JPS59196369A - Novel composition - Google Patents

Novel composition

Info

Publication number
JPS59196369A
JPS59196369A JP58071950A JP7195083A JPS59196369A JP S59196369 A JPS59196369 A JP S59196369A JP 58071950 A JP58071950 A JP 58071950A JP 7195083 A JP7195083 A JP 7195083A JP S59196369 A JPS59196369 A JP S59196369A
Authority
JP
Japan
Prior art keywords
resin
thermoplastic resin
thermoplastic
novel composition
melt index
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
Application number
JP58071950A
Other languages
Japanese (ja)
Inventor
Isamu Tsuda
勇 津田
Toshio Akao
赤尾 敏雄
Itaru Yoshida
至 吉田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
OOZEKI KAGAKU KOGYO KK
Original Assignee
OOZEKI KAGAKU KOGYO KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by OOZEKI KAGAKU KOGYO KK filed Critical OOZEKI KAGAKU KOGYO KK
Priority to JP58071950A priority Critical patent/JPS59196369A/en
Publication of JPS59196369A publication Critical patent/JPS59196369A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To provide a compsn. which can be used as a paving material having excellent resistance to cold and wear and safety without using asphalt, by adding siliceous sand and natural fiber fragment or granulated corn or fruit husk to a specified thermoplastic resin. CONSTITUTION:Siliceous sand and natural fiber fragment or granulated corn or fruit husk are added to a thermoplastic resin component mainly composed of 50-90wt% thermoplastic resin having a melt index of 100 or below and 50- 10wt% thermoplastic resin having a melt index of 150 or above. Examples of the thermoplastic resins are an ethylene/vinyl acetate copolymer resin, polypropylene resin, polyethylene resin, polyester resin, etc. Preferred natural fibers include short fibers of bamboos, cotton and flax having high heat resistance and tensile strength. The fiber length is pref. 10cm or shorter. Granulated rice hull, wheat chaff, buckwheat chaff, walnut shell, ume (Japanese apricot) core or apricot core having a particle size of 40 mesh or above is preferably used.

Description

【発明の詳細な説明】 この発明は道路やビル屋上などの土木建築構造物の防水
工法としての塗装あるいはライニング用に適した新規な
組成物に係り、詳しくのべると、ヌル1〜インデツクス
値(以下これをMI値と略称する)が100以下の熱可
塑性樹脂50〜90車里%と該M r値が150以上の
熱可塑性樹脂10〜50重刊%を主成分とし、これに珪
砂および天然繊維の短片状物あるいは穀物や果実外皮の
粗砕物を加えてなる塗装用あるいはライニング用に適し
た新規な組成物に関するものである。
Detailed Description of the Invention The present invention relates to a new composition suitable for coating or lining as a waterproofing method for civil engineering and architectural structures such as roads and building rooftops. The main components are 50 to 90% of thermoplastic resin with an Mr value of 100 or less and 10 to 50% of a thermoplastic resin with an Mr value of 150 or more, in addition to silica sand and natural fibers. The present invention relates to a novel composition suitable for coating or lining, which is made by adding short flakes or crushed grains or fruit rinds.

以下この発明の新規な組成物を道路に適用する場合につ
いて説明する。
The case where the novel composition of the present invention is applied to roads will be explained below.

通路用舗装材としては、従来主としてアスファル1へと
砕石、砂が使用されている。
Conventionally, asphalt 1, crushed stone, and sand have been mainly used as paving materials for paths.

しかし、このアスファルトは温度により21度、接着、
性などが左右され、特に寒冷地(−5℃以下)での舖S
月としては引張強度と付着力が著しく低下する欠点があ
る。
However, this asphalt has a temperature of 21 degrees, and the adhesive
It depends on the temperature, especially in cold regions (below -5℃).
However, it has the drawback of significantly lower tensile strength and adhesion.

しかして寒冷地にお【プる降雪時の道路においては、車
輌にはスリップ防止のためスパイクタイヤが使用され−
Cいる。
However, on roads during snowfall in cold regions, spiked tires are used on vehicles to prevent slipping.
There is C.

ところが、このスパイクタイヤは道路の舗装面を激しく
傷つり、これが粉塵どなって飛散するため、車輌の運転
や歩行者は勿論のこと、道路用juの住民の生活をおび
やかす最大の原因となっており、今や寒冷地における大
きな社会問題としてクローズアップされている。
However, these spiked tires seriously damage the paved surface of the road, which scatters in the form of dust, which is the biggest cause of threat to not only drivers and pedestrians, but also the lives of people living in road jugs. This is now attracting attention as a major social problem in cold regions.

この発明は、通路用舗装材として上記のような欠点のあ
るアスファルトを全く使用することなく、しかも耐寒性
、耐摩耗性、安全性にすぐれた道路用のm&あるいはラ
イニング用として、またこの他ビル屋上等の土木建築構
造物あるいは屋内外の広場へも適用できる新規な組成物
を提供しようとするものである。
This invention eliminates the use of asphalt, which has the above-mentioned drawbacks, as a paving material for walkways, and has excellent cold resistance, abrasion resistance, and safety. The present invention aims to provide a new composition that can be applied to civil engineering and architectural structures such as rooftops, as well as indoor and outdoor plazas.

即ち、この発明はM I値が100以下の熱可塑性樹脂
50〜90重量%と該MI値が150以上の熱可塑性樹
脂10〜50市量%を主成分とし、これに珪砂および天
然繊維の短片状物あるいは穀物や果実外皮の粗砕物を加
えた組成物であり、その特徴とするところは、 (1)主成分である熱可塑性樹脂としてMI値の100
以下のもの50〜90重量%と150以上のもの10〜
50市量%とを組合わせで使用づること、および(2)
天然繊維の短片状物あるいは穀物、果実の外皮、外殻の
粗砕物を使用すること である。
That is, the present invention mainly consists of 50 to 90% by weight of a thermoplastic resin having an MI value of 100 or less and 10 to 50% by weight of a thermoplastic resin having an MI value of 150 or more, in which silica sand and short pieces of natural fiber are added. It is a composition containing crushed grains or fruit peels, and its characteristics are as follows: (1) The thermoplastic resin, which is the main component, has an MI value of 100.
50-90% by weight of the following and 10-90% of the following:
(2) Use in combination with 50% market weight; and (2)
The method is to use short pieces of natural fibers or coarsely crushed grains, fruit rinds, and husks.

しかして熱可塑性樹脂としては、エチレン−酢酸ビニル
共重合樹脂、ポリプロピレン樹脂、ポリエチレン樹脂、
ポリエステル樹脂などが用いられ、しかも樹脂のMI値
が100以下と150以上の異なるものを併用すること
により、この組成物の道路などへの作業時には流動性を
、施工後には十分な粘着性を与えるものである。
However, thermoplastic resins include ethylene-vinyl acetate copolymer resin, polypropylene resin, polyethylene resin,
Polyester resin is used, and by using a combination of resins with different MI values of 100 or less and 150 or more, this composition provides fluidity when working on roads, etc., and provides sufficient adhesion after construction. It is something.

そしてこのMI値が100以下の樹脂と 150以上の
樹脂をイ34用するに当っては、同一種類の樹脂であっ
て上記の夫々のMI値を有するもの(例えばエチレン−
酢酸ビニル共重合樹脂でMI値が300と60のものを
(Jf用づる。即ち、これはエチレン−酢酸ビニル共重
合樹脂の結晶度の異なるものを使用づ゛ることである。
When using a resin with an MI value of 100 or less and a resin with an MI value of 150 or more, resins of the same type and having the above-mentioned MI values (for example, ethylene-
Vinyl acetate copolymer resins with MI values of 300 and 60 (Jf) are used. That is, ethylene-vinyl acetate copolymer resins with different degrees of crystallization are used.

)を用いても、上述したエチレン−酢酸ビニル共重合樹
脂、ポリプロピレン樹脂、ポリエチレン樹脂、ポリニス
プル樹脂1.i:どからMI値が夫々の特定範囲にある
ものを選択使用しても何れでもよい。
), the above-mentioned ethylene-vinyl acetate copolymer resin, polypropylene resin, polyethylene resin, polynisple resin 1. i: Any MI value within each specific range may be selected and used.

次に主成分である熱可塑性樹脂に対する天然繊維の知ハ
状物や穀物、果実の粗砕物の量は0.5・〜10%が適
当である。
Next, the appropriate amount of natural fibers, grains, and crushed fruits relative to the thermoplastic resin, which is the main component, is 0.5 to 10%.

そしてこれら粗砕物あるいは短片状物はこの組成物の塗
装あるいはライニング作業時において右り゛る流動性を
施工後には防止づる役目として使用するものである。
These crushed materials or short pieces are used to prevent excessive fluidity during coating or lining work of this composition after application.

天然繊維としては耐熱性、引張性の強い麻や綿あるいは
71勺の短繊維が好ましく、その繊維長さとしては10
 non以下が適当である。
As natural fibers, linen or cotton with strong heat resistance and tensile properties, or short fibers of 71 mm are preferable, and the fiber length is 10 mm.
A value of non or less is appropriate.

また米、麦、ンバやクルジ、梅、アンス等の外殻、外皮
の粉砕物の場合には40メツシュ以上の粗砕物が好まし
い。
In the case of crushed husks and rinds of rice, wheat, mum, kurji, plum, ansu, etc., coarsely crushed ones with a mesh size of 40 mesh or more are preferable.

なお、この発明においてM I値の異なる樹脂を併用す
るのは次の理由のためである。
The reason why resins having different MI values are used together in this invention is as follows.

例えば融点の異なる樹脂を加熱溶解し、徐々に冷却した
場合、融点の高いものから凝固が始まり、低融点のもの
は最後に凝固する。従って融点の異なるものを均一な製
品とするためには急冷する必要がある。
For example, when resins with different melting points are heated and melted and then gradually cooled, the one with the higher melting point begins to solidify, and the one with the lower melting point solidifies last. Therefore, in order to make products with different melting points uniform, it is necessary to rapidly cool them.

この発明ではMI値の異なる樹脂を併用してMI値の高
いものを流動体とし、低いものを接着体とヅることによ
って、徐々に温石が下がるどMI値の高い樹脂かにじみ
出すことになりべ1〜ツキを生ずる。
In this invention, resins with different MI values are used together, with the higher MI value being used as the fluid and the lower MI value being used as the adhesive, so that as the hot stone gradually falls, it oozes out from the resin with the higher MI value. Be 1 ~ causes trouble.

このべ1〜ツキを防止する目的と、樹脂の補強を兼ねる
物質として竹、麻、綿等の天然繊維の短片状物や米、麦
、梅、クルジ等の外殻の粗砕物を使用するものであり、
これによってベトッキの防止に加えて更に接着力、圧縮
が向上するのである。
This product uses short flakes of natural fibers such as bamboo, hemp, and cotton, as well as crushed outer shells of rice, wheat, plum, and kurji, for the purpose of preventing stickiness and reinforcing the resin. and
This not only prevents stickiness but also improves adhesive strength and compression.

な+5、この発明で熱可塑性樹脂のうら10”−15重
mmをブタジェン樹脂やロジン、ロジンエステル、フタ
ル酸ニスデル、石油樹脂などにiJ3きかえても性能に
は何ら影響せずコストダウンをはかることができる。
+5. With this invention, even if the back 10"-15 mm of thermoplastic resin is replaced with butadiene resin, rosin, rosin ester, nisdel phthalate, petroleum resin, etc. in iJ3, the performance will not be affected at all and costs will be reduced. I can do it.

かくして得られるこの発明の組成物を道路舗装材あるい
はビル屋上等への塗装材として用いる場合の特徴は (1)  アスファル1〜を含有しないこと。
When the composition of the present invention thus obtained is used as a road paving material or a coating material for the roof of a building, etc., the characteristics are: (1) It does not contain asphalt 1 or more.

(2)低温時(砕石との混合)の作業性がよいこと。(2) Good workability at low temperatures (mixing with crushed stone).

舗H+3が60℃まで低下しても使用できること。Can be used even if the temperature H+3 drops to 60℃.

(3)低温時(−35℃)でも弾性を失わないないこと
(3) Do not lose elasticity even at low temperatures (-35°C).

(4)従来のアスファルト舗装拐の上にも作業ができる
こと。
(4) Work can be performed on conventional asphalt pavement.

(5)高温時(道路表面温度)75℃でもベトッキがな
いこと。
(5) No stickiness even at high temperatures (road surface temperature) of 75°C.

(6)  カーボンを使用することにより耐候性がよい
こと。
(6) Good weather resistance due to the use of carbon.

(7)単金属、塩素系を含まないから人体に対し安全で
あること。
(7) It must be safe for the human body because it does not contain single metals or chlorine.

(8)  ボットヌル1〜型であるため、リザイクル使
用が可能であること。
(8) Since it is a Bot Null type 1~ type, recycle use is possible.

(9)ボッ1−メルト型であるため、作業終了後直ちに
車の走行ができること。
(9) Since it is a one-melt type, the car can be driven immediately after the work is completed.

00)  舗装で要求される圧縮、摩耗、スリップ防止
性を十分渦足させることができること。
00) It must be able to sufficiently provide the compression, abrasion and slip prevention properties required for pavement.

(11)従来アスファルトは低温時の欠点を防ぐため、
ゴム系の樹脂を添加していたが、針入度と伸度が低下し
、舗装材のバインダーとして好ましくないが、この発明
の組成物はこの問題を解決できること。
(11) Conventional asphalt has been used to prevent defects at low temperatures.
Although rubber-based resins have been added, they reduce penetration and elongation, making them undesirable as binders for paving materials.The composition of the present invention can solve this problem.

などである。etc.

なおこの発明の組成物は、これに白色顔料(例えばTi
 O2)を添加することにより、寒冷地の道路に+3け
るライン標示塗料として使用することができるほか、顔
料を変えることにより自由自在に着色が可能である。
Furthermore, the composition of the present invention may contain a white pigment (for example, Ti).
By adding O2), it can be used as a line marking paint for roads in cold regions, and it can also be colored freely by changing the pigment.

またこの発明において珪砂は接着強度を増大させるため
に使用するものである。
Further, in this invention, silica sand is used to increase adhesive strength.

以上、この発明の組成物の道路舗装材としての用途につ
いて轟;)明したが、このほかビル屋上など土木井築構
造物の防水工法用の組成物どしても大きな効果を秦する
ものである。
As mentioned above, the use of the composition of the present invention as a road paving material has been explained; however, it is also highly effective in use as a composition for waterproofing construction methods for civil engineering structures such as building rooftops. be.

以下実施例により説明する。This will be explained below using examples.

実施例1 MI値60のエヂレンー酢酸ビニル共重合樹脂50重吊
部 MI値 300の              15.
Example 1 Edylene-vinyl acetate copolymer resin with MI value of 60 15.
.

ポリブタジェン樹脂        25  n石油樹
脂             10・lを混合した第1
表に示す特性を右する樹脂に珪砂5号        
     30 7/珪砂6号           
  50ノ/竹の短片状物〈 6〜10mm)    
   2  =クルミ微粉末(40メツシユ)    
  1  、。
The first mixture of 25 n of polybutadiene resin and 10 l of petroleum resin
Silica sand No. 5 is used as a resin with the properties shown in the table.
30 7/Silica sand No. 6
50 pieces/short pieces of bamboo (6-10mm)
2 = Fine walnut powder (40 mesh)
1.

モミガラ微粉末(40メツシユ)     111部カ
ーボン             i  7/を配合し
、この配合物を溶融釜で180℃まで加熱したどころ、
粘度は15000cpsとなって塗布しやすくなり、ア
スファルト舗装面にこの実施例の上記樹脂をキジロール
10倍液に希釈したプライマーを塗布してから1時間後
にその上にライニングしたところ強靭な塗膜が得られ、
車輌舗装面として柔軟性と耐摩耗性にすぐれた路面が得
られ、累積大型車交通岱10万台当りの摩耗渚はストレ
ードアスフアルl−道路3.5m /mに対して1.8
m7mであった。
Fine rice hull powder (40 mesh) was blended with 111 parts of carbon i7/, and this blend was heated to 180°C in a melting pot.
The viscosity was 15,000 cps, making it easier to apply, and one hour after applying a primer prepared by diluting the above resin of this example to 10 times Kijirol solution on an asphalt pavement surface, a strong coating film was obtained when lining was applied on top of the primer. is,
A road surface with excellent flexibility and abrasion resistance can be obtained as a vehicle pavement surface, and the cumulative wear rate per 100,000 large vehicles is 1.8 compared to 3.5 m/m of straight road.
It was 7m.

第1表 注 :!で印の伸び、100%モジュラス、抗張力の測
定は膜厚約1.4mm、巾5mm、全長100 mmの
試験片にて測定したものである。
Table 1 Note:! The elongation, 100% modulus, and tensile strength marked with were measured using a test piece with a film thickness of approximately 1.4 mm, a width of 5 mm, and a total length of 100 mm.

また伸び試験はインストロン型引張試験機を用い、 クロスヘッドスピード 200mm/分標線間    
   20mm チャック間     60mm チャートスピード 200mm/分 で行なったものである。
In addition, the elongation test was conducted using an Instron type tensile testing machine, with a crosshead speed of 200 mm/min between the marked lines.
The test was conducted with a chuck distance of 20 mm, a distance of 60 mm, and a chart speed of 200 mm/min.

実施例2 実施例1で用いた樹脂 7.5重量部 石粉         11.5  n砂      
           40.5   N砕石    
     40.0Il 竹の短片状物(8mm)   0.5  n上記配合物
をアスファルトプラントで混合加熱し、内部温度190
℃となったものをトラックに積込んで道路工事現場に運
び50m4厚となるよう均一にひろげローラーで加圧仕
上げした。
Example 2 Resin used in Example 1 7.5 parts by weight Stone powder 11.5 n Sand
40.5 N crushed stone
40.0 Il Bamboo strips (8 mm) 0.5 n The above mixture was mixed and heated in an asphalt plant until the internal temperature was 190
Once the temperature reached ℃, it was loaded onto a truck and transported to a road construction site, where it was uniformly spread and finished under pressure using a rolling roller to a thickness of 50m4.

この114の温度は82℃であつl〔。The temperature of this 114 is 82°C.

施工後スパイクタイヤ使用路面で4ケ月実用化試験を行
なったところ、路面の1♀耗率は従来の通路に比べ25
%減少していた。
After construction, we conducted a practical test for 4 months on a road surface using spiked tires, and found that the 1♀ wear rate of the road surface was 25% lower than that of a conventional roadway.
% decreased.

この発明の組成物は、耐寒性にりぐれ常温d3よび一3
8°Cでの圧縮強度試験をJIS  A−1108の方
法にて行なったところ、第2表の結果を得、この発明の
組成物が従来のアスファル1〜より強度的にすぐれてい
ることが認められた。
The composition of this invention has cold resistance at room temperature d3 and -3.
When a compressive strength test at 8°C was conducted according to the method of JIS A-1108, the results shown in Table 2 were obtained, and it was recognized that the composition of the present invention was superior in strength to conventional asphalt 1. It was done.

またこの発明の組成物は表面が65℃になってもタック
が生じずタイV跡もみられなかった。
In addition, the composition of the present invention showed no tack and no tie V marks even when the surface reached 65°C.

第  2  表 手続ネ甫正書く自発〉 昭和58年8月9日 特拾庁長官 若杉 和夫 殿 名 称 大関化学工業株式会社 明細書の「発明の詳細な説明」の欄 補正の内容 明細書箱9頁2行目のあとへ次の文章を挿入します。Table 2 Voluntary writing of procedure corrections〉 August 9, 1982 Mr. Kazuo Wakasugi, Director General of the Special Collections Agency Name Ozeki Chemical Industry Co., Ltd. “Detailed description of the invention” column in the specification Contents of correction Insert the following sentence after the second line of page 9 of the statement box.

「この発明は上記したようにアスファルトを含有しない
新規な組成物を特徴とするものであるが、施工時期にお
ける温度変化による作業性を向上させるためにその配合
中に組成物としての特性を阻害しない程度にアスファル
トを適量混合使用することは何ら差支えなく、これによ
ってコストの低減をはかることが可能である。」 手続ネ甫正書(自発) 1、事件の表示 昭和58年特許願第71950号 2、発明の名称 新規な組成物 3、補正をする者 事件との関係  特許出願人 住  所  神戸市垂水区名谷町字猿自301番151
名 称 大関化学工業株式会社 4、代理人 住  所  大阪市大淀区中津1丁目18番18号6、
補正の内容 補正の内容 1、明細書筒9頁3〜4行目 E以上、この・・・・・・説明したが、」を[そしてこ
の発明の組成物を道路舗装材として直接使用すること、
またはアスファルト舗装面上に使用することによって、
ア、スフアルド道路の欠点である温度による流動性(例
えば道路のひび割れ、波状形態、白線のゆがみなど)を
改善することができるのである。
``As mentioned above, this invention is characterized by a new composition that does not contain asphalt, but in order to improve workability due to temperature changes during construction, the characteristics of the composition are not inhibited during blending. There is no problem in mixing and using asphalt in appropriate amounts, and it is possible to reduce costs by doing so.'' Procedure Neho Seisho (self-motivated) 1. Indication of the case Patent Application No. 71950 of 1982 2 , Name of the invention New composition 3, Relationship with the case of the person making the amendment Patent applicant address 301-151 Saruji, Naya-cho, Tarumi-ku, Kobe City
Name: Ozeki Chemical Industry Co., Ltd. 4, Agent address: 1-18-18-6 Nakatsu, Oyodo-ku, Osaka City,
Contents of the Amendment Contents of the Amendment 1, page 9 of the specification, lines 3-4 E and above, ``As explained above,'' has been changed to ``and the direct use of the composition of this invention as a road paving material.'' ,
or by using it on asphalt paved surfaces.
A. It is possible to improve the fluidity caused by temperature, which is a drawback of Sfardo roads (for example, cracks in the road, wavy form, distortion of white lines, etc.).

以上、この発明の組成物の道路舗装材としての用途およ
び効果について説明したが、」と訂正します。
Above, we have explained the use and effects of the composition of this invention as a road paving material.''

Claims (5)

【特許請求の範囲】[Claims] (1)  メルトインデックス値が100以下の熱可塑
性樹脂50〜90重量%と該値が150以上の熱可塑性
樹脂10〜50重D%を主成分とし、これに珪砂および
天然繊維の短片状物あるいは穀物や果実外皮の粗砕物を
加えてなる塗装用あるいはライニング用に適した新規な
組成物。
(1) The main components are 50 to 90% by weight of a thermoplastic resin with a melt index value of 100 or less and 10 to 50% by weight of a thermoplastic resin with a melt index value of 150 or more, and silica sand and natural fiber short pieces or A new composition suitable for painting or lining, which is made by adding coarse grains or fruit rinds.
(2)熱可塑11樹脂はエチレン−酢酸ビニル共重合樹
脂、ポリプロピレン樹脂、ポリエチレン樹脂、ポリエス
テル樹脂などの樹脂群のなかからヌル1〜インデツク、
スの異なるものを2種以上選択して用いることを特徴と
する特許91〜求の範囲第1項記載の新規な組成物。
(2) Thermoplastic 11 resin is selected from a group of resins such as ethylene-vinyl acetate copolymer resin, polypropylene resin, polyethylene resin, and polyester resin.
1. A novel composition according to claim 1 of Patent No. 91-9, characterized in that two or more types of compositions having different levels are selected and used.
(3)天然繊維短片状物が竹、]ウシ、ミツマタなどの
外皮繊維の10 mm以下の短片状物であることを特徴
とする特許請求の範囲第1項記載の新規な組成物。
(3) The novel composition according to claim 1, wherein the natural fiber strips are short strips of 10 mm or less of outer skin fibers of bamboo, bovine, mitsumata, etc.
(4)穀物外皮の粗砕物が米、麦、ソバ等の外殻の40
メツシュ以−Fの粗砕物であることを特徴とする特許請
求の範囲第1項記載の新規な組成物。
(4) Crushed grain husks are 40% of the husks of rice, wheat, buckwheat, etc.
The novel composition according to claim 1, characterized in that it is a coarsely crushed material of mesh-F.
(5)果実外皮の粗砕物が梅、クルジ、アンス等の外皮
の40メツシュ以上の粗砕物であることを特徴どする’
Fj許請求の範囲第1項記載の新規な組成物。
(5) Crushed fruit rind is characterized by being 40 mesh or more of husk of plum, kurji, ansu, etc.
Fj Novel composition according to claim 1.
JP58071950A 1983-04-22 1983-04-22 Novel composition Pending JPS59196369A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58071950A JPS59196369A (en) 1983-04-22 1983-04-22 Novel composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58071950A JPS59196369A (en) 1983-04-22 1983-04-22 Novel composition

Publications (1)

Publication Number Publication Date
JPS59196369A true JPS59196369A (en) 1984-11-07

Family

ID=13475269

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58071950A Pending JPS59196369A (en) 1983-04-22 1983-04-22 Novel composition

Country Status (1)

Country Link
JP (1) JPS59196369A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62215666A (en) * 1986-03-15 1987-09-22 Oozeki Kagaku Kogyo Kk Protecting material having improved elasticity and chemical resistance
US4818604A (en) * 1987-03-27 1989-04-04 Sub-Tank Renewal Systems, Inc. Composite board and method
EP1643010A1 (en) * 2004-10-04 2006-04-05 HABAS Innovation GmbH Anticondensation coating
JP2012180400A (en) * 2011-02-28 2012-09-20 Sekisui Jushi Co Ltd Hot melt road marking paint
CN109370328A (en) * 2018-08-31 2019-02-22 广德竹之韵工艺品厂 A kind of bamboo product surface abrasion resistance coating

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5137127A (en) * 1974-09-25 1976-03-29 Sekisui Jushi Kk
JPS5213534A (en) * 1975-07-24 1977-02-01 Hitachi Chem Co Ltd Hot-melt type traffic paint
JPS5317652A (en) * 1976-08-02 1978-02-17 Dainippon Toryo Co Ltd Water-dilutable resin composition

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5137127A (en) * 1974-09-25 1976-03-29 Sekisui Jushi Kk
JPS5213534A (en) * 1975-07-24 1977-02-01 Hitachi Chem Co Ltd Hot-melt type traffic paint
JPS5317652A (en) * 1976-08-02 1978-02-17 Dainippon Toryo Co Ltd Water-dilutable resin composition

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62215666A (en) * 1986-03-15 1987-09-22 Oozeki Kagaku Kogyo Kk Protecting material having improved elasticity and chemical resistance
JPH0257828B2 (en) * 1986-03-15 1990-12-06 Oozeki Kagaku Kogyo Kk
US4818604A (en) * 1987-03-27 1989-04-04 Sub-Tank Renewal Systems, Inc. Composite board and method
EP1643010A1 (en) * 2004-10-04 2006-04-05 HABAS Innovation GmbH Anticondensation coating
JP2012180400A (en) * 2011-02-28 2012-09-20 Sekisui Jushi Co Ltd Hot melt road marking paint
CN109370328A (en) * 2018-08-31 2019-02-22 广德竹之韵工艺品厂 A kind of bamboo product surface abrasion resistance coating

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