JPH0353404B2 - - Google Patents

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Publication number
JPH0353404B2
JPH0353404B2 JP61105731A JP10573186A JPH0353404B2 JP H0353404 B2 JPH0353404 B2 JP H0353404B2 JP 61105731 A JP61105731 A JP 61105731A JP 10573186 A JP10573186 A JP 10573186A JP H0353404 B2 JPH0353404 B2 JP H0353404B2
Authority
JP
Japan
Prior art keywords
pavement
unsaturated polyester
produced
synthetic resin
filler
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.)
Expired - Lifetime
Application number
JP61105731A
Other languages
Japanese (ja)
Other versions
JPS62260904A (en
Inventor
Yukimori Shida
Ju Suzuki
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.)
Tokiwa Kogyo Co Ltd
Original Assignee
Tokiwa Kogyo Co Ltd
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 Tokiwa Kogyo Co Ltd filed Critical Tokiwa Kogyo Co Ltd
Priority to JP10573186A priority Critical patent/JPS62260904A/en
Publication of JPS62260904A publication Critical patent/JPS62260904A/en
Publication of JPH0353404B2 publication Critical patent/JPH0353404B2/ja
Granted legal-status Critical Current

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Landscapes

  • Road Paving Structures (AREA)
  • Paints Or Removers (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

産業上の利用分野 本発明は、道路、歩道、サイクリングコース、
公園内通路等の舗装における舗装体に関する。 技術的背景 従来、コンクリート、アスフアルトコンクリー
トから成る舗装体表面にエポキシ系樹脂、ウレタ
ン系樹脂またはアクリル系樹脂等の合成樹脂を任
意の顔料で着色したものを2〜3mm程度の厚さに
被覆舗装した舗装体が採用されている。 そして、この場合、合成樹脂に一般に炭酸カル
シウム、アルミナ、タルク、クレー、珪藻土、珪
砂、硫酸バリウム、マイカ、三酸化アンチモン、
ガラス粉等を、用途に応じて樹脂量に対して30〜
210%程度混合して、合成樹脂の強度の増強、耐
食性の向上、電気特性の改善及びコスト低減が図
られている。 本発明者は、さきに、各種工場から排出される
種々の産業廃棄物としての汚泥状ケーキの含有成
分に着目してその再利用について検討した結果、
この汚泥状ケーキを焼成したものを、セメント、
石膏等の水硬性硬化物質と混合、配合することに
より、地盤強化改良材を開発した(特願昭60−
60442号)。 本発明者は、その後上記産業廃棄物及び生活廃
棄物の再利用について更に検討を進めた結果、あ
る種の廃棄物が、前述の舗装体骨材に被覆接着す
るための常温硬化性合成樹脂の充填剤としての前
掲の各物質に代えて有効に利用し得ること、特に
舗装体の強度を高め得ることの知見を得て本発明
をなすに至つた。 発明の構成 本発明は、製糖工場、製鉄工場及び下水処理場
から排出される産業廃棄物及び生活廃棄物の1種
または2種以上の粉末体を充填剤として添加した
常温硬化性不飽和ポリエステル樹脂に、夜光塗料
や顔料を混合したもので形成して成る舗装体であ
り、さらに、これらの組成物に光反射性ガラスビ
ーズを散布轆圧したプラスチツク舗装体にある。 以下、本発明を詳しく説明する。 本発明において用いる常温硬化性不飽和ポリエ
ステル(以下、単に合成樹脂という)とは、無水
マレイン酸、テレフタル酸、エチレングリコール
等を構成成分とするポリ縮合物である。 また、合成樹脂の充填材として添加する前記廃
棄物としては、下記のものを利用する。 製糖工場における粗糖の精製工程で生ずる炭
酸カルシウムを主成分とする凝集沈澱物を濾過
したケーキを乾燥したもの。濾過ケーキの水分
含量は40〜60重量%であり、これを高温で乾燥
するのが望ましい。 製鉄工場において生ずる鉄鉱スラグ及び転炉
スラグ類。 下水処理場で生ずる汚泥を焼成して得られる
灰分。この灰分は汚泥ケーキ(含水両40〜60
%)を800〜1200℃で焼成したものである。 これらの廃棄物における化学成分の分析例を下
記の表1に示す。 なお、の灰分は第16回道路会議論文集から抜
粋した化学成分を掲載した。
Industrial Application Fields The present invention is applicable to roads, sidewalks, cycling courses,
Relates to paving bodies for paving paths in parks, etc. Technical background Conventionally, the surface of a pavement made of concrete or asphalt concrete was coated with a synthetic resin such as epoxy resin, urethane resin, or acrylic resin colored with any pigment to a thickness of about 2 to 3 mm. Paving is used. In this case, the synthetic resin generally includes calcium carbonate, alumina, talc, clay, diatomaceous earth, silica sand, barium sulfate, mica, antimony trioxide,
Add glass powder, etc. to 30~30% of the amount of resin depending on the application.
By mixing about 210%, it is possible to increase the strength of the synthetic resin, improve its corrosion resistance, improve its electrical properties, and reduce its cost. As a result of focusing on the components contained in sludge-like cakes as various industrial wastes discharged from various factories and considering their reuse, the present inventors found that:
This sludge-like cake is baked into cement,
By mixing and blending with hydraulic hardening substances such as gypsum, we developed a soil reinforcement improvement material (patent application 1986-
No. 60442). The inventor of the present invention further investigated the reuse of the above-mentioned industrial waste and household waste, and as a result, it was discovered that certain types of waste were made of room-temperature curing synthetic resin for coating and adhering to the above-mentioned pavement aggregate. The present invention was made based on the knowledge that the present invention can be effectively used as a filler in place of the above-mentioned substances, and in particular can increase the strength of pavement. Structure of the Invention The present invention is directed to a cold-curable unsaturated polyester resin containing as a filler one or more powders of industrial waste and domestic waste discharged from sugar factories, steel factories, and sewage treatment plants. It is a pavement made of a mixture of luminous paint and pigments, and it is also a plastic pavement made by sprinkling light-reflecting glass beads on these compositions. The present invention will be explained in detail below. The room temperature curable unsaturated polyester (hereinafter simply referred to as synthetic resin) used in the present invention is a polycondensate containing maleic anhydride, terephthalic acid, ethylene glycol, etc. as constituent components. Further, as the waste added as a filler for the synthetic resin, the following are used. A dried cake made by filtering agglomerated precipitates containing calcium carbonate as the main component, which is produced during the refining process of raw sugar at sugar factories. The water content of the filter cake is 40-60% by weight, and it is desirable to dry it at high temperatures. Iron ore slag and converter slag produced in steel factories. Ash obtained by burning sludge produced at sewage treatment plants. This ash content is a sludge cake (water content: 40 to 60%
%) fired at 800-1200℃. An example of analysis of chemical components in these wastes is shown in Table 1 below. The chemical composition of the ash content was extracted from the 16th Road Conference proceedings.

【表】 因に、これらの廃棄物は埋立に用いたり、海上
に投棄されているのが現状である。本発明では、
これらの廃棄物を選定してプラスチツク舗装体に
充填剤として有効に利用するものであるが、その
利用に当つては、環境庁告示13号に基づく重金属
類を含まないか、もしくは重金属類を含む場合で
も、排出規則値以下のものを用いるように留意し
なければならない。 前記廃棄物は、これを300〜350メツシユ程度に
粉砕して、乾燥粉末形態で1種又は2種以上混合
して合成樹脂に充填剤として添加する。その添加
量は合成樹脂に対して30〜210重量%程度である
が、100〜115重量%が適当である。 本発明に係る舗装体は、夜光塗料または前述し
たような顔料で任意に着色した合成樹脂に前掲の
廃棄物を充填し、砕石、砂等とこれらの骨剤に対
して合成樹脂を6〜12wt%配合した樹脂組成物
とを混合して道路に敷設する。舗装体の敷設に際
しては、これらの混合物をコンクリートミキサー
またはモルタルミキサーで1〜3分間混練し、こ
の混合物を現場へ搬送し、敷設ローラで転圧する
ことにより、直接舗装体を形成することができ
る。 また、舗装体表面に光反射性ガラスビーズを散
布したものの上にランマー又はローラー等転圧機
器による圧着を施して舗装体を固結して舗装体に
仕上げる。この場合、ガラスビーズの散布量は粒
径によつて異なるが、粒系が420〜590μのガラス
ビーズでは0.5Kg/m2程度の散布量が好ましい。
上記により形成される舗装体では、ガラスビーズ
は合成樹脂との付着状態が良好であつて固着性が
よく、暗夜の電灯、月光により光の曲折反射をす
るので、夜間における人車の歩行、公園内での歩
行上の危険を解消するのに役立つ。 本発明で用いる前記廃棄物は、前記表1に示し
たとおり、カルシウム分を30%(CaOとして)以
上含有し、形成される舗装体の一軸圧縮強度を著
しく高める。さらに、プラスチツク被覆舗装にお
いて用いる従来の合成樹脂に添加される充填剤と
近似しているため、上記充填剤の代替物として有
効に利用して得るものであり、また、合成樹脂の
粘度、強度に何ら支障を与えない。 したがつて、従来、廃棄処理上問題のあつた産
業廃棄物や生活廃棄物を、プラスチツク被覆舗装
に用いる合成樹脂の充填剤として利用して、舗装
体を提供することができるので、産業廃棄物や生
活廃棄物の有効な活用に役立つものである。しか
も、前記廃棄物またはその処理物〜の粉末体
を充填剤として利用した本発明に係る舗装体は、
そのカルシウム含量が高いため、一軸圧縮強度を
著しく高めることができる。 以下に実施例を示して本発明を更に具体的に説
明する。 実施例 1 不飽和ポリエステル(昭和高分子(株)製:商品名
リゴラツク3035;B剤100:A剤50wt%)を45〜
90rpmの低高速二段切替えソイルミキサーで混合
し、これに充填剤として製糖汚泥の乾燥粉末を樹
脂量の114wt%及び顔料8wt%を撹拌しながら混
合し、この混合物に樹脂硬化剤(ルシドール吉富
(株)製:商品名ルパゾールDSW)としてメチルエ
チルケトンパーオキサイドを樹脂量に対して0.5
〜2wt%、促進剤としてナフコン酸コバルトを樹
脂量に対して0.1〜1wt%添加した樹脂組成物を砕
石6号85wt%、砕石7号13wt%及び珪砂6号
2wt%から成る素材にして9.2wt%添加混合し、
鋼製形枠に投入、搗固め転圧して常温硬化型の透
水性プラスチツク被覆舗装体を得た。 得られた舗装体の供試体の透水試験及び硬度試
験(一軸圧縮強度;室温20℃で24時間経過後に測
定した。後述の実施例2、3も同じ。)を行なつ
た。結果を表2に示す。
[Table] Incidentally, the current situation is that these wastes are used in landfills or dumped at sea. In the present invention,
These wastes are selected and used effectively as fillers for plastic pavement, but when using them, they must either be free of heavy metals or contain heavy metals based on Environment Agency Notification No. 13. Even in such cases, care must be taken to use materials that meet the emission regulation values. The waste is pulverized into about 300 to 350 meshes, and one or more of them are mixed in the form of dry powder and added to the synthetic resin as a filler. The amount added is approximately 30 to 210% by weight based on the synthetic resin, but 100 to 115% by weight is appropriate. The pavement according to the present invention is produced by filling a synthetic resin optionally colored with a luminous paint or the pigment described above with the above-mentioned waste, and adding 6 to 12 wt of the synthetic resin to crushed stone, sand, etc. and aggregates of these materials. % blended resin composition and laid on the road. When laying the pavement, the mixture is kneaded for 1 to 3 minutes using a concrete mixer or mortar mixer, the mixture is transported to the site, and the paving can be directly formed by rolling it with a laying roller. Furthermore, light-reflecting glass beads are dispersed on the surface of the pavement and then pressed using a rolling device such as a rammer or roller to solidify the pavement and finish it as a pavement. In this case, the amount of glass beads to be sprayed varies depending on the particle size, but for glass beads with a grain size of 420 to 590μ, the amount to be spread is preferably about 0.5 Kg/m 2 .
In the pavement formed as described above, the glass beads adhere well to the synthetic resin and have good adhesion, and bend and reflect light from electric lights and moonlight in the dark. Helps eliminate walking hazards inside. As shown in Table 1, the waste used in the present invention contains 30% or more of calcium (as CaO) and significantly increases the unconfined compressive strength of the formed pavement. Furthermore, since it is similar to the filler added to conventional synthetic resins used in plastic-coated pavement, it can be effectively used as a substitute for the above-mentioned fillers, and it also improves the viscosity and strength of the synthetic resin. Does not cause any hindrance. Therefore, industrial waste and household waste, which have conventionally caused problems in terms of disposal, can be used as a filler for the synthetic resin used in plastic-coated pavement to provide a pavement. It is useful for the effective use of household waste. Moreover, the pavement according to the present invention uses the powder of the waste or its processed material as a filler,
Due to its high calcium content, the unconfined compressive strength can be significantly increased. EXAMPLES The present invention will be explained in more detail with reference to Examples below. Example 1 Unsaturated polyester (manufactured by Showa Kobunshi Co., Ltd.: trade name Rigoratsuku 3035; B agent 100: A agent 50 wt%) from 45 to
Mixed with a soil mixer with low and high speed two-stage switching at 90 rpm, and mixed with this as a filler, 114 wt% of the resin amount and 8 wt% of the pigment, dried powder of sugar sludge, and mixed with a resin curing agent (Lucidor Yoshitomi).
Co., Ltd. (trade name: Lupasol DSW), methyl ethyl ketone peroxide is added at 0.5% to the resin amount.
~2wt%, a resin composition containing 0.1 to 1wt% of cobalt naphconate as an accelerator based on the resin amount, crushed stone No. 6 85wt%, crushed stone No. 7 13wt%, and silica sand No. 6
Add 9.2wt% to the material consisting of 2wt% and mix.
The mixture was placed in a steel form, compacted and compacted to obtain a water-permeable plastic-coated pavement that hardens at room temperature. A water permeability test and a hardness test (unconfined compressive strength; measured after 24 hours at a room temperature of 20°C. The same applies to Examples 2 and 3 described below) of the obtained pavement specimens. The results are shown in Table 2.

【表】 以上の試験により、従来のアスフアルトコンク
リート舗装体は透水係数が10-2、一軸圧縮強度が
25Kg/cm2、60℃の水に24時間浸漬したときの一軸
圧縮強度が4Kg/cm2であるから、これに比較する
と、本発明の舗装体は透水量及び一軸圧縮強度と
もはるかに、優れていることが判る。 また、アスフアルトコンクリートは耐熱性に弱
く、夏期の高温時には軟化し、土砂、粉塵が付着
して目づまりを起し、舗装体の清掃時又は維持管
理上、その機能がそこなわれる欠点があるが、本
発明によるプラスチツク舗装体では上記欠点が解
消される。 実施例 2 不飽和ポリエステルによる常温硬化舗装体につ
いて密粒度の配合試験を行つた。その組成を下記
の表3に示す。 表 3 密粒度プラスチツク舗装体 砕石6号 1302g 42% 砕石7号 527g 17% 荒目砂 868g 28% 細目砂 403g 13% 100% 製糖汚泥 100g 鉄鉱スラグ粉 80g 不飽和ポリエステルリゴラツクB 182g 不飽和ポリエステルリゴラツクA 90g 顔料(茜) 40g 硬化剤 27g 促進剤 13g 上記密粒度プラスチツク舗装体の一軸圧縮強度
は512.5Kg/cm2であり、曲げ強度は119.4Kg/cm2
あつた。 実施例 3 不飽和ポリエステルによる常温硬化舗装体につ
いてプラスチツクモルタルの配合試験を行つた。
その組成を下記の表4に示す。 表 4 プラスチツクモルタル 荒目砂 300g 細目砂 600g 汚泥粉 100g 製糖汚泥 68wt% ゴム、プラスチツク残渣 20wt% 酸化鉄 12wt% 不飽和ポリエステルリゴラツクB 120g 不飽和ポリエステルリゴラツクA 60g 促進剤 9g 硬化剤 18g 顔料(赤) 9g 上記プラスチツクモルタルの一軸圧縮強度は
309.4Kg/cm2であり、曲げ強度は93Kg/cm2であつ
た。 なお、実施例1〜3において、光反射性ガラス
ビーズを用いる場合には、合成樹脂の凝固前粘性
のあるうちに散布して速やかに転圧して合成樹脂
に付着させるようにする。
[Table] According to the above tests, conventional asphalt concrete pavement has a hydraulic conductivity of 10 -2 and an unconfined compressive strength of
25Kg/cm 2 , and the unconfined compressive strength when immersed in water at 60°C for 24 hours is 4Kg/cm 2 .Compared to this, the pavement of the present invention has far superior water permeability and unconfined compressive strength. It can be seen that In addition, asphalt concrete has poor heat resistance and softens during high temperatures in the summer, causing clogging due to the adhesion of dirt and dust, which impairs its function when cleaning or maintaining the pavement. The plastic pavement according to the invention eliminates the above-mentioned disadvantages. Example 2 A dense particle size blending test was conducted on a cold-curing pavement made of unsaturated polyester. Its composition is shown in Table 3 below. Table 3 Dense particle size plastic pavement crushed stone No. 6 1302g 42% Crushed stone No. 7 527g 17% Coarse sand 868g 28% Fine sand 403g 13% 100% Sugar sludge 100g Iron ore slag powder 80g Unsaturated polyester Ligorac B 182g Unsaturated Polyester Ligo Rack A 90g Pigment (madder) 40g Curing agent 27g Accelerator 13g The unconfined compressive strength of the dense-grained plastic pavement was 512.5Kg/cm 2 and the bending strength was 119.4Kg/cm 2 . Example 3 A plastic mortar formulation test was conducted on a cold-curing pavement made of unsaturated polyester.
Its composition is shown in Table 4 below. Table 4 Plastic mortar coarse sand 300g Fine sand 600g Sludge powder 100g Sugar sludge 68wt% Rubber, plastic residue 20wt% Iron oxide 12wt% Unsaturated polyester rigorak B 120g Unsaturated polyester rigorak A 60g Accelerator 9g Hardening agent 18g Pigment ( Red) 9g The unconfined compressive strength of the above plastic mortar is
The bending strength was 309.4Kg/cm 2 and 93Kg/cm 2 . In Examples 1 to 3, when light-reflecting glass beads are used, they are dispersed while the synthetic resin is still viscous before solidification and are quickly rolled to adhere to the synthetic resin.

Claims (1)

【特許請求の範囲】[Claims] 1 製糖工場における粗糖の精製工程で生ずる
炭酸カルシウムを主成分とする凝集沈澱物の乾燥
した濾過ケーキ、製鉄工場において生ずる鉄鉱
スラグ及び転炉スラグ類、並びに下水処理場で
生ずる汚泥を焼成して得られる灰分、から選ばれ
る1種または2種以上の粉末体を充填剤として添
加した常温硬化性不飽和ポリエステル樹脂に、夜
光塗料または顔料を混合したもので舗装面を被覆
するか、または少なくとも上記3成分を含有する
常温硬化性不飽和ポリエステル樹脂組成物に光反
射性ガラスビーズを散布して成る舗装体。
1. A dried filter cake of coagulated precipitates mainly composed of calcium carbonate produced in the raw sugar refining process in sugar factories, iron ore slag and converter slag produced in steel mills, and sludge produced in sewage treatment plants. The paved surface is coated with a mixture of a room-temperature-curing unsaturated polyester resin containing one or more powders selected from the ash content as a filler and a luminous paint or pigment, or at least the above-mentioned 3. A pavement body made by scattering light-reflecting glass beads on a room-temperature curable unsaturated polyester resin composition.
JP10573186A 1986-05-08 1986-05-08 Plastic coated paving body Granted JPS62260904A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10573186A JPS62260904A (en) 1986-05-08 1986-05-08 Plastic coated paving body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10573186A JPS62260904A (en) 1986-05-08 1986-05-08 Plastic coated paving body

Publications (2)

Publication Number Publication Date
JPS62260904A JPS62260904A (en) 1987-11-13
JPH0353404B2 true JPH0353404B2 (en) 1991-08-15

Family

ID=14415433

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10573186A Granted JPS62260904A (en) 1986-05-08 1986-05-08 Plastic coated paving body

Country Status (1)

Country Link
JP (1) JPS62260904A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2631522B2 (en) * 1988-08-25 1997-07-16 常盤工業株式会社 Flow resistant and wear resistant resin pavement using industrial waste as filler

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5137939A (en) * 1974-09-27 1976-03-30 Nissan Motor
JPS5281933A (en) * 1975-12-29 1977-07-08 Sanyo Concrete Kogyo Kk Paving road
JPS59145802A (en) * 1983-02-04 1984-08-21 株式会社 岸 煉 Construction of road pavement

Also Published As

Publication number Publication date
JPS62260904A (en) 1987-11-13

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