JPS58191802A - Elastic pavement - Google Patents
Elastic pavementInfo
- Publication number
- JPS58191802A JPS58191802A JP7339282A JP7339282A JPS58191802A JP S58191802 A JPS58191802 A JP S58191802A JP 7339282 A JP7339282 A JP 7339282A JP 7339282 A JP7339282 A JP 7339282A JP S58191802 A JPS58191802 A JP S58191802A
- Authority
- JP
- Japan
- Prior art keywords
- foamed elastic
- polyol
- mixture
- mixed
- elastic material
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000000203 mixture Substances 0.000 claims description 20
- 229920005862 polyol Polymers 0.000 claims description 19
- 150000003077 polyols Chemical class 0.000 claims description 19
- 239000006260 foam Substances 0.000 claims description 16
- 239000013013 elastic material Substances 0.000 claims description 13
- 239000005056 polyisocyanate Substances 0.000 claims description 10
- 229920001228 polyisocyanate Polymers 0.000 claims description 10
- 239000011261 inert gas Substances 0.000 claims description 9
- 239000003431 cross linking reagent Substances 0.000 claims description 8
- 239000003381 stabilizer Substances 0.000 claims description 8
- 239000012752 auxiliary agent Substances 0.000 claims description 7
- 239000002131 composite material Substances 0.000 claims description 3
- 238000003892 spreading Methods 0.000 claims description 3
- 239000000758 substrate Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 description 10
- 239000003795 chemical substances by application Substances 0.000 description 9
- 239000002994 raw material Substances 0.000 description 9
- LYCAIKOWRPUZTN-UHFFFAOYSA-N Ethylene glycol Chemical compound OCCO LYCAIKOWRPUZTN-UHFFFAOYSA-N 0.000 description 8
- 239000000463 material Substances 0.000 description 8
- 239000004814 polyurethane Substances 0.000 description 8
- 229920002635 polyurethane Polymers 0.000 description 8
- ZMANZCXQSJIPKH-UHFFFAOYSA-N Triethylamine Chemical compound CCN(CC)CC ZMANZCXQSJIPKH-UHFFFAOYSA-N 0.000 description 6
- 238000005187 foaming Methods 0.000 description 5
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 4
- 239000011384 asphalt concrete Substances 0.000 description 4
- 150000001875 compounds Chemical class 0.000 description 4
- 229920001971 elastomer Polymers 0.000 description 4
- 239000007788 liquid Substances 0.000 description 4
- 239000005060 rubber Substances 0.000 description 4
- 239000011550 stock solution Substances 0.000 description 4
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 3
- SJRJJKPEHAURKC-UHFFFAOYSA-N N-Methylmorpholine Chemical compound CN1CCOCC1 SJRJJKPEHAURKC-UHFFFAOYSA-N 0.000 description 3
- DNIAPMSPPWPWGF-UHFFFAOYSA-N Propylene glycol Chemical compound CC(O)CO DNIAPMSPPWPWGF-UHFFFAOYSA-N 0.000 description 3
- 239000003054 catalyst Substances 0.000 description 3
- 238000004132 cross linking Methods 0.000 description 3
- MTHSVFCYNBDYFN-UHFFFAOYSA-N diethylene glycol Chemical compound OCCOCCO MTHSVFCYNBDYFN-UHFFFAOYSA-N 0.000 description 3
- 239000000945 filler Substances 0.000 description 3
- 238000004898 kneading Methods 0.000 description 3
- 239000004014 plasticizer Substances 0.000 description 3
- 229920005906 polyester polyol Polymers 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- -1 2,6-tolylene dinonanate Chemical compound 0.000 description 2
- UPMLOUAZCHDJJD-UHFFFAOYSA-N 4,4'-Diphenylmethane Diisocyanate Chemical compound C1=CC(N=C=O)=CC=C1CC1=CC=C(N=C=O)C=C1 UPMLOUAZCHDJJD-UHFFFAOYSA-N 0.000 description 2
- NLHHRLWOUZZQLW-UHFFFAOYSA-N Acrylonitrile Chemical compound C=CC#N NLHHRLWOUZZQLW-UHFFFAOYSA-N 0.000 description 2
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 2
- MQIUGAXCHLFZKX-UHFFFAOYSA-N Di-n-octyl phthalate Natural products CCCCCCCCOC(=O)C1=CC=CC=C1C(=O)OCCCCCCCC MQIUGAXCHLFZKX-UHFFFAOYSA-N 0.000 description 2
- 239000004721 Polyphenylene oxide Substances 0.000 description 2
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 2
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 description 2
- ZJCCRDAZUWHFQH-UHFFFAOYSA-N Trimethylolpropane Chemical compound CCC(CO)(CO)CO ZJCCRDAZUWHFQH-UHFFFAOYSA-N 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- 239000002253 acid Substances 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 2
- BJQHLKABXJIVAM-UHFFFAOYSA-N bis(2-ethylhexyl) phthalate Chemical compound CCCCC(CC)COC(=O)C1=CC=CC=C1C(=O)OCC(CC)CCCC BJQHLKABXJIVAM-UHFFFAOYSA-N 0.000 description 2
- ZFMQKOWCDKKBIF-UHFFFAOYSA-N bis(3,5-difluorophenyl)phosphane Chemical compound FC1=CC(F)=CC(PC=2C=C(F)C=C(F)C=2)=C1 ZFMQKOWCDKKBIF-UHFFFAOYSA-N 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000009472 formulation Methods 0.000 description 2
- 235000011187 glycerol Nutrition 0.000 description 2
- NAQMVNRVTILPCV-UHFFFAOYSA-N hexane-1,6-diamine Chemical compound NCCCCCCN NAQMVNRVTILPCV-UHFFFAOYSA-N 0.000 description 2
- 125000002887 hydroxy group Chemical group [H]O* 0.000 description 2
- DSSXKBBEJCDMBT-UHFFFAOYSA-M lead(2+);octanoate Chemical compound [Pb+2].CCCCCCCC([O-])=O DSSXKBBEJCDMBT-UHFFFAOYSA-M 0.000 description 2
- 229910052757 nitrogen Inorganic materials 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 229920000570 polyether Polymers 0.000 description 2
- 230000000379 polymerizing effect Effects 0.000 description 2
- 229920001451 polypropylene glycol Polymers 0.000 description 2
- 229920003225 polyurethane elastomer Polymers 0.000 description 2
- 229920003048 styrene butadiene rubber Polymers 0.000 description 2
- 150000005846 sugar alcohols Polymers 0.000 description 2
- 239000004094 surface-active agent Substances 0.000 description 2
- CYRMSUTZVYGINF-UHFFFAOYSA-N trichlorofluoromethane Chemical compound FC(Cl)(Cl)Cl CYRMSUTZVYGINF-UHFFFAOYSA-N 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- CBCKQZAAMUWICA-UHFFFAOYSA-N 1,4-phenylenediamine Chemical compound NC1=CC=C(N)C=C1 CBCKQZAAMUWICA-UHFFFAOYSA-N 0.000 description 1
- IBOFVQJTBBUKMU-UHFFFAOYSA-N 4,4'-methylene-bis-(2-chloroaniline) Chemical compound C1=C(Cl)C(N)=CC=C1CC1=CC=C(N)C(Cl)=C1 IBOFVQJTBBUKMU-UHFFFAOYSA-N 0.000 description 1
- LYWVNPSVLAFTFX-UHFFFAOYSA-N 4-methylbenzenesulfonate;morpholin-4-ium Chemical compound C1COCCN1.CC1=CC=C(S(O)(=O)=O)C=C1 LYWVNPSVLAFTFX-UHFFFAOYSA-N 0.000 description 1
- BVKZGUZCCUSVTD-UHFFFAOYSA-L Carbonate Chemical compound [O-]C([O-])=O BVKZGUZCCUSVTD-UHFFFAOYSA-L 0.000 description 1
- IAYPIBMASNFSPL-UHFFFAOYSA-N Ethylene oxide Chemical compound C1CO1 IAYPIBMASNFSPL-UHFFFAOYSA-N 0.000 description 1
- PIICEJLVQHRZGT-UHFFFAOYSA-N Ethylenediamine Chemical compound NCCN PIICEJLVQHRZGT-UHFFFAOYSA-N 0.000 description 1
- 241000628997 Flos Species 0.000 description 1
- 239000005057 Hexamethylene diisocyanate Substances 0.000 description 1
- UFHFLCQGNIYNRP-UHFFFAOYSA-N Hydrogen Chemical compound [H][H] UFHFLCQGNIYNRP-UHFFFAOYSA-N 0.000 description 1
- 239000005058 Isophorone diisocyanate Substances 0.000 description 1
- VVQNEPGJFQJSBK-UHFFFAOYSA-N Methyl methacrylate Chemical compound COC(=O)C(C)=C VVQNEPGJFQJSBK-UHFFFAOYSA-N 0.000 description 1
- 229920000538 Poly[(phenyl isocyanate)-co-formaldehyde] Polymers 0.000 description 1
- GOOHAUXETOMSMM-UHFFFAOYSA-N Propylene oxide Chemical compound CC1CO1 GOOHAUXETOMSMM-UHFFFAOYSA-N 0.000 description 1
- WYURNTSHIVDZCO-UHFFFAOYSA-N Tetrahydrofuran Chemical compound C1CCOC1 WYURNTSHIVDZCO-UHFFFAOYSA-N 0.000 description 1
- GSEJCLTVZPLZKY-UHFFFAOYSA-N Triethanolamine Chemical compound OCCN(CCO)CCO GSEJCLTVZPLZKY-UHFFFAOYSA-N 0.000 description 1
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 150000007513 acids Chemical class 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 238000012644 addition polymerization Methods 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 125000002947 alkylene group Chemical group 0.000 description 1
- 150000001412 amines Chemical class 0.000 description 1
- 229920001400 block copolymer Polymers 0.000 description 1
- CDQSJQSWAWPGKG-UHFFFAOYSA-N butane-1,1-diol Chemical compound CCCC(O)O CDQSJQSWAWPGKG-UHFFFAOYSA-N 0.000 description 1
- 239000006229 carbon black Substances 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 239000004359 castor oil Substances 0.000 description 1
- 235000019438 castor oil Nutrition 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000009749 continuous casting Methods 0.000 description 1
- 235000014113 dietary fatty acids Nutrition 0.000 description 1
- 125000005442 diisocyanate group Chemical group 0.000 description 1
- SZXQTJUDPRGNJN-UHFFFAOYSA-N dipropylene glycol Chemical compound OCCCOCCCO SZXQTJUDPRGNJN-UHFFFAOYSA-N 0.000 description 1
- KPUWHANPEXNPJT-UHFFFAOYSA-N disiloxane Chemical class [SiH3]O[SiH3] KPUWHANPEXNPJT-UHFFFAOYSA-N 0.000 description 1
- 239000005038 ethylene vinyl acetate Substances 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000194 fatty acid Substances 0.000 description 1
- 229930195729 fatty acid Natural products 0.000 description 1
- 150000004665 fatty acids Chemical class 0.000 description 1
- 239000011381 foam concrete Substances 0.000 description 1
- 239000004872 foam stabilizing agent Substances 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- ZEMPKEQAKRGZGQ-XOQCFJPHSA-N glycerol triricinoleate Natural products CCCCCC[C@@H](O)CC=CCCCCCCCC(=O)OC[C@@H](COC(=O)CCCCCCCC=CC[C@@H](O)CCCCCC)OC(=O)CCCCCCCC=CC[C@H](O)CCCCCC ZEMPKEQAKRGZGQ-XOQCFJPHSA-N 0.000 description 1
- RRAMGCGOFNQTLD-UHFFFAOYSA-N hexamethylene diisocyanate Chemical compound O=C=NCCCCCCN=C=O RRAMGCGOFNQTLD-UHFFFAOYSA-N 0.000 description 1
- ACCCMOQWYVYDOT-UHFFFAOYSA-N hexane-1,1-diol Chemical compound CCCCCC(O)O ACCCMOQWYVYDOT-UHFFFAOYSA-N 0.000 description 1
- 239000001257 hydrogen Substances 0.000 description 1
- 229910052739 hydrogen Inorganic materials 0.000 description 1
- WGCNASOHLSPBMP-UHFFFAOYSA-N hydroxyacetaldehyde Natural products OCC=O WGCNASOHLSPBMP-UHFFFAOYSA-N 0.000 description 1
- NIMLQBUJDJZYEJ-UHFFFAOYSA-N isophorone diisocyanate Chemical compound CC1(C)CC(N=C=O)CC(C)(CN=C=O)C1 NIMLQBUJDJZYEJ-UHFFFAOYSA-N 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- GIWKOZXJDKMGQC-UHFFFAOYSA-L lead(2+);naphthalene-2-carboxylate Chemical compound [Pb+2].C1=CC=CC2=CC(C(=O)[O-])=CC=C21.C1=CC=CC2=CC(C(=O)[O-])=CC=C21 GIWKOZXJDKMGQC-UHFFFAOYSA-L 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- VXPJBVRYAHYMNY-UHFFFAOYSA-N n-methyl-2-[2-(methylamino)ethoxy]ethanamine Chemical compound CNCCOCCNC VXPJBVRYAHYMNY-UHFFFAOYSA-N 0.000 description 1
- 125000005473 octanoic acid group Chemical group 0.000 description 1
- 150000002902 organometallic compounds Chemical class 0.000 description 1
- 239000012188 paraffin wax Substances 0.000 description 1
- WXZMFSXDPGVJKK-UHFFFAOYSA-N pentaerythritol Chemical compound OCC(CO)(CO)CO WXZMFSXDPGVJKK-UHFFFAOYSA-N 0.000 description 1
- XNGIFLGASWRNHJ-UHFFFAOYSA-L phthalate(2-) Chemical compound [O-]C(=O)C1=CC=CC=C1C([O-])=O XNGIFLGASWRNHJ-UHFFFAOYSA-L 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 229920001200 poly(ethylene-vinyl acetate) Polymers 0.000 description 1
- 229920000582 polyisocyanurate Polymers 0.000 description 1
- 239000011495 polyisocyanurate Substances 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- GGHDAUPFEBTORZ-UHFFFAOYSA-N propane-1,1-diamine Chemical compound CCC(N)N GGHDAUPFEBTORZ-UHFFFAOYSA-N 0.000 description 1
- QQONPFPTGQHPMA-UHFFFAOYSA-N propylene Natural products CC=C QQONPFPTGQHPMA-UHFFFAOYSA-N 0.000 description 1
- 125000004805 propylene group Chemical group [H]C([H])([H])C([H])([*:1])C([H])([H])[*:2] 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 150000003512 tertiary amines Chemical class 0.000 description 1
- 239000004408 titanium dioxide Substances 0.000 description 1
- DVKJHBMWWAPEIU-UHFFFAOYSA-N toluene 2,4-diisocyanate Chemical compound CC1=CC=C(N=C=O)C=C1N=C=O DVKJHBMWWAPEIU-UHFFFAOYSA-N 0.000 description 1
- PAPBSGBWRJIAAV-UHFFFAOYSA-N ε-Caprolactone Chemical compound O=C1CCCCCO1 PAPBSGBWRJIAAV-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
本発明は弾性体装、さらに詳しくは低発泡弾性体ま次は
該低発泡弾性体と非発泡弾性体との積層複合体による体
育施設等の舗装に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an elastic body, and more particularly to a low-foamed elastic body for paving sports facilities, etc., using a laminated composite of the low-foamed elastic body and a non-foamed elastic body.
往
テニスコート%tm技場等の運動施設の弾性舗装には、
従来ポリウレタン系、ゴムアスファルト系、5BR(ス
チレン・ブタジェン・ラバー)糸などの材料が用いられ
て来之が、ポリウレタン系の優位性が綾められ、7〜1
0mmのような肉厚の舗装が行われている。これらのポ
リウレタン弾性舗装
装の問題点は高価であることであり、材料費の上昇を防
ぐために廃ゴムの粉砕粒子、廃ポリウレタンエラストマ
ーのチップ、エチレン酢ビ共重合体粉末などをポリウレ
タン原料に混合し価格低下を計る方法が行われている。For elastic pavement of sports facilities such as former tennis courts%tm gymnasiums,
Conventionally, materials such as polyurethane-based, rubber asphalt-based, and 5BR (styrene-butadiene-rubber) yarns have been used, but the superiority of polyurethane-based materials has been recognized, and 7-1
Paving with a wall thickness of 0 mm is being carried out. The problem with these polyurethane elastic pavement materials is that they are expensive, and to prevent increases in material costs, crushed particles of waste rubber, chips of waste polyurethane elastomer, ethylene vinyl acetate copolymer powder, etc. are mixed with the polyurethane raw material. Measures are being taken to reduce prices.
このような方法では充填量を増すと作業性が低下し、ま
た積層体の物性を大巾に低下せしめるのが欠点であった
。Such a method has the disadvantage that increasing the filling amount reduces workability and also greatly reduces the physical properties of the laminate.
また価格低下の別法としてポリウレタンを発泡させる方
法がある6本法ではポリウレタン弾性体の原料となるポ
リオールに発泡剤として水及び/又はフロン−11を県
加した後、壱機ポリイソシア洋−ト類と混合し、液状混
合物が発泡を開始する前に吹付、流展等の方法により基
盤上−て塗布する。塗布した混合物は基盤面の凹所に多
く次まり、水との反応により生成する炭酸ガスあるいは
反応熱により気化したフロン−11により発泡する際、
この部分がより大きく膨張し表面に大きな凹凸を生ずる
ことが問題であった。また水分の管理が難かしく、さら
に温度により発泡倍率が著るしく変化するため施工厚さ
の調節が非常に困難なことが欠点であった。Another method to reduce the price is to foam polyurethane. In this method, after adding water and/or Freon-11 as a foaming agent to the polyol that is the raw material for the polyurethane elastomer, Ichiki polyisocyanate is added. The liquid mixture is mixed with the liquid mixture and applied to the substrate by spraying, spreading, or the like before the liquid mixture starts foaming. The applied mixture is concentrated in the depressions on the base surface, and when foaming occurs due to carbon dioxide gas generated by reaction with water or Freon-11 vaporized by the heat of reaction,
The problem was that this portion expanded to a greater extent, creating large irregularities on the surface. Another disadvantage is that it is difficult to control moisture, and furthermore, the expansion ratio changes markedly depending on the temperature, making it extremely difficult to adjust the application thickness.
本発明者らは以上の欠点を除去するため檀々検討した結
果1通常土木建材向に使用される有機ポリイソシアネー
トと硬化剤からなる系に機械的に不活性ガスを均一に混
入せしめ、流展、ならし等の作業に対し安定なフロス(
泡体)を作ることに成功し、これを基盤上圧施工した後
、常温で放置すれば硬化して所望の弾性体となることを
見出し、本発明に到達した。The present inventors conducted extensive studies to eliminate the above-mentioned drawbacks. 1. We mechanically mixed an inert gas uniformly into a system consisting of an organic polyisocyanate and a curing agent, which are normally used for civil engineering and construction materials, and developed , stable floss for work such as breaking in (
They succeeded in making a foam (foam), and found that after applying pressure onto a base, if left at room temperature, it would harden to become a desired elastic body, leading to the present invention.
すなわち本発明は次の通りである。That is, the present invention is as follows.
1、有機ポリイソシアネート、ボ・リオール、架橋剤及
び他の助剤を混合時、整泡剤のq布下に一該混合物に機
械的に不活性ガスを均一に混入せしめたのち、載盤上に
流展し硬化して得た発泡弾性体舗装において、発泡弾性
体の発泡倍率を1.05〜1.50 とすることを%徴
とする発泡弾性体舗装。1. When mixing organic polyisocyanate, polyol, crosslinking agent and other auxiliary agents, mechanically mix inert gas uniformly into the mixture under the foam stabilizer cloth, and then place on a mounting plate. A foamed elastic pavement obtained by spreading and curing, wherein the foamed elastic material has an expansion ratio of 1.05 to 1.50.
2、有機ポリイソ/アネート、ポリオール、架橋剤及び
他の助剤を混合時、整泡剤の存在下に該混合物に機械的
に不活性ガスを均一に混入分散せしめ次のち、基盤上に
流展し硬化して得た発泡倍率1.05〜1.50を有す
る発泡弾性体の表面に、非発泡弾性体を積層複合せしめ
たことを特徴とする発泡弾性体複合舗装。2. When mixing the organic polyiso/anate, polyol, crosslinking agent, and other auxiliary agents, in the presence of a foam stabilizer, mechanically mix and disperse an inert gas into the mixture, and then spread it on the substrate. 1. A foamed elastic composite pavement characterized in that a non-foamed elastic material is laminated and composited on the surface of a foamed elastic material obtained by curing and having an expansion ratio of 1.05 to 1.50.
本発明において保育園の遊ぎ場のごとくとくに柔軟な表
面を必要とする体育施設には発泡弾性体をそのまま表層
とし、競技場、テニスコートの如き強度を必要とする体
育施設にはこの発泡弾性体鳩の上に非発泡弾性体層を積
層複合せしめることが好ましい。In the present invention, the foamed elastic material is used as the surface layer for physical education facilities that require a particularly flexible surface, such as playgrounds in nursery schools, and this foamed elastic material is used for physical education facilities that require strength, such as stadiums and tennis courts. Preferably, a layer of non-foamed elastic material is laminated on top of the dove.
本発明に用いる有機ボリイノンア坏−トは、例えば、2
・4−トリレンシイノンアネート、2・6−トリレンシ
イノンアネート、この両化合物の80 : 20または
65:35重量比の混合物、租トリレンジイソシアネー
ト、メタフェニレンシイシアネート、ポリメチレンポリ
フェニルイソシアネート(粗ジフェニルメタンジイソシ
アネート)。The organic bolyinone assembly used in the present invention is, for example, 2
・4-tolylene diisocyanate, 2,6-tolylene dinonanate, a mixture of both compounds in a weight ratio of 80:20 or 65:35, free tolylene diisocyanate, metaphenylene diisocyanate, polymethylene polyphenylisocyanate (crude diphenylmethane diisocyanate).
ヘキサメチレンジイソシアネート、4.4’−ジシクロ
ヘキシルメタンジイソシアネート、イソホロンジイソシ
アネート等であり、これらを単独または混合して用いる
ー
これらの有機ポリイソシアネートはポリオール及び架橋
材とプレポリマー法又はワンシラノド法により反応する
。プレポリマー法の場合には、使用するポリイソシアネ
ートの全量とポリオールの一部とを例えば、30〜12
0℃で反応しプレポリマーとする。その際、ポリイソシ
アネート中のNCO基とポリオール中のOH基との当量
比(NGOloH)は2〜20が適当で、プレポリマー
中に含まれる遊離NGO基は1715重量X重量下Xは
重量%を示す)となる。These organic polyisocyanates are hexamethylene diisocyanate, 4,4'-dicyclohexylmethane diisocyanate, isophorone diisocyanate, etc., and these organic polyisocyanates are used alone or in combination. These organic polyisocyanates are reacted with a polyol and a crosslinking material by a prepolymer method or a one-silanod method. In the case of the prepolymer method, the total amount of polyisocyanate used and a part of the polyol are, for example, 30 to 12
React at 0°C to form a prepolymer. In this case, the equivalent ratio (NGOloH) between the NCO group in the polyisocyanate and the OH group in the polyol is suitably 2 to 20, and the free NGO group contained in the prepolymer is 1715% by weight. ).
本発明に用いるポリオールは水、エチレングリコール、
プロビレ/グリコール、グリセリン、トリメチロールプ
ロパン、ペンタエリスリトール等の多価アルコールにエ
チレンオキサイド、プロピレンオキサイド、ブチレンオ
キサイド等のアルキレンオキサイドの1種又Fi2橿以
上を付加重合して得たポリエーテルポリオールである1
、以上のほか、ポリカルボン酸と低分子鎗ポリオールと
を反応させて得たポリエステルポリオール及びカプロラ
クトンを重合させた得たポリエステ烈
ルボリオール、ヒマシ油等のOH基含有^給脂肪酸ニス
アルも使用できる。さらに前記の公知のポリエーテルポ
リオールないしポリエステルポリオールにアクリルニト
リル、スナレン、メチルメタアクリレート等のエチレン
性不飽和化合物tグラフト重合させて得たポリマーポリ
オール及ヒ1.2−もしくは1.4−<リプタジエンポ
リオールまたはこれらの水素添加物も使用できる。これ
らのポリオールの平均分子ilVよ、通常2oO〜1o
ooo1特に300〜7000が好ましい
架橋材としてはエチレンジアミン、ヘキサメチレンジア
ミン、p−フェニレンジアミン、3.3’ン類、エチレ
ンクリコール、ジエチレングリコール、プロビレングリ
コール、ジプロピレングリコール、ブタンジオール、ヘ
キサンジオール、グリセリン、トリメチロールプロパン
等の多価アルコール類及びジェタノールアミン、トリエ
タノールアミン等のアルカノールアミン類などを使用す
る1、有機ポリイソシアネート、ポリオール及び架橋剤
の使用量は有機ポリインシアネート中のNCO基と、ポ
リオール及び架橋剤中の活性水素の総量(H)との当量
比(NGO/H)が0.95−L 2.0となるように
調節する。当量比がこの範囲より低くなると弾性体の強
度が著るしく低下して使用に耐え難くなり、またこの範
囲より高くなると弾性体は硬化し弾性が著しく失われる
。The polyol used in the present invention is water, ethylene glycol,
A polyether polyol obtained by addition polymerization of one or more alkylene oxides such as ethylene oxide, propylene oxide, butylene oxide, or Fi2 or more to polyhydric alcohols such as propylene/glycol, glycerin, trimethylolpropane, and pentaerythritol.
In addition to the above, polyester polyols obtained by reacting polycarboxylic acids with low-molecular-weight polyols, polyester polyols obtained by polymerizing caprolactone, and OH group-containing fatty acids such as castor oil can also be used. Further, polymer polyols obtained by graft polymerizing ethylenically unsaturated compounds such as acrylonitrile, snalene, methyl methacrylate, etc. to the above-mentioned known polyether polyols or polyester polyols and 1.2- or 1.4-<liptadiene. Polyols or hydrogenated versions thereof can also be used. The average molecular weight of these polyols is usually 2oO to 1o
ooo1 Particularly preferable crosslinking materials are 300 to 7000, such as ethylene diamine, hexamethylene diamine, p-phenylene diamine, 3.3' compounds, ethylene glycol, diethylene glycol, propylene glycol, dipropylene glycol, butanediol, hexanediol, and glycerin. , polyhydric alcohols such as trimethylolpropane and alkanolamines such as jetanolamine and triethanolamine are used. 1. The amount of organic polyisocyanate, polyol and crosslinking agent used is based on the NCO group in the organic polyincyanate, The equivalent ratio (NGO/H) to the total amount (H) of active hydrogen in the polyol and crosslinking agent is adjusted to 0.95-L 2.0. If the equivalence ratio is lower than this range, the strength of the elastic body will drop significantly and it will be difficult to withstand use, and if it is higher than this range, the elastic body will harden and lose its elasticity significantly.
本発明に適し次整泡剤は例えば特開昭51−75683
号に記載されている有機ケイ素界面活性剤であって、
平均分子量約50・0〜10,000のシロキサンブロ
ック20〜50X、平均分子量約300〜10,000
のポリオキシアルキレンブロック80〜50%で構成さ
れる平均分子量約30.OOQ〜250,000 M状
ンロキサンーポリオキシアルキΔ
レンブロック共重合体である。その使用111#i使用
原料の総量に対し帆1〜20%が好ましい。Foam stabilizers suitable for the present invention include, for example, JP-A No. 51-75683;
The organosilicon surfactant described in No.
Siloxane block 20-50X with average molecular weight of about 50.0-10,000, average molecular weight of about 300-10,000
The average molecular weight is approximately 30. OOQ~250,000 M-type polyoxyalkylene block copolymer. The amount of 111 #i used is preferably 1 to 20% based on the total amount of raw materials used.
触媒としては、例えばN−メチルモルホリン、トリエチ
ルアミン、トリエチルンンアミン、N、N。Examples of the catalyst include N-methylmorpholine, triethylamine, triethylamine, N,N.
N/、 N/−テトラメチル、プロパンジアミン、ビス
(2−ツメチルアミノエチル)エーテル等の第3級アミ
ン類及びオクタン酸鉛、ナフテン酸鉛、オクタン酸部、
ジプチル錫ジラウレート等の有機金属化合物を単独又は
混合して使用する。その使用量は使用原料の総量に対し
0.001〜5%が好ましく、後述の不活性ガスの混入
と施工時間を考慮して、パンチ混合の場合V1町使時間
が60分以上になるように調節する。一方原料の混合、
不活性ガスの混入および吐出をほぼ同時に行なう連続的
機械混合の場合には、触媒量を調節し可使時間が15分
程度の速硬化型にすることもできる。Tertiary amines such as N/, N/-tetramethyl, propanediamine, bis(2-methylaminoethyl) ether, lead octoate, lead naphthenate, octanoic acid moiety,
Organometallic compounds such as diptyltin dilaurate are used alone or in combination. The amount used is preferably 0.001 to 5% of the total amount of raw materials used, and considering the inert gas mixture and construction time described below, in the case of punch mixing, the V1 town time is 60 minutes or more. Adjust. Meanwhile, mixing of raw materials,
In the case of continuous mechanical mixing in which the inert gas is mixed in and discharged almost simultaneously, it is possible to adjust the amount of catalyst to create a rapid curing type with a pot life of about 15 minutes.
本発明に用いる他の助剤は充填剤b ”T塑剤、安定剤
、着色剤などである。充填剤としては、例えばカーボン
ブラック、炭酸カル/ラム、二酸化チタン、メルク等で
あり、可塑剤としては、ガえばフタル酸ジオクチル(D
OP)、フタル酸ジプチル(DBP)、アジピン酸ジオ
クチル(DOA)、す/酸トリクレジル(TCP)、塩
化パラフィン等である。充填剤及び可塑剤はその合計量
が使用原料の総量に灼し15〜70%となるように使用
する。Other auxiliary agents used in the present invention are fillers, plasticizers, stabilizers, colorants, etc. Fillers include, for example, carbon black, cal/rum carbonate, titanium dioxide, Merck, etc., and plasticizers. For example, dioctyl phthalate (D
OP), diptyl phthalate (DBP), dioctyl adipate (DOA), tricresyl chloride acid (TCP), paraffin chloride, etc. The filler and plasticizer are used in such a manner that their total amount is 15 to 70% of the total amount of raw materials used.
解記した原料をプレポリマー法で使用する場合にけプレ
ポリマーの製造に使用したポリオールの残部、整泡剤、
架橋材及び他の助剤をロールで1綽し硬化剤とする。ま
たワンシ璽ット法でg2柑する場合にはポリオールの全
量、整泡剤、架橋剤及び他の助剤をロー、ルで混練し硬
化剤とする本発明に使用する不活性ガスは空気、窒素な
どアあるが空気が好ましい、その使用蓋は発泡倍率が1
.05〜1.5倍となる量が適当である。1発泡倍率が
この範囲より低いと衝撃吸収能力が不足し、また倍率が
この範囲より高くなると荷重負担畦ヵが低下するため急
速走性の際、足元の凹みが大巻〈なり、#jl技施設V
CFi不適当となる。When using the described raw materials in the prepolymer method, the remainder of the polyol used in the production of the prepolymer, a foam stabilizer,
The crosslinking material and other auxiliary agents are rolled together to form a hardening agent. In addition, in the case of g2 kneading by the one-piece method, the entire amount of polyol, a foam stabilizer, a crosslinking agent, and other auxiliary agents are kneaded in a rotor to form a curing agent.The inert gas used in the present invention is air, Nitrogen is available, but air is preferable, and the lid used has a foaming ratio of 1.
.. An appropriate amount is 0.05 to 1.5 times as much. 1 If the foam magnification is lower than this range, the shock absorption capacity will be insufficient, and if the magnification is higher than this range, the load-bearing ridge will be reduced, so during rapid running, the dent under the foot will become a large roll, and #jl technique Facility V
CFi becomes inappropriate.
本発明を適用するに当り、バッチ混合の場合にli通常
の混合elにより有機ボリイノンア不−F及び7/又は
プレポリマーと硬化剤を十分に混合したのち、H關紅【
ミキサーなどにて前記不活性ガスの気Xt均一に混入せ
しめ、コノクリート、モルタル、アスファルトコンクリ
−1などの基盤の上にfi*L、コテ、り/目ゴテなど
で平滑に仕上げる。In applying the present invention, in the case of batch mixing, the organic bolyinone-F and/or prepolymer and the curing agent are thoroughly mixed using a conventional mixing method, and then the curing agent is
The inert gas Xt is uniformly mixed in using a mixer or the like, and a smooth finish is applied to a base such as conocrete, mortar, asphalt concrete, etc. using a fi*L, trowel, glue/mesh trowel, etc.
機械混合の場合VC#′i、0・ke・ミキ櫻−等を用
いて二猷の混合及び気泡の均一な混入を同時に行なうこ
ともできる
発1’[Sl’4性体の表向1で積層する非発泡弾性体
としてけボリウレタ/糸、ゴムアスファルト系、クロロ
ブレ/糸、アクリル系、SBR系などの弾性体を1!2
川する。In the case of mechanical mixing, VC #'i, 0, ke, Miki Sakura, etc. can be used to simultaneously mix two types and uniformly incorporate air bubbles. As the non-foamed elastic material to be laminated, use 1 or 2 of elastic materials such as urethane/thread, rubber asphalt, chlorobrane/thread, acrylic, SBR, etc.
River.
本発明の発帛郷性体は宛へ倍率1.05〜15倍の低発
泡フオームであり、気泡は大部分が&立気泡であるが、
機械的に気I′tgLf混入している念め、通常の低発
泡フオームのようにフオームが収縮したり、反発弾性が
不良になったり、圧縮永久歪が大きくなるといったよう
な欠点がない。発泡塩化ビニルシートなどと比較すると
、反発弾性、弾性回復などがすぐれている。またポリウ
レタンなどの非発泡弾性体のみによる舗装と比較すると
衝撃吸収性能が大巾に向上する。さらに施工性など作業
性の面においても非発泡弾性体とほぼ同様な方法で容易
に施工できることも本発明の大きな特徴である。The foamable material of the present invention is a low foam foam with a magnification of 1.05 to 15 times, and most of the bubbles are bubbles.
Since it is mechanically mixed with air I'tgLf, it does not have the disadvantages of ordinary low-expansion foams such as shrinkage, poor impact resilience, and large compression set. Compared to foamed vinyl chloride sheets, etc., it has superior rebound resilience and elastic recovery. Additionally, compared to pavement made only of non-foamed elastic materials such as polyurethane, impact absorption performance is greatly improved. Furthermore, in terms of workability such as workability, it is also a major feature of the present invention that it can be easily constructed in substantially the same manner as non-foamed elastic bodies.
本発明において基盤と発泡弾性体、又は発泡弾性体と表
面の積層材との接着性を向上するため、必要により公知
のプライマー又は接着剤を使用する。In the present invention, in order to improve the adhesion between the base and the foamed elastic body, or between the foamed elastic body and the surface laminate, a known primer or adhesive is used as necessary.
次に実施例をあげて本発明を具体的に説明するが、本発
明はこれらにより何ら限定されるものではない。EXAMPLES Next, the present invention will be specifically explained with reference to Examples, but the present invention is not limited by these in any way.
実施例1
第1表のAに示し次配合物をロールで混練し硬化剤Aと
した。硬化剤A、100部をP−306(三井日曹ウレ
タン社製ウレタンプレポリ々−1NGO含有率2.9%
)100部と混合した後、Hob訂1 ミキサーによ
り連続的に空気を混入し発泡倍率1.45倍の泡体を得
た。これをアスファルトコンクリート上に流し、コテ及
びレーキを使用し厚さ5mmに平滑にならした、ならし
作業中、泡のつぶれはなく、非発泡の場合と何ら変らな
い作業性を示した。Example 1 A curing agent A was obtained by kneading the following compound shown in A in Table 1 using a roll. Curing agent A, 100 parts P-306 (Mitsui Nisso Urethane Co., Ltd. urethane prepoly-1 NGO content 2.9%
) After mixing with 100 parts of the mixture, air was continuously mixed in using a Hob 1 mixer to obtain a foam with an expansion ratio of 1.45 times. This was poured onto asphalt concrete and smoothed to a thickness of 5 mm using a trowel and rake. During the leveling work, no bubbles collapsed, and the workability was no different from that of non-foamed concrete.
この泡体の6部使時間は70分で、1昼夜放置すれば硬
化して発泡弾性体となった。The use time for 6 parts of this foam was 70 minutes, and when it was left for one day and night, it hardened and became a foamed elastic body.
この上に非発泡のポリウレタン原料混合液を厚さ2 m
m K流し、−昼夜放置し硬化させた。得られた舗装は
走行感及びボールの反発性が極めてよく、テニスコート
として優れた特性を備えていた7、実施例2
AX−991(三井日曹ウレタン社製ウレタンパーシャ
ルプレポリマー、NCO含有量15%)100部及び第
1表のBに示した配合物をロール混練して得た硬化剤6
00部を通常のローターミキサータイプのウレタンエラ
スト7一連続注型機(東邦機械社製、A240型)を使
用し、ミキシングチャンバー少量の空気を送入しつつ連
続的に△
混合し、発泡倍率l。3倍の泡状原液を得友。この原液
は微細な気泡が均一に分散しており、これを直ちにアス
ファルトコンクリート上に流展し、厚さlOrpmにな
らした彼、−昼夜放置し硬化させた。この泡状原液の可
使時間Fi15分であった。On top of this, apply a non-foamed polyurethane raw material mixture to a thickness of 2 m.
It was washed with mK and left to harden day and night. The resulting pavement had extremely good running feel and ball resilience, and had excellent characteristics as a tennis court. %) and a curing agent 6 obtained by roll kneading 100 parts of the formulation shown in B in Table 1.
00 parts were mixed continuously using a regular rotor mixer type Urethane Elasto 7 continuous casting machine (manufactured by Toho Kikai Co., Ltd., Model A240) while feeding a small amount of air into the mixing chamber, and the foaming ratio was increased to l. . You can get 3 times the amount of foamy stock solution. This stock solution had fine air bubbles uniformly dispersed therein, and was immediately poured onto asphalt concrete to a thickness of 1 rpm and left to harden day and night. The pot life Fi of this foamy stock solution was 15 minutes.
硬化した発泡弾性体の上に非発泡のポリウレタン原料混
合液を厚さ2mmに流し、−昼夜放置し硬化させた。得
られた舗装の上をスパイクで繰返ししつ走した結果、ゴ
ムの粉砕粒子を混入した舗装に比べ耐スパイク性が大巾
に優れてい友。A non-foamed polyurethane raw material mixture was poured onto the cured foamed elastic body to a thickness of 2 mm, and left to harden day and night. As a result of repeatedly running spikes on the resulting pavement, we found that it had significantly better spike resistance than pavement that had been mixed with crushed rubber particles.
実施例3
第1表のCI/c示した配合物をロールで混練して得次
硬化剤C1100部とMD I −CR(三井日1ウレ
タン社製粗製ジフェニルメタンジイソシアネート、NC
O含有量3Q、6 X ) 12.2部とを0akes
ミキサーにより混合し発泡倍率1.05倍の泡状原液
を得た、これをアスファルトコンクリート上に流し、厚
さ10mmにならUた稜−昼夜放Δ
置し硬化させた。得られた発泡弾性体は軟かい感触を有
し、保育園の遊ぎ場舗装として安全性が高いことが判明
し友、。Example 3 The formulation shown in CI/c in Table 1 was kneaded with a roll and then mixed with 1100 parts of curing agent C and MD I-CR (crude diphenylmethane diisocyanate manufactured by Mitsui Nippon Urethane Co., Ltd., NC).
O content 3Q, 6X) 12.2 parts and 0akes
Mixing was performed using a mixer to obtain a foamy stock solution with a foaming ratio of 1.05 times. This was poured onto asphalt concrete to a thickness of 10 mm and left to harden day and night. The resulting foamed elastic material has a soft feel and has been found to be highly safe as paving for nursery school playgrounds.
第1表 硬化剤の配合
(注1)3.3’−ジクロル−4,4′−ジアミノジフ
ェニルメタン
(注2) 三井日曹ウレタン社製液状アミン系架橋剤
(注3) 三井日1ウレタン社製ポリプロピレングリコ
ール(OH価37.5)
(注4) 分子量2000のポリプロピレングリコール
に、スチレンとアクリロニトリ
ルノ混合物を2ONグラフト付加した
もの(OH価4,5)
(注5) ジオクチルフタレート
(注6) 有機ケイ素界面活性剤(日本ユニカー社製整
泡剤)
(注7) オクタン酸鉛溶液(触媒)
特許出願人
三井日曹ウレタン株式会社Table 1: Combination of curing agents (Note 1) 3,3'-dichloro-4,4'-diaminodiphenylmethane (Note 2) Liquid amine crosslinking agent manufactured by Mitsui Nisso Urethane Co., Ltd. (Note 3) Manufactured by Mitsui Nisso Urethane Co., Ltd. Polypropylene glycol (OH value 37.5) (Note 4) 2ON graft addition of styrene and acrylonitrile mixture to polypropylene glycol with a molecular weight of 2000 (OH value 4.5) (Note 5) Dioctyl phthalate (Note 6) Organosilicon Surfactant (foam stabilizer manufactured by Nippon Unicar) (Note 7) Lead octoate solution (catalyst) Patent applicant Mitsui Nisso Urethane Co., Ltd.
Claims (1)
他の助剤を混合時、整泡剤の存在下に該混合物に機械的
に不活性ガスを均一に混入分散せしめ九〇ち、基盤上に
流展し硬化して得た発泡弾性体舗装において、発泡弾性
体の発泡倍率を1.05〜1.50とすることを特徴と
する発泡弾性体舗装。 2、有機ポリイソシアネート、ポリオール、架橋剤及び
他の助剤を混合時、整泡剤の存在下に該混合物に機械的
に不活性ガスを均一に混入分散せしめ虎のち、基盤上に
流展し硬化して得た発泡倍率1.05〜1.50を有す
る発泡弾性体の表面に、非発泡弾性体を積層複合せしめ
たことを特徴とする発泡弾性体複合舗装。[Claims] 1. When organic polyincyanate, polyol, crosslinking agent and other auxiliary agents are mixed, an inert gas is mechanically mixed and dispersed into the mixture in the presence of a foam stabilizer. A foamed elastic pavement obtained by spreading and curing on a base, characterized in that the foamed elastic material has an expansion ratio of 1.05 to 1.50. 2. When mixing organic polyisocyanate, polyol, crosslinking agent and other auxiliary agents, in the presence of a foam stabilizer, mechanically mix and disperse an inert gas into the mixture, and then spread it on the substrate. A foamed elastic composite pavement characterized in that a non-foamed elastic material is laminated and composited on the surface of a cured foamed elastic material having an expansion ratio of 1.05 to 1.50.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7339282A JPS58191802A (en) | 1982-05-04 | 1982-05-04 | Elastic pavement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7339282A JPS58191802A (en) | 1982-05-04 | 1982-05-04 | Elastic pavement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS58191802A true JPS58191802A (en) | 1983-11-09 |
Family
ID=13516873
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7339282A Pending JPS58191802A (en) | 1982-05-04 | 1982-05-04 | Elastic pavement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58191802A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01121077A (en) * | 1987-11-04 | 1989-05-12 | Sintokogio Ltd | Method for manufacturing elastic molded body for construction |
| JPH03122304A (en) * | 1989-05-22 | 1991-05-24 | Diatex Co Ltd | artificial turf structure |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5624722A (en) * | 1979-08-01 | 1981-03-09 | Tokyo Shibaura Electric Co | Vacuum breaker |
| JPS5766953A (en) * | 1980-10-15 | 1982-04-23 | Mitsui Nisso Urethane | Foundation material and laminate using said material |
-
1982
- 1982-05-04 JP JP7339282A patent/JPS58191802A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5624722A (en) * | 1979-08-01 | 1981-03-09 | Tokyo Shibaura Electric Co | Vacuum breaker |
| JPS5766953A (en) * | 1980-10-15 | 1982-04-23 | Mitsui Nisso Urethane | Foundation material and laminate using said material |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01121077A (en) * | 1987-11-04 | 1989-05-12 | Sintokogio Ltd | Method for manufacturing elastic molded body for construction |
| JPH03122304A (en) * | 1989-05-22 | 1991-05-24 | Diatex Co Ltd | artificial turf structure |
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