphalt concrete Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
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- 230000000052 comparative effect Effects 0.000 description 1
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- 238000005516 engineering process Methods 0.000 description 1
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- XKBGEWXEAPTVCK-UHFFFAOYSA-M methyltrioctylammonium chloride Chemical compound [Cl-].CCCCCCCC[N+](C)(CCCCCCCC)CCCCCCCC XKBGEWXEAPTVCK-UHFFFAOYSA-M 0.000 description 1
- 239000003209 petroleum derivative Substances 0.000 description 1
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Classifications
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- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09J—ADHESIVES; NON-MECHANICAL ASPECTS OF ADHESIVE PROCESSES IN GENERAL; ADHESIVE PROCESSES NOT PROVIDED FOR ELSEWHERE; USE OF MATERIALS AS ADHESIVES
- C09J175/00—Adhesives based on polyureas or polyurethanes; Adhesives based on derivatives of such polymers
- C09J175/04—Polyurethanes
- C09J175/08—Polyurethanes from polyethers
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09J—ADHESIVES; NON-MECHANICAL ASPECTS OF ADHESIVE PROCESSES IN GENERAL; ADHESIVE PROCESSES NOT PROVIDED FOR ELSEWHERE; USE OF MATERIALS AS ADHESIVES
- C09J11/00—Features of adhesives not provided for in group C09J9/00, e.g. additives
- C09J11/02—Non-macromolecular additives
- C09J11/04—Non-macromolecular additives inorganic
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09J—ADHESIVES; NON-MECHANICAL ASPECTS OF ADHESIVE PROCESSES IN GENERAL; ADHESIVE PROCESSES NOT PROVIDED FOR ELSEWHERE; USE OF MATERIALS AS ADHESIVES
- C09J11/00—Features of adhesives not provided for in group C09J9/00, e.g. additives
- C09J11/08—Macromolecular additives
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08K—Use of inorganic or non-macromolecular organic substances as compounding ingredients
- C08K3/00—Use of inorganic substances as compounding ingredients
- C08K3/18—Oxygen-containing compounds, e.g. metal carbonyls
- C08K3/20—Oxides; Hydroxides
- C08K3/22—Oxides; Hydroxides of metals
- C08K2003/2227—Oxides; Hydroxides of metals of aluminium
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L2205/00—Polymer mixtures characterised by other features
- C08L2205/03—Polymer mixtures characterised by other features containing three or more polymers in a blend
- C08L2205/035—Polymer mixtures characterised by other features containing three or more polymers in a blend containing four or more polymers in a blend
Landscapes
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Road Paving Structures (AREA)
Abstract
本发明公开了一种透水铺装专用的可反应渗透型粘层材料,由A组分和B组分组成,A组分包括以下重量份的成分:端‑NCO基团封端的聚氨酯预聚物30~50份、渗透液40~50份、SBS 5~10份、石油树脂2~5份、天然松香树脂3~8份、阻燃剂0~1份、稀释剂1~3份,B组分由多元醇类固化剂100份,催化剂1~3份组成。本发明提出的粘层材料是一种专门应用于透水铺装的可反应的渗透性粘层材料,对粘结性和耐久性有较大提高,特别是针对大孔隙的透水路面渗透性能良好,不会堵塞孔隙,体系粘度小,黏合作用强,且制备工艺简单、经济、耐久。The invention discloses a special reactive and permeable adhesive layer material for permeable pavement, which is composed of component A and component B. The component A includes the following components by weight: polyurethane prepolymer terminated by NCO groups 30-50 parts, 40-50 parts of permeate, 5-10 parts of SBS, 2-5 parts of petroleum resin, 3-8 parts of natural rosin resin, 0-1 part of flame retardant, 1-3 parts of thinner, group B It consists of 100 parts of polyol curing agent and 1 to 3 parts of catalyst. The adhesive layer material proposed by the present invention is a reactive and permeable adhesive layer material specially used in permeable pavement, which greatly improves the cohesiveness and durability, especially for the permeable pavement with large pores. The pores will not be blocked, the system viscosity is small, the adhesion is strong, and the preparation process is simple, economical and durable.
Description
技术领域technical field
本发明属于道路工程领域,具体涉及一种用于透水路面的粘层材料及其制备方法。The invention belongs to the field of road engineering, and in particular relates to a sticky layer material used for permeable road surfaces and a preparation method thereof.
背景技术Background technique
在铺装沥青混凝土路面和水泥混凝土路面时,通常在混凝土层之间常洒布粘结材料作为功能层。粘结材料具有较强的粘结性和抗剪强度,保证路面层与层形成一个整体,防止路面出现推移、拥包等病害,这一层所用材料又称粘层材料。目前较为常见的粘层材料为改性乳化沥青和乳化沥青。传统路面多采用密级配混合料铺筑,为保证提高路面结构的耐久性,降低路面的水损害,多为防水粘结材料铺筑。When paving asphalt concrete pavement and cement concrete pavement, the bonding material is usually sprinkled between the concrete layers as a functional layer. The adhesive material has strong cohesiveness and shear strength, which ensures that the pavement layer and the layer form a whole, and prevents diseases such as shifting and wrapping of the pavement. The material used in this layer is also called the adhesive layer material. At present, the more common sticky course materials are modified emulsified asphalt and emulsified asphalt. Traditional pavements are mostly paved with densely graded mixtures. In order to ensure the durability of the pavement structure and reduce water damage to the pavement, most of them are paved with waterproof adhesive materials.
中国专利CN101407387B“二阶反应型防水粘结材料”公开了一种适用于水泥混凝土桥面、复合式路面、钢桥面沥青层的防水粘结材料,但该种材料不适用于透水铺装中,不能满足透水路面的渗水要求。Chinese patent CN101407387B "Second-order reaction type waterproof bonding material" discloses a waterproof bonding material suitable for cement concrete bridge deck, composite road surface, steel bridge deck asphalt layer, but this kind of material is not suitable for permeable pavement , can not meet the water seepage requirements of permeable pavement.
中国专利CN105295830A“层间粘结防水材料及其制备方法”公开了一种粘结力高、不易发生离析的混凝土层间粘结材料,但该种材料应用在透水路面中会大幅降低材料的粘结力,降低路面使用性能。Chinese patent CN105295830A "interlayer bonding waterproof material and its preparation method" discloses a concrete interlayer bonding material with high cohesive force and is not prone to segregation, but the application of this material in permeable pavement will greatly reduce the viscosity of the material. knot force, reducing road performance.
海绵城市透水路面是一种大空隙开级配路面结构,具有降噪、防滑、渗水透水等特点,雨水可以透过路面结构层下渗到路基,要求路面各层在结构、材料等方面均能满足渗水透水要求。针对海绵城市透水铺装的发展,现有的粘层材料渗水性能、粘结力等方面尚不能满足需要。Sponge city permeable pavement is a large-gap open-graded pavement structure, which has the characteristics of noise reduction, anti-slip, water seepage, etc. Rainwater can seep through the pavement structure layer to the subgrade. Satisfy the water permeability requirements. For the development of permeable pavement in sponge city, the existing sticky layer materials cannot meet the needs in terms of water permeability and cohesive force.
发明内容Contents of the invention
针对本领域的不足之处,本发明的目的在于提供一种透水铺装专用的可反应渗透型粘层材料,该材料对透水路面具有良好的渗水透水性能,不会堵塞孔隙,且材料体系粘度小,黏合作用强,工艺简单。Aiming at the deficiencies in this field, the object of the present invention is to provide a special reactive and permeable adhesive layer material for permeable pavement. Small size, strong adhesion, simple process.
本发明的另一目的在于提供所述透水铺装专用的可反应渗透型粘层材料的制备方法。Another object of the present invention is to provide a method for preparing the reactive permeable adhesive layer material for permeable pavement.
实现本发明上述目的的技术方案为:The technical scheme that realizes the above-mentioned purpose of the present invention is:
一种透水铺装专用的可反应渗透型粘层材料,由A组分和B组分组成,A reactive and permeable adhesive layer material for permeable pavement, consisting of A component and B component,
A组分包括以下重量份的成分:端-NCO基团封端的聚氨酯预聚物30~50份、渗透液40~50份、SBS 5~10份、石油树脂2~5份、天然松香树脂3~8份、阻燃剂0~1份、稀释剂1~3份,Component A includes the following components by weight: 30-50 parts of polyurethane prepolymer terminated by NCO groups, 40-50 parts of permeate, 5-10 parts of SBS, 2-5 parts of petroleum resin, 3 parts of natural rosin resin ~8 parts, flame retardant 0~1 part, thinner 1~3 parts,
B组分由多元醇类固化剂100份,催化剂1~3份组成。Component B consists of 100 parts of polyol curing agent and 1-3 parts of catalyst.
本反应渗透型粘层材料成分中的-NCO封端的聚氨酯预聚物会与多元醇类固化剂反应胶黏使体系粘度增大,改善材料性能。The -NCO-terminated polyurethane prepolymer in the composition of the reaction-permeable adhesive layer material reacts with the polyalcohol curing agent to make the viscosity of the system increase and improve the performance of the material.
其中,所述的渗透液为石油蒸馏液的C9成分(C9馏分)及90#道路石油沥青,二者比例为1:1~2:1。Wherein, the permeate is C9 component (C9 fraction) of petroleum distillate and 90# road petroleum asphalt, and the ratio of the two is 1:1-2:1.
其中,所述的多元醇类固化剂为聚酯多元醇、聚醚多元醇、植物油多元醇中的一种。优选柔性好的聚醚型多元醇。Wherein, the polyol curing agent is one of polyester polyol, polyether polyol and vegetable oil polyol. Polyether polyols with good flexibility are preferred.
优选地,所述的石油树脂为C5系石油树脂、C9系石油树脂、二环戊二烯系石油树脂中的一种。Preferably, the petroleum resin is one of C5 series petroleum resin, C9 series petroleum resin and dicyclopentadiene series petroleum resin.
其中,所述的稀释剂为乙酸乙酯、丙酮、环己酮、正丁醇、苯乙烯中的一种。Wherein, the diluent is one of ethyl acetate, acetone, cyclohexanone, n-butanol, and styrene.
其中,所述的催化剂为二月桂酸二丁基锡、三亚乙基二胺、三乙烯二胺、甲基三辛基氯化铵中的一种或两种。Wherein, the catalyst is one or two of dibutyltin dilaurate, triethylenediamine, triethylenediamine, and methyltrioctylammonium chloride.
更优选地,所述可反应渗透型粘层材料的A组分包括以下重量份的成分:端-NCO基团封端的聚氨酯预聚物45~50份、渗透液45~50份、SBS 7~8份、石油树脂5份、天然松香树脂3~4份、阻燃剂1份、稀释剂2~3份。More preferably, the A component of the reaction-permeable adhesive layer material includes the following ingredients in parts by weight: 45-50 parts of polyurethane prepolymer terminated by end-NCO groups, 45-50 parts of permeate, 7-50 parts of SBS 8 parts, 5 parts of petroleum resin, 3-4 parts of natural rosin resin, 1 part of flame retardant, 2-3 parts of thinner.
进一步地,A组分和B组分的质量比例为2:1~3:1。Further, the mass ratio of component A to component B is 2:1˜3:1.
本发明所述的透水铺装专用的可反应渗透型粘层材料的制备方法,包括以下步骤:The preparation method of the special reactive and permeable sticky layer material for permeable pavement of the present invention comprises the following steps:
1)将SBS、石油树脂、天然松香树脂、阻燃剂、端-NCO基团封端的聚氨酯预聚物在渗透液、稀释剂中溶解后,搅拌均匀得到A组分;1) After dissolving SBS, petroleum resin, natural rosin resin, flame retardant, and end-NCO group-terminated polyurethane prepolymer in permeate and diluent, stir evenly to obtain component A;
2)将多元醇类固化剂、催化剂搅拌均匀得到B组分;2) Stir the polyol curing agent and catalyst evenly to obtain component B;
3)将A、B组分按2:1~3:1调配,混合搅拌均匀得到一种海绵城市透水铺装专用的可反应的渗透型粘层材料。3) Prepare components A and B at a ratio of 2:1 to 3:1, mix and stir evenly to obtain a reactive permeable sticky layer material specially used for permeable pavement in sponge cities.
本发明的有益效果在于:The beneficial effects of the present invention are:
本发明提出的粘层材料是一种专门应用于透水铺装的可反应的渗透性粘层材料,对粘结性和耐久性有较大提高,特别是针对大孔隙的透水路面渗透性能良好,不会堵塞孔隙,体系粘度小,黏合作用强,且制备工艺简单、经济、耐久。The adhesive layer material proposed by the present invention is a reactive and permeable adhesive layer material specially used in permeable pavement, which greatly improves the cohesiveness and durability, especially for the permeable pavement with large pores. The pores will not be blocked, the system viscosity is small, the adhesion is strong, and the preparation process is simple, economical and durable.
具体实施方式Detailed ways
以下实施例用于说明本发明,但不用来限制本发明的范围。The following examples are used to illustrate the present invention, but are not intended to limit the scope of the present invention.
端-NCO基团封端的聚氨酯预聚物为市购产品,固化时间≤4h。.The polyurethane prepolymer terminated by end-NCO groups is a commercially available product, and the curing time is ≤4h. .
如无特别说明,实施例中的手段均为本领域所公知的技术手段。实施例1:Unless otherwise specified, the means in the embodiments are technical means known in the art. Example 1:
一种透水铺装专用的可反应的渗透型粘层材料,由以下质量分组成:A组分:端-NCO基团封端的聚氨酯预聚物45份、渗透液(C9馏分和90#道路沥青质量比1:1的混合物)46份、SBS 5份、石油树脂(C9石油树脂)3份、天然松香树脂6份、阻燃剂(氢氧化铝)1份、稀释剂(乙酸乙酯)2份,B组分:多元醇类固化剂(聚醚型多元醇)100份,催化剂(二月桂酸二丁基锡)3份。A special reactive permeable adhesive layer material for permeable pavement, which consists of the following mass components: A component: 45 parts of polyurethane prepolymers terminated by end-NCO groups, permeate (C9 fraction and 90# road asphalt Mass ratio 1:1 mixture) 46 parts, SBS 5 parts, petroleum resin (C9 petroleum resin) 3 parts, natural rosin resin 6 parts, flame retardant (aluminum hydroxide) 1 part, diluent (ethyl acetate) 2 Parts, B component: 100 parts of polyol curing agent (polyether polyol), 3 parts of catalyst (dibutyltin dilaurate).
一种透水铺装专用的可反应的渗透型粘层材料的制备方法,包括以下步骤:A method for preparing a special reactive permeable adhesive layer material for permeable pavement, comprising the following steps:
1)将5份SBS、3份石油树脂、6份天然松香树脂、1份阻燃剂、45份端-NCO基团封端的聚氨酯预聚物在46份渗透液和2份稀释剂中溶解后,搅拌均匀得到A组分;1) After dissolving 5 parts of SBS, 3 parts of petroleum resin, 6 parts of natural rosin resin, 1 part of flame retardant, 45 parts of end-NCO group-terminated polyurethane prepolymer in 46 parts of permeate and 2 parts of diluent , stir evenly to obtain component A;
2)将100份多元醇类固化剂、3份催化剂搅拌均匀得到B组分;2) Stir 100 parts of polyol curing agent and 3 parts of catalyst evenly to obtain component B;
3)将A、B组分按质量比2:1调配,混合搅拌均匀得到透水铺装专用的可反应的渗透型粘层材料。3) Prepare components A and B at a mass ratio of 2:1, mix and stir evenly to obtain a reactive permeable adhesive layer material for permeable pavement.
实施例2Example 2
一种透水铺装专用的可反应的渗透型粘层材料由以下质量分组成:A组分:端-NCO基团封端的聚氨酯预聚物35份、渗透液42份、SBS 6份、石油树脂4份、天然松香树脂5份、阻燃剂0.5份、稀释剂1.5份,B组分:多元醇类固化剂100份,催化剂2份。各组分采用的成分同实施例1。A special reactive permeable adhesive layer material for permeable pavement is composed of the following mass components: A component: 35 parts of polyurethane prepolymer terminated by end-NCO group, 42 parts of permeate, 6 parts of SBS, petroleum resin 4 parts, 5 parts of natural rosin resin, 0.5 parts of flame retardant, 1.5 parts of diluent, component B: 100 parts of polyol curing agent, 2 parts of catalyst. The composition that each component adopts is with embodiment 1.
一种透水铺装专用的可反应的渗透型粘层材料的制备方法,包括以下步骤:A method for preparing a special reactive permeable adhesive layer material for permeable pavement, comprising the following steps:
1)将6份SBS、4份石油树脂、5份天然松香树脂、0.5份阻燃剂、35份端-NCO基团封端的聚氨酯预聚物在42份渗透液和1.5份稀释剂中溶解后,搅拌均匀得到A组分;1) After dissolving 6 parts of SBS, 4 parts of petroleum resin, 5 parts of natural rosin resin, 0.5 part of flame retardant, and 35 parts of end-NCO group-terminated polyurethane prepolymer in 42 parts of permeate and 1.5 parts of diluent , stir evenly to obtain component A;
2)将100份多元醇类固化剂、2份催化剂搅拌均匀得到B组分;2) Stir 100 parts of polyol curing agent and 2 parts of catalyst evenly to obtain component B;
3)将A、B组分按12:5调配,混合搅拌均匀得到透水铺装专用的可反应的渗透型粘层材料。3) Mix components A and B at a ratio of 12:5, mix and stir evenly to obtain a reactive permeable adhesive layer material for permeable pavement.
将实施例中制备的材料作为透水铺装专用的可反应的渗透型粘层材料制成芯样,采用自主研发的WDW-100型电子万能试验机,利用其“拉伸”、“压缩”功能,将芯样夹在夹具中,进行层间拉拔、剪切试验,试验结果见表1。The material prepared in the example is used as a reactive permeable adhesive layer material for permeable pavement to make a core sample, and the self-developed WDW-100 electronic universal testing machine is used to make use of its "tensile" and "compressive" functions. , the core sample was clamped in the fixture, and the interlayer drawing and shearing tests were carried out. The test results are shown in Table 1.
对实施例1与实施例2数据进行分析比较,实施例1中各主要组分较多,胶黏固化所起到的改性作用相对较为明显,1.5kg/m2的洒布量下,拉拔力KN、剪切力KN均大于实施例2的数据,且实施例1中1.0kg/m2的洒布量下的数据也略大于实施例2中1.2kg/m2的洒布量下的数据。因此可知,本粘层材料中,起关键的改性作用的组分-NCO封端的聚氨酯预聚物,SBS,石油树脂,天然松香树脂,理论上,这些组分越多,改性作用越明显。考虑到成本因素,A组分的重量份的成分为:端-NCO基团封端的聚氨酯预聚物45~50份、渗透液45~50份、SBS7~8份、石油树脂5份、天然松香树脂3~4份、阻燃剂1份、稀释剂2~3份较优。Analyzing and comparing the data of Example 1 and Example 2 , there are many main components in Example 1, and the modification effect played by adhesive curing is relatively obvious. The pulling force KN and the shearing force KN are all greater than the data in Example 2 , and the data under the spreading rate of 1.0kg/m in Example 1 are also slightly greater than that in Example 2 at the spreading rate of 1.2kg/m The data. Therefore, it can be seen that in this adhesive layer material, the components that play a key role in modification-NCO-terminated polyurethane prepolymer, SBS, petroleum resin, natural rosin resin, in theory, the more these components, the more obvious the modification effect . Considering the cost factor, the composition of component A by weight is: 45-50 parts of polyurethane prepolymer terminated by end-NCO group, 45-50 parts of permeate, 7-8 parts of SBS, 5 parts of petroleum resin, natural rosin 3-4 parts of resin, 1 part of flame retardant, and 2-3 parts of thinner are better.
实施例3Example 3
一种透水铺装专用的可反应的渗透型粘层材料由以下质量分组成:A组分:端-NCO基团封端的聚氨酯预聚物50份、渗透液48份、SBS 7份、石油树脂5份、天然松香树脂3.5份、阻燃剂1份、稀释剂2.5份,B组分:多元醇类固化剂100份,催化剂3份。采用的成分同实施例1。A special reactive permeable adhesive layer material for permeable pavement is composed of the following mass components: A component: 50 parts of polyurethane prepolymer terminated by end-NCO group, 48 parts of permeate, 7 parts of SBS, petroleum resin 5 parts, 3.5 parts of natural rosin resin, 1 part of flame retardant, 2.5 parts of diluent, component B: 100 parts of polyol curing agent, 3 parts of catalyst. The composition that adopts is with embodiment 1.
一种透水铺装专用的可反应的渗透型粘层材料的制备方法,包括以下步骤:A method for preparing a special reactive permeable adhesive layer material for permeable pavement, comprising the following steps:
1)将7份SBS、5份石油树脂、3.5份天然松香树脂、1份阻燃剂、50份端-NCO基团封端的聚氨酯预聚物在48份渗透液和2.5份稀释剂中溶解后,搅拌均匀得到A组分;1) After dissolving 7 parts of SBS, 5 parts of petroleum resin, 3.5 parts of natural rosin resin, 1 part of flame retardant, and 50 parts of end-NCO group-terminated polyurethane prepolymer in 48 parts of permeate and 2.5 parts of diluent , stir evenly to obtain component A;
2)将100份多元醇类固化剂、3份催化剂搅拌均匀得到B组分;2) Stir 100 parts of polyol curing agent and 3 parts of catalyst evenly to obtain component B;
3)将A、B组分按10:4调配,混合搅拌均匀得到透水铺装专用的可反应的渗透型粘层材料。3) Mix components A and B at a ratio of 10:4, mix and stir evenly to obtain a reactive permeable adhesive layer material for permeable pavement.
将实施例中制备的材料作为透水铺装专用的可反应的渗透型粘层材料制成芯样,采用自主研发的WDW-100型电子万能试验机,利用其“拉伸”、“压缩”功能,将芯样夹在夹具中,进行层间拉拔、剪切试验,试验结果见表1。The material prepared in the example is used as a reactive permeable adhesive layer material for permeable pavement to make a core sample, and the self-developed WDW-100 electronic universal testing machine is used to make use of its "tensile" and "compressive" functions. , the core sample was clamped in the fixture, and the interlayer drawing and shearing tests were carried out. The test results are shown in Table 1.
对比例:Comparative example:
常规的道路粘结层材料,洒布乳化沥青材料,洒布量为0.5kg/m2,1.0kg/m2,用同样的方法测试试件的拉拔力与剪切力,测试结果见表1。Conventional road bonding layer material, spray emulsified asphalt material, spraying amount is 0.5kg/m 2 , 1.0kg/m 2 , use the same method to test the pull-out force and shear force of the specimen, the test results are shown in the table 1.
表1渗透型粘层材料用于芯样的拉拔、剪切试验结果Table 1 Pull-out and shear test results of permeable sticky layer materials used in core samples
实施例3制备的粘层材料中-NCO封端的聚氨酯预聚物,SBS,石油树脂,天然松香树脂等关键改性组分最多,改性效果明显,树脂与固化剂很好地反应起到胶黏作用,使其在1.5,1.0kg/m2的洒布量下拉拔力KN、剪切力KN均优于其他粘层材料。In the adhesive layer material prepared in Example 3, key modified components such as -NCO-terminated polyurethane prepolymer, SBS, petroleum resin, and natural rosin resin are the most, and the modification effect is obvious, and the resin and the curing agent react well to act as an adhesive. Adhesive effect, so that the pull-out force KN and shear force KN are better than other adhesive layer materials under the spraying amount of 1.5, 1.0kg/m 2 .
尽管本发明的内容已经通过上述优选实施例作了详细介绍,但应当认识到上述的描述不应被认为是对本发明的限制。对本领域技术人员来说,从本专利公开内容及常识直接导出或联想到的一些变形,或现有技术的替代,以及特征的等效变化或修饰,都能实现本专利描述的功能和效果,均属本专利保护范围。Although the content of the present invention has been described in detail through the above preferred embodiments, it should be understood that the above description should not be considered as limiting the present invention. For those skilled in the art, the functions and effects described in this patent can be achieved by any deformation directly derived or associated from the disclosure content and common sense of this patent, or the replacement of existing technologies, as well as equivalent changes or modifications of features. All belong to the protection scope of this patent.
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110452521A (en) * | 2019-07-08 | 2019-11-15 | 上海凯牟达新材料科技有限公司 | Thermoplastic polyurethane composite and its method for preparing pressure-sensitive adhesive film |
CN112094606A (en) * | 2019-06-17 | 2020-12-18 | 李兴洙 | Binding composition for furniture molding having excellent binding power and oxidation resistance, and furniture molding material based on same |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1351096A (en) * | 2000-10-26 | 2002-05-29 | 中国石油化工股份有限公司 | Asphalt cementing material for drainage-type pavement and its preparing process |
CN1554708A (en) * | 2003-12-28 | 2004-12-15 | 大连市政设施修建总公司材料综合加工 | Method for preparing cold stirring cold laying road asphalt |
CN1995257A (en) * | 2005-12-26 | 2007-07-11 | 秦升益 | Weatherable water-permeable binder |
CN101353481A (en) * | 2007-07-25 | 2009-01-28 | 同济大学 | Asphalt mixture for rapid repair of hot-mix cold pavement |
CN103497481A (en) * | 2013-08-06 | 2014-01-08 | 苏州拓博琳新材料科技有限公司 | Colored asphalt cementing material and preparation method thereof |
CN105295400A (en) * | 2015-11-26 | 2016-02-03 | 李维林 | Asphalt pavement curing agent and preparation method thereof |
CN106320149A (en) * | 2016-08-29 | 2017-01-11 | 唐健发 | Construction method of urban asphalt pavement with highway drainage system |
CN106380875A (en) * | 2016-08-31 | 2017-02-08 | 山东高速物资储运有限公司 | Aging-resistant high-viscosity high-elasticity modified asphalt and preparation method thereof |
-
2017
- 2017-05-18 CN CN201710354197.2A patent/CN108949087A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1351096A (en) * | 2000-10-26 | 2002-05-29 | 中国石油化工股份有限公司 | Asphalt cementing material for drainage-type pavement and its preparing process |
CN1554708A (en) * | 2003-12-28 | 2004-12-15 | 大连市政设施修建总公司材料综合加工 | Method for preparing cold stirring cold laying road asphalt |
CN1995257A (en) * | 2005-12-26 | 2007-07-11 | 秦升益 | Weatherable water-permeable binder |
CN101353481A (en) * | 2007-07-25 | 2009-01-28 | 同济大学 | Asphalt mixture for rapid repair of hot-mix cold pavement |
CN103497481A (en) * | 2013-08-06 | 2014-01-08 | 苏州拓博琳新材料科技有限公司 | Colored asphalt cementing material and preparation method thereof |
CN105295400A (en) * | 2015-11-26 | 2016-02-03 | 李维林 | Asphalt pavement curing agent and preparation method thereof |
CN106320149A (en) * | 2016-08-29 | 2017-01-11 | 唐健发 | Construction method of urban asphalt pavement with highway drainage system |
CN106380875A (en) * | 2016-08-31 | 2017-02-08 | 山东高速物资储运有限公司 | Aging-resistant high-viscosity high-elasticity modified asphalt and preparation method thereof |
Non-Patent Citations (4)
Title |
---|
曹惟诚: "《胶接技术手册》", 30 August 1988, 上海科学技术出版社 * |
李子东: "《现代胶粘技术手册》", 31 January 2002, 新时代出版社 * |
梁增田: "《塑料用涂料与涂装》", 31 March 2006, 科学技术文献出版社 * |
郑姗: "《公路材料员上岗指南》", 31 May 2013, 中国建材工业出版社 * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112094606A (en) * | 2019-06-17 | 2020-12-18 | 李兴洙 | Binding composition for furniture molding having excellent binding power and oxidation resistance, and furniture molding material based on same |
CN110452521A (en) * | 2019-07-08 | 2019-11-15 | 上海凯牟达新材料科技有限公司 | Thermoplastic polyurethane composite and its method for preparing pressure-sensitive adhesive film |
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