JPS603303A - Construction of coating material for repairing pavement - Google Patents
Construction of coating material for repairing pavementInfo
- Publication number
- JPS603303A JPS603303A JP9150183A JP9150183A JPS603303A JP S603303 A JPS603303 A JP S603303A JP 9150183 A JP9150183 A JP 9150183A JP 9150183 A JP9150183 A JP 9150183A JP S603303 A JPS603303 A JP S603303A
- Authority
- JP
- Japan
- Prior art keywords
- epoxy
- cement
- parts
- weight
- coating 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.)
- Granted
Links
- 239000000463 material Substances 0.000 title claims description 11
- 238000010276 construction Methods 0.000 title claims description 7
- 239000011248 coating agent Substances 0.000 title description 8
- 238000000576 coating method Methods 0.000 title description 8
- 239000004593 Epoxy Substances 0.000 claims description 16
- 239000004570 mortar (masonry) Substances 0.000 claims description 13
- 238000000034 method Methods 0.000 claims description 3
- 229920006334 epoxy coating Polymers 0.000 claims 1
- 238000002360 preparation method Methods 0.000 claims 1
- 239000013589 supplement Substances 0.000 claims 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 16
- 239000004568 cement Substances 0.000 description 12
- 239000002585 base Substances 0.000 description 11
- 239000011347 resin Substances 0.000 description 11
- 229920005989 resin Polymers 0.000 description 11
- 239000004576 sand Substances 0.000 description 10
- 239000000203 mixture Substances 0.000 description 8
- 230000003750 conditioning effect Effects 0.000 description 6
- 239000003795 chemical substances by application Substances 0.000 description 5
- 239000003822 epoxy resin Substances 0.000 description 5
- 239000002245 particle Substances 0.000 description 5
- 229920000647 polyepoxide Polymers 0.000 description 5
- 239000011398 Portland cement Substances 0.000 description 4
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 4
- ZBCBWPMODOFKDW-UHFFFAOYSA-N diethanolamine Chemical class OCCNCCO ZBCBWPMODOFKDW-UHFFFAOYSA-N 0.000 description 4
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 238000001035 drying Methods 0.000 description 3
- 238000002156 mixing Methods 0.000 description 3
- 239000003973 paint Substances 0.000 description 3
- 239000000377 silicon dioxide Substances 0.000 description 3
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 2
- IISBACLAFKSPIT-UHFFFAOYSA-N bisphenol A Chemical compound C=1C=C(O)C=CC=1C(C)(C)C1=CC=C(O)C=C1 IISBACLAFKSPIT-UHFFFAOYSA-N 0.000 description 2
- 229910052799 carbon Inorganic materials 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 239000004816 latex Substances 0.000 description 2
- 229920000126 latex Polymers 0.000 description 2
- 238000010422 painting Methods 0.000 description 2
- 239000000049 pigment Substances 0.000 description 2
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- KRHYYFGTRYWZRS-UHFFFAOYSA-M Fluoride anion Chemical compound [F-] KRHYYFGTRYWZRS-UHFFFAOYSA-M 0.000 description 1
- 241001465382 Physalis alkekengi Species 0.000 description 1
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 description 1
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 description 1
- 241000209140 Triticum Species 0.000 description 1
- 235000021307 Triticum Nutrition 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 239000012615 aggregate Substances 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 150000001412 amines Chemical class 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 239000011400 blast furnace cement Substances 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- BVKZGUZCCUSVTD-UHFFFAOYSA-N carbonic acid Chemical compound OC(O)=O BVKZGUZCCUSVTD-UHFFFAOYSA-N 0.000 description 1
- 235000013339 cereals Nutrition 0.000 description 1
- 239000011362 coarse particle Substances 0.000 description 1
- 238000004040 coloring Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 239000003085 diluting agent Substances 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 239000010419 fine particle Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000004850 liquid epoxy resins (LERs) Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 230000011164 ossification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 229910052719 titanium Inorganic materials 0.000 description 1
- 239000010936 titanium Substances 0.000 description 1
- OGIDPMRJRNCKJF-UHFFFAOYSA-N titanium oxide Inorganic materials [Ti]=O OGIDPMRJRNCKJF-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１舶光明り寸□・、系車道路等のＡ今所ケ−１・近辺
に於る心（の補１１募１１ｊ塗材の施工方法に関し、再
に詳＋１（ｆｌ（て１は、％Ｑ １１９１川テ？’１．
（ノＪＩＢ ・’Ｊ’か可能であり、旧ツ・珀ｉ １ｉ
、ｌｎｉイ；≠粍性Ｖｃｌ，’Ｍ；龜、自由（・て涜色
し鍔る道ｊ洛ト１ト廖川７ｒイオの施工方法Ｖ′ｒＣ関
する。[Detailed Description of the Invention] This book 1. Ship light dimensions □・, related motor vehicle roads, etc., in the vicinity of A-1. (fl(te1 is %Q 1191 riverte?'1.
(ノJIB ・'J' is possible, and the old tsu・珀i 1i
, lni ii; ≠ Delicate Vcl, 'M; 驜、freedom (・Regarding the construction method V'rC of the blasphemous road 1 and Liaochuan 7r Io.
高床道路等の有料道路の料金所近辺は、白道市の制動、
発進に伴いｊ洛面力稍１られる１・残金が多く心η跡か
汚い凹凸として残ることか多り有り、特にスパイクタイ
−）・の解反に伴う冬場に於る４ｉ’ｉ閂！ｔ”ｘ多大
なものが有りその補修要望は強いものが有る。Near the toll gates of toll roads such as elevated roads, Hakudo City brakes,
There are many cases where there is a lot of leftover money left as marks or dirty unevenness when starting, especially in winter when the spike tie is released! t"x, and there is a strong demand for repair.
従来ＪＸす、道路＠４＊には速乾性の十メン）・か・同
材と共に使用されている。これらの速乾性のセメントに
１．船間間で車の通行が可能な８度に硬化するか最終硬
１１Ｆ全発露するまでには長期間をトし、強度、１制閑
耗性か弱いうちに再び削られることとなりその改良が強
く望寸れていた。Conventionally, it has been used with the same quick-drying material for JX and Road@4*. These quick-drying cements have 1. It takes a long time to harden to 8 degrees, which allows cars to pass between ships, or to fully expose the final hardness of 11F, and it is scraped again while the strength and wear resistance are weak, so the improvement is strong. It was as expected.
かかる実状をて鑑み本発明者ら１ｄ．装量検討の結果本
発明（Ｃ至ったものであり、本発明の目的とするところ
は、極めて短時間で飾；の補修か可能であり且つ強度、
面］摩耗性に優れ、再に自由に着色（〜得る道路袖修用
塗材の施工方法を提供することにある。In view of such actual situation, the present inventors 1d. The present invention (C) was arrived at as a result of the study of the amount of charge, and the purpose of the present invention is to repair decorations in an extremely short period of time, and to improve strength and strength.
The object of the present invention is to provide a method for applying a coating material for road repair that has excellent abrasion resistance and can be recolored freely.
しかして本発明の要旨とするところ（は、−「地調整７
灯成物、エポキシ系プライマー、エポキシ系下塗塗材、
樹脂モルタル及び要すれ（ｒＪ仕上げ、令装を・１直次
施工する道路袖修方のテアってＳ亥１立Ｊ、ｉｌ旨モル
タル
エポキシ当−ｊｉ１− ｏ ｏ〜３００であるエポキシ
伺ｌ貼１０屯計部に対し硬化剤１〜７重量都顔伺４〜１
５重融都、粒径０５〜１５％の′〜′利２０へ一６０屯
廿部、粒径０． １〜０５％の骨材１０〜４５重ｉ社部
及びセメント１０〜３０重缶部から改る道路補修用塗料
の施工方法（で存する。However, the gist of the present invention (is - "Ground Adjustment 7
lanterns, epoxy primers, epoxy undercoating materials,
Resin mortar and tarnish (RJ finish, finishing, etc.) The tare of the road sleeve repair that is carried out directly is S 1 1 J, il mortar epoxy and epoxy paste that is 300. Hardening agent 1~7 weight per 10 tons 4~1
5 layers melting, particle size 05-15% '~' 20 to 160 tons, particle size 0. A construction method for road repair paint consisting of 1-05% aggregate 10-45 heavy cans and cement 10-30 heavy cans.
下地形成、不′−を調整及びアスファルトのブＩＪート
防止全目的とする下地調整組成物（は、セノン）・、骨
相、及びＳ Ｂ，ＢＲ； ＳＢ Ｒ．ＮＲ．ＮＢＲ等の
ラテックス又はアクリルエマルジョンて成り、１０〜２
０％の１厚みでコテ等で塗工する。A surface conditioning composition (senone) for the general purpose of forming a surface, controlling defects, and preventing asphalt from burning, bone formation, and SB, BR; SB R. N.R. Made of latex such as NBR or acrylic emulsion, 10-2
Apply with a trowel, etc. at a thickness of 0%.
セメントとして：ｒよ、ポルトランドセメント、高炉セ
メント、ノリ力セメント等如何なるセメントも好祉しく
用いることができる。骨材としては、砂が一般的であＦ
）、ＪＩＳＺ８８０１に親元される５％フルイを８５％
以上辿過する粒度の沙、いわゆる５％砂が好１しく、川
砂、ｆｒｊ砂どちらでも用い得る。最大粒径は５％以下
、好捷しぐば４％以丁であれば良いが、粗粒細粒が適宜
混在することが好丑しく、セメント１に対し２〜４の配
合割合である。As a cement: Any cement such as Portland cement, blast furnace cement, and nori cement can be suitably used. Sand is commonly used as aggregate.
), 85% 5% fluoride based on JISZ8801
Sand with a particle size that falls within the above range, so-called 5% sand, is preferred, and either river sand or FRJ sand may be used. The maximum particle size may be 5% or less, and the fine grain size may be 4% or more, but it is preferable that coarse particles and fine particles are appropriately mixed, and the blending ratio is 2 to 4 to 1 of cement.
例えば混入樹脂としてＳＢＲラテックスを用いる場合は
、スチレン含有量（％）等何ら限定されること々く、セ
メント１に対し０１〜０５の配合割合か好用・シく、他
の樹脂成分であっても同量用い得る。塗工後１０時間程
度後次の工程を行える。For example, when using SBR latex as a mixed resin, there are no restrictions such as the styrene content (%), and it is preferable to use a blending ratio of 01 to 05 to 1 part cement, and other resin components. The same amount can also be used. The next step can be carried out about 10 hours after coating.
エポキシ系プライマーは、下地調整組成物とエボギシ系
下ｊｌλ塗料との満足々付着、アルカリ等による下地か
らの影響を押えること、及び吸込みムラの防止を目的と
する。プライマーは、浸透の必甥かあるため固型エポキ
シの溶剤希釈型全使用し、Ｍ剤て十分浸透さぜる。硬化
剤としては変性脂肪族アミンを用いることが好丑（〜い
。希釈溶剤は、通常のエポキシ樹脂塗料用のものの１５
％以下の使用で良い。塗装に際しては、ローラー、）・
ケ、スプレー等により、約２ ０ ０ Ｖｆｎ２の塗布
量が適し、下地調整組成物の乾燥後、即ち下地調整組成
物形成後１０〜４ ８ １１？ｊ間鏝の塗装か好丑しい
○エポキシ系下塗塗イオは、クツクコ−１・とも呼けれ
るもので次丁有でｊ形成する樹脂モルタル（ヅの下面凹
凸に１１．］１ｊじむことにより匍ｊ霞モルタル層下面
との接着「相持４−・増し、１妾１ｊ強度全強固なもの
となすことを目的とする。エポキシｆｉｌ哨は、液状エ
ポキシの無溶剤僧の使用で良く、ｆ更化ｉＱｌｌ （は
変性脂肪族アミンの使用か好丑しい。塗装ｆｌ， ロー
ラーに」：るものか作業性か良く、ぞの１祭、５％以下
の希釈ｉ″ｉＪｌの使用（Ｉ；ｌ、・６し支えなく、塗
４ｂ借としては１． Ｏ Ｏ〜２ ０ ０ ？Ａｎ２か
り丁丑（７い。エポキシ系プライマーノ乾・娠後、１４
１ちエポキシ系プライマー塗布後約４１稍間［麦の塗装
かが吐しい。The purpose of the epoxy primer is to ensure satisfactory adhesion between the base conditioning composition and the epoxy base paint, to suppress the influence of alkali and the like from the base, and to prevent suction unevenness. Since the primer must penetrate well, I used a solid epoxy diluted with a solvent, and thoroughly penetrated with the M agent. It is preferable to use a modified aliphatic amine as a curing agent.
It is fine to use less than %. When painting, use a roller, )・
A coating amount of about 200 Vfn2 is suitable by spraying or the like, and after drying the base conditioning composition, that is, after forming the base conditioning composition, 10 to 4811? The epoxy-based undercoat, which is preferable for painting between trowels, is also called Kutsukuko-1, and it bleeds into the uneven bottom surface of the resin mortar (11.) formed in the next step. The purpose is to increase the adhesion with the lower surface of the mortar layer and make it completely strong.The epoxy film can be used with liquid epoxy solvent-free. It is preferable to use a modified aliphatic amine.It is preferable to use a modified aliphatic amine.It is preferable to use a diluted aliphatic amine of 5% or less.・6 and without support, as coating 4b, 1. O O ~ 2 0 0?
Approximately 41 minutes after applying the epoxy primer [It smelled like wheat paint.
侶す脂モルクルは、無溶剤型液状エポキシ樹脂、硬化剤
としての変性脂肪す契アミ、／．顔Ａ′」、骨材及びセ
メント／）・らｔｉｇるものである。エボキ’／ＡＲ月
旨ば、無溶剤型か好１しく、無・容削りエポキシ樹脂の
１史用１・でより肉やぜ全防き、ひいてはクラック等の
不具合を防止する。かかるエポキシ樹脂のエポキシ当１
１４−は１００〜３００であることを必須とし、］−
０ ０未／ｌｊ１すであれは、劣化し易く、、１■１欽
性か悪い不都合を生じ、３００を超えれば、作業性に劣
る不都合を生じる。Molcle is a solvent-free liquid epoxy resin, modified fat as a hardening agent, /. Face A', aggregate and cement/). EBOKI'/AR Tsukijiba is preferably a solvent-free type, and a no-shaving epoxy resin 1. completely prevents flesh damage and, in turn, prevents defects such as cracks. Epoxy part 1 of such epoxy resin
14- must be between 100 and 300, ]-
If it is less than 00/lj1, it will be easily deteriorated and cause problems such as poor performance, and if it exceeds 300, it will cause problems such as poor workability.
顔イ斗として（’Ｌ’ｓ 炭酸カルシウム、タルり等の
体１′他煩イ川及０・酸比チタン、カーボン等の着色顔
料全エボ′キン樹脂１０重量部に対し４〜１５重ｈ１゛
部配合することがθ子ましい。As a face ('L's body 1' such as calcium carbonate, tarnish, etc.) and 0 acid ratio, coloring pigments such as titanium, carbon, etc. 4 to 15 parts by weight h1 per 10 parts by weight of total evokin resin. It is preferable to mix 1 part.
骨材と［〜では、平均粒径１５％以下の珪砂が好〜０５
％の１１１・砂を１０〜４５重Ｗｒ ’Ｆ４Ｂ配合する
ことか好ゴージい。かかる骨材の配合稲しヒが、スリッ
プ防１（−、制動圧：Ｊ：ＬＣ短縮に最も効果的である
。For aggregate and [~, silica sand with an average particle size of 15% or less is preferable~05
It is good to mix 111% sand with 10 to 45 weight Wr'F4B. A blend of such aggregates is most effective in reducing slip prevention 1 (-, braking pressure: J: LC).
セメントとじては、ポルトランドセメント炉セノン１、
ンリカセメント等如何なるセメントも好丑しく用いるこ
とかでき、エポキシ樹脂］ＯＦ−ｌｌ： ｔｉ″主５Ｉ
ｓＫ対して１０〜３０重−計ｊ弗の配合か好ましい０十
メントの混入により、圧縮強度の大幅な向上か可能とな
る。For cement, Portland cement furnace Senon 1,
Any cement can be used preferably, such as cement, epoxy resin]OF-ll: ti″ main 5I
The compressive strength can be significantly improved by mixing 10 to 30 parts per weight per sK, or preferably 000 parts per sK.
本発明になる樹脂モルタルを得る場合、骨材とセメント
及び顔料全あらかじめ均一にｊ伊拌後、エポキシ樹脂に
若干の希釈剤を加えたものを混入、硬化剤を／Ｉ１１え
て攪拌すれば良い。To obtain the resin mortar of the present invention, the aggregate, cement, and pigment may all be uniformly stirred in advance, then an epoxy resin with a slight diluent added thereto, a curing agent added, and stirred.
本発明になるイ（ｉＪ脂モルタル１は、エポキシ系下塗
塗材の億装置後、即ち下塗営利か未乾燥のうちに順次載
置塗工することが好丑（７く、かかる形成方法にして初
めて、下塗塗インを介して下地調整層に強固に接ン］′
テされた不発１ｖ］になるｆａｔ ’旧モルタル層の形
成か可能となる。このようにして得られた樹脂モルタル
は、面士ノ争ス毛性はも°とより、耐スリツン゛づ牛及
び圧縮強度等の著しい向上が可能であるが耐久性を考慮
して約１０％厚以上に形成するのか好捷しい。It is preferable to apply the iJ resin mortar 1 according to the present invention sequentially after applying the epoxy base coat material, that is, before the base coat is applied or dry. For the first time, it firmly connects to the base adjustment layer through the undercoat coating]'
It is possible to form a fat ' old mortar layer that becomes unexploded. The resin mortar obtained in this way can significantly improve not only the scratch resistance but also the scratch resistance and compressive strength, but considering durability, it can be improved by about 10%. It is good that it is formed more than thick.
更に要すれ（・廿仕上げ塗装としてクリヤー塗装を施す
ことにより樹脂モルタル層表面の汚れを防止する。Furthermore, by applying a clear coat as a finishing coat, stains on the surface of the resin mortar layer can be prevented.
以上、本願発明の施工方法は下地調整組成物塗工の翌日
、プライマー、下塗塗材、樹脂モルタルを塗工し、次の
日（では車の通行が可能となるもので、極めて短詩；間
でイ吠跡の補修を可能とし、しかも強度、耐摩耗性に優
れた初朗硬度も得られるものである。As described above, the construction method of the present invention is to apply the primer, undercoating material, and resin mortar the day after applying the base conditioning composition, and then apply the primer, undercoat material, and resin mortar the next day (it is possible to pass cars on it, and it is very short). It makes it possible to repair crack marks, and also provides initial hardness with excellent strength and wear resistance.
以下に実、帷例を用いて本発明のより詳細な説明に供す
る。当然のことながら本発明は実施例のみに限定される
ものでないことは言う寸でもないことである。The present invention will be explained in more detail below using a practical example. Naturally, it goes without saying that the present invention is not limited to the examples.
実施例
ポルトランドセメント：川砂：ＳＢＲ（スチレン含量４
０係） ＝１ ：２．５ ：０．２５割合で配合された
下地調整組成物を１２％厚で施工した。１２時間放置し
、十分に乾燥させた後、ビスフェノールＡ型エポキシ樹
脂と変性脂肪挨アミンからなるエポキシ系プライマーを
ローラーにより約２０Ｏｆｏｒ１２塗布した。Example Portland cement: River sand: SBR (styrene content 4
A base conditioning composition blended at a ratio of 0 = 1:2.5:0.25 was applied to a thickness of 12%. After being allowed to stand for 12 hours and sufficiently dried, an epoxy primer consisting of a bisphenol A type epoxy resin and a modified fatty amine was applied with a roller in an amount of about 20 for 12 minutes.
更に４時間放置し、プライマーが硬化乾燥した後、エピ
クロン＃８５７ （犬日本インキ社製）４７．０重量部
エピキュ−ア＃３０２５ （油化ソエル社製）２５２重
量部
クルジ ７．０重量部
炭酸カル／ラム ３４．０重量部
酸化チタン １２．０重ｊｉ部
カーボン ０１１重部
よりなるエポキシ系下塗塗材ｆ １．５０ ？、／；ｎ
２０−ラーにより塗布し、直後未乾燥のうちに
０１〜０５％の珪砂 ２３重量部
０５〜１５％の珪砂 ３７重量部
下塗塗イ２同様組成物 １９重量部
ポルトランドセメンｔ・２１ ＸＴＴ−骨部」：りなる
ｊｉ７１．ｆｌｉ”ｊモルタルを下塗塗材上に下塗Ｏ材
か未乾燥のうちに１０％の厚さで細工し、１２時間放置
し十分に１湧化させた喚、更υてアクリルウレタンクリ
ヤーにより仕上げを行った。After leaving for another 4 hours to harden and dry the primer, 47.0 parts by weight of Epicuron #857 (manufactured by Inu Nippon Ink Co., Ltd.) 252 parts by weight of Epicure #3025 (manufactured by Yuka Soel Co., Ltd.) 7.0 parts by weight of carbonic acid CAL/RAM 34.0 parts by weight Titanium oxide 12.0 parts by weight Carbon 011 parts Epoxy base coating material f 1.50 ? ,/;n
01-05% silica sand 23 parts by weight 05-15% silica sand 37 parts by weight Undercoat A2 Similar composition 19 parts by weight Portland cement T.21 XTT-bone part ”: Rinaruji71. Apply mortar on the undercoat material to a thickness of 10% while still wet and leave it for 12 hours to fully evaporate, then finish with acrylic urethane clear. went.
かかる施工方１去になる補修道路は、スパイクタイヤに
酬える！メれた耐帝耗性を有するのは勿論のこと、Ｊ
Ｉ Ｓ Ａ、 １．１．０８により圧縮強要の測定の紹
呆、従来３００〜４００にり４Ｍであった圧縮強要が５
００ Ｋ７／Ｃ７？ｆに向−１−（〜、圧縮強要は非常
に優れたものとなり、更にはノンストップ性を大幅に向
上し、施工後、補・疹道路として要求される硬度の現出
時間も著しく短縮さ訃、道路自体のカラー化も可能であ
る優れた道路補修用塗材の施工方法であるＯ
特許出１頭人 日本特殊塗料昧弐会社Repair roads that require this construction method will benefit from spiked tires! Not only does it have excellent wear resistance, but J
ISA, 1.1.08 introduces the measurement of compression force, the compression force which was previously 4M in 300-400 is now 5.
00 K7/C7? For f-1-(～, the compression force is very good, the non-stop performance is greatly improved, and the time required for the hardness required for repair roads to appear after construction is also significantly shortened. This is an excellent method of applying a road repair coating material that can also be used to color the road itself. 1 patent issued by Nippon Tokushu Paint Co., Ltd.
Claims (1)
斗塗４材、勿↑脂モルタル及び要すれ（ｒ１゛仕」二（
げ塗・璋を１１１１次姉工する１Ｂ、’／ＨＢ７各補修
方法であって１亥；立１）１旨モルタル エポキシ当＝ ］− ０ ０〜３００であるエボギンイ
１“偏后１０重−ｉ，４−７４（ｔ，にン’ｔ Ｌ硬化
へ１１１〜７屯ｉ・４部、Ｌ）″何Ｎ４〜１． ５ ｉ
１ｉ’． ’ｎ’ｔｊ４１ｓ−ｙ ’）Ｌ＋ツ経０５〜
１５％の計る道路補１疹中ケ・１オの施工方法[Claims] T-ground preparation, epoxy primer, epoxy coating 4 materials, course↑ fat mortar and required (r1゛shi) 2 (
1B, '/HB7 each repair method for 1111 times varnishing and repairing, 1); , 4-74 (t, to L hardening 111-7 ton i, 4 parts, L)'' how many N4-1. 5 i
1i'. 'n'tj41s-y') L+Tsu 05~
Construction method for 15% road supplement 1st grade and 1st grade
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9150183A JPS603303A (en) | 1983-05-26 | 1983-05-26 | Construction of coating material for repairing pavement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9150183A JPS603303A (en) | 1983-05-26 | 1983-05-26 | Construction of coating material for repairing pavement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS603303A true JPS603303A (en) | 1985-01-09 |
| JPS6355561B2 JPS6355561B2 (en) | 1988-11-02 |
Family
ID=14028153
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9150183A Granted JPS603303A (en) | 1983-05-26 | 1983-05-26 | Construction of coating material for repairing pavement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS603303A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004131948A (en) * | 2002-10-08 | 2004-04-30 | Aica Kogyo Co Ltd | Floor construction method and floor structure |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57111930U (en) * | 1980-12-27 | 1982-07-10 |
-
1983
- 1983-05-26 JP JP9150183A patent/JPS603303A/en active Granted
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57111930U (en) * | 1980-12-27 | 1982-07-10 |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004131948A (en) * | 2002-10-08 | 2004-04-30 | Aica Kogyo Co Ltd | Floor construction method and floor structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6355561B2 (en) | 1988-11-02 |
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