[go: up one dir, main page]

JP3598003B2 - Wood chip pavement composition - Google Patents

Wood chip pavement composition Download PDF

Info

Publication number
JP3598003B2
JP3598003B2 JP28981298A JP28981298A JP3598003B2 JP 3598003 B2 JP3598003 B2 JP 3598003B2 JP 28981298 A JP28981298 A JP 28981298A JP 28981298 A JP28981298 A JP 28981298A JP 3598003 B2 JP3598003 B2 JP 3598003B2
Authority
JP
Japan
Prior art keywords
water
polymer compound
wood
wood chip
binder
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 - Fee Related
Application number
JP28981298A
Other languages
Japanese (ja)
Other versions
JP2000120011A (en
Inventor
尚胤 南田
豊 有井
恵三 木村
世志雄 鎌倉
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.)
Mitsui Chemicals Polyurethanes Inc
Original Assignee
Mitsui Takeda Chemicals Inc
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 Mitsui Takeda Chemicals Inc filed Critical Mitsui Takeda Chemicals Inc
Priority to JP28981298A priority Critical patent/JP3598003B2/en
Publication of JP2000120011A publication Critical patent/JP2000120011A/en
Application granted granted Critical
Publication of JP3598003B2 publication Critical patent/JP3598003B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)

Description

【0001】
【発明の属する技術分野】
本発明はウッドチップと弾性バインダー樹脂を含んでなる常温硬化ウッドチップ舗装材に関する。
【0002】
【従来の技術】
ウッドチップを弾性バインダー樹脂と混合して路盤に敷き詰め、固化させて公園の遊歩道やジョギング道路、ゴルフ場の歩径路などとして利用する方法が開発されている。弾性バインダー樹脂としては、ビニル系又はジエン系合成樹脂の水性エマルションやアスファルト乳剤(特開平2−248505、特開平6−17403)、あるいはウレタンプレポリマー(特開平3−96503、特開平4−347202、特開平8−81907)などが用いられている。
【0003】
【発明が解決しようとする課題】
しかしながら、水性エマルションをバインダーとして用いた舗装材は、水分が蒸発することによって固化するために固化に時間がかかるだけでなく、バインダーがウッドチップに吸収されるためにバインダー効率が悪いという問題がある。また、バインダーの耐水性が劣るために、舗装路の浸水時に白化したり舗装材の耐水強度を確保しにくいという問題もある。さらにウッドチップはそれ自体水分を多量に含みうるものであるので、バインダーとして水性エマルションを使用した場合は、ウッドチップに多量の水が吸収され、舗装後その水が蒸発する際舗装材が収縮し、場合によっては舗装層にクラックやソリが発生して舗装機能が著しく低下することがある。
一方、湿気硬化型の液状ウレタンプレポリマーをバインダーとして用いた舗装材は、水分との反応によって固化するが、硬化速度や硬化後の物性がウッドチップ中の水分量や施工環境湿度、温度などに左右され、安定した性能の確保が困難であるという問題がる。また、液状ウレタンプレポリマーがウッドチップに吸収されるために、バインダー効率の低下をきたすだけでなく、ウッドチップ本来の木質色を変色させてしまうという問題もある。
さらにウレタンプレポリマーをバインダーとした場合は、ウッドチップが相当量の水を含有していないと、バインダーが水と反応して固化する前にウッドチップに吸収されてしまって結合剤として有効に働かないために、予めウッドチップに水を含ませるなど低収縮にとっては不利な条件で舗装材をつくらざるを得ない場合もある。
したがって、本発明は、ウッドチップ舗装において、より少ないバインダー量で、より高い接着効果を生むこと、すなわちバインダー効率に優れ、ウッドチップ本来の色調を保持し、更に収縮率の低いウッドチップ舗装材を提供することにある。
【0004】
【課題を解決するための手段】
上記の問題を解決するために、鋭意研究を重ねた結果(A)ウッドチップ、(B)高分子化合物水性エマルションまたは水溶性高分子化合物水溶液と(C)末端イソシアネート基含有液状ウレタン樹脂を含んでなり、 ( ) に対する ( ) および ( ) に含まれる合計水量の重量比が、100:25〜100である舗装材が、バインダー効率が改善されているだけでなく、舗装面の色合いがウッドチップ本来の色調を維持しうること、および使用するウッドチップに含まれる水分量を低位にしておくと収縮の小さいものとなることが判明し、さらに検討を加えて本発明を完成するに至った。すなわち、本発明は、
(1)(A)ウッドチップ、(B)高分子化合物水性エマルションまたは水溶性高分子化合物水溶液および(C)末端イソシアネート基含有液状ウレタン樹脂を含んでなり、 ( ) に対する ( ) および ( ) に含まれる合計水量の重量比が、100:25〜100であるウッドチップ舗装材組成物、
(2)(A)ウッドチップ、(B)高分子化合物水性エマルションおよび(C)末端イソシアネート基含有液状ウレタン樹脂の乾燥固形分重量比が、100:2〜40:10〜80である前記(1)記載のウッドチップ舗装材組成物、
(3)(A)ウッドチップ、(B)水溶性高分子化合物水溶液および(C)末端イソシアネート基含有液状ウレタン樹脂の乾燥固形分重量比が、100:0.5〜5:10〜80である前記(1)記載のウッドチップ舗装材組成物、
(4)末端イソシアネート基含有液状ウレタン樹脂がNCO含有率5〜20重量%のものである前記(1)記載のウッドチップ舗装材組成物、および
(5)さらに粒状ゴム、プラスチックチップ、砂、石、セメントから選択された一種以上を含んでなる前記(1)記載のウッドチップ舗装材組成物、
である。
【0005】
本発明の最も大きな特徴は、バインダー成分として(B)高分子化合物の水性エマルションまたは水溶性高分子化合物水溶液および(C)末端イソシアネート基含有液状ウレタン樹脂を併用することにある。該ウレタン樹脂と高分子化合物水性エマルションまたは水溶性高分子化合物水溶液とが混合撹拌されることにより、両者は容易に分散し、その分散液のなかでウレタン樹脂に含まれるイソシアネート基が高分子化合物水性エマルションまたは水溶性高分子水溶液中の水と反応し、バインダー相の粘度が上昇するとともに、副成する炭酸ガスによってバインダーの体積が増大する。その結果、バインダーのウッドチップへの吸収が押さえられると同時にウッドチップ間の接着界面が増大するので、ウッドチップの木質色が保持され、且つバインダー効率が高められる。ウレタン樹脂は高分子化合物水性エマルションまたは水溶性高分子化合物水溶液中の水のみで反応、発泡させ得るため、余剰の水を必要とせず、ウッドチップ含有の水分量を低位に管理しておくと舗装材の収縮も小さく押さえることができる。
【0006】
ウッドチップは比重が小さく毛細管が多いため、液状態のバインダーを吸収しやすい。バインダーがウッドチップに吸収されるとウッドチップ本来の木質色を失わせるとともにバインダー効率は著しく低下する。バインダーのウッドチップへの過度の吸収を抑制するためにはバインダー粘度を高くしておくことが考えられが、最初から粘度の高いバインダーを用いるとウッドチップとの混練作業性を低下させる。しかし、本発明の舗装材組成物においては、混練後に粘度が上昇してくるために、作業性を阻害することなくバインダーのウッドチップへの吸収を押さえることができ、木質本来の色調を保持した舗装面が得られる。
ウッドチップ舗装に用いられるチップの形状は1mm程度のものから数cm程度の破砕された木片からなっているため、舗装層は空隙の多いものとなり、また舗装層の歩行感や透水性の目的からその空隙を残したままで固化される。かかる条件から、ウッドチップ間の接着は点接着となるので、舗装層の強度を確保するためには接着点の数を増やす必要がある。
本発明に従って高分子化合物の水性エマルションまたは水溶性高分子化合物水溶液と末端イソシアネート基含有液状ウレタン樹脂を併用した場合には、該ウレタン樹脂と水との反応によって副成する炭酸ガスによりバインダー相が発泡して体積が増加し、ウッドチップ間の接着面積が増大するため、少ないバインダー量で高い強度を得ることができる。また本発明による舗装材組成物においては、高分子化合物または高分子化合物水溶液単独、あるいは該ウレタン樹脂単独でウッドチップを固化させる場合よりも早期に強度が発現し、舗装面の早期解放が可能となる。
【0007】
【発明の実施の形態】
次に、本発明のウッドチップ舗装組成物についてさらに詳細に説明する。
本発明で使用するウッドチップとは、間伐材や建築廃材などの古材をチッピング処理したもので、その大きさは特に限定されないが、大略長さが5cm以下、幅が3cm以下、厚さが5mm以下のものが望ましい。ウッドチップに含まれる水分は5〜100%のものが使用できるが、水分が多いほど乾燥収縮が大きくなり、クラックやソリの原因となるので、5〜30%のものが好ましい。
本発明に用いる高分子化合物水性エマルションとしては、アクリル樹脂エマルション、アクリル−スチレン共重合エマルション、酢酸ビニルエマルション、エチレン−酢酸ビニル共重合エマルション、スチレン−ブタジエンラテックス、アクリロニトリル−ブタジエンラテックス、MMA−ブタジエンラテックス、ポリクロロプレンラテックス等があげられる。ラテックスに用いられる界面活性剤のイオン性は問わない。ラテックスの固形分濃度は高過ぎると混練性が悪く、また低過ぎると過剰の水分となるために乾燥収縮が起こる。好ましい固形分濃度は40〜60%である。
【0008】
本発明で用いる水溶性高分子化合物水溶液は、ポビニルアルコール、カゼイン、カルボキシメチルセルロース、メチルセルロース、ポリアクリル酸塩、ポリエチレンオキシド、アルギン酸などの水溶性高分子化合物の水溶液があげられる。水溶液の濃度は水溶性高分子化合物の水溶解性が異なるために一概に言えないが、舗装材の乾燥収縮の視点からできうる限り高い濃度であることが好ましい。
例えば、ポビニルアルコールの場合では10%程度の水溶液が好ましい。
本発明では用いる末端イソシアネート基含有液状ウレタン樹脂は、ポリイソシアネート化合物とポリオール(2以上の活性水素を有する分子量1,000〜3,000の化合物)を、イソシアネート基(NCO)過剰の条件で反応させて得られる常温(25℃)で液状のウレタンプレポリマーである。このようなポリイソシアネート化合物としてはトルエンジイソシアネート、ジフェニルメタンジイソシアネート、キシリレンジイソシアネート等の芳香族イソシアネート類、もしくはこれらの誘導体、アダクト体等が使用できる。また、ポリオールとしては、ポリウレタン技術分野において一般的に使用されるポリエステルポリオール、ポリエーテル系ポリオール、ポリカーポネート系ポリオール、ポリブタジエン系ポリオール、ポリイソプレン系ポリオール等が使用できる。該ウレタン樹脂合成の際にポリオール類と共に、鎖延長剤を併用することも好ましい態様である。
【0009】
末端イソシアネート基含有液状ウレタン樹脂のNCO含有量は5〜20%で、5%以下の場合は十分な発泡効果が期待できず、20%以上の場合は発泡が大きくなり舗装材としての強度が弱くなる。
本発明のウッドチップ舗装材組成物においては、(A)、(B)および(C)の必須構成成分以外に、必要に応じて、粒状ゴム、プラスチックチップ、砂、石などの骨材やセメントなどを加えて舗装材の風合いや歩行感を変えることもできる。ウッドチップ以外に加える骨材やセメントの配合量は、骨材の大きさやセメントの種類、配合目的によって異なるために一概に言えないが、例えばゴムチップの場合、ウッドチツプの風合いを損わずに弾性感、耐摩耗性を付与するためには、10〜50重量%であることが好ましい。
また顔料を加えることによって色調を選択変更することもできる。さらに耐候安定剤、防腐剤などを加えて耐久性を向上させることもできる。末端イソシアネート基含有液状ウレタン樹脂の粘度調整、水との反応性、発泡度を調整するために溶剤を加えることもできる。
本発明に使用する成分の使用割合は、成分の種類によって異なってくるが、ウッドチップ:高分子化合物水性エマルション:末端イソシアネート基含有液状ウレタン樹脂の乾燥固形分重量比は100:2〜40:10〜80、好ましくは100:5〜30:15〜50であり、ウッドチップ:水溶性高分子化合物水溶液:末端イソシアネート基含有液状ウレタン樹脂ーの乾燥固形分重量比は100:0.5〜5:10〜80、好ましくは100:1〜3:15〜50である。
【0010】
本発明の効果を発揮させるためには、(A)、(B)および(C)からなる組成物において、(C)に対する水の量が必要にして且つ少ないほど舗装材の低収縮性や耐水性には有利である。従って、(C)に対する(A)および(B)に含まれる合計水量の重量比は、100:20〜120、好ましくは100:25〜100である。水の重量比が120より多くなると固化性や硬化体の耐水性が不足し収縮も大きくなる。また、水の重量比が20より少なくなると十分な発泡効果が得られず、色調、強度とも低下する。
本発明のウッドチップ舗装材組成物の混合方法はウッドチップにバインダー樹脂を添加混合して練り上げる。バインダーの添加順序は特に問わず、水性エマルションまたは水溶性高分子化合物水溶液を添加してから末端イソシアネート基含有液状ウレタン樹脂を添加してもよく、または先に該ウレタン樹脂を添加してから水性エマルションまたは水溶性高分子化合物水溶液を添加してもよい。あるいは予め別途に水性エマルションまたは水溶性高分子化合物水溶液と該ウレタン樹脂とを混合撹拌したものを添加してもよい。
混合撹拌されたウッドチップ舗装材は路盤上に敷き詰められ、木ずりなどで均一に敷きならした後、ローラー、転圧機、振動ソイルコンバクターなどで転圧して仕上げる。また、撹拌混合したウッドチップ舗装材組成物を型枠の中で成型し、これを路盤上に敷き詰めることもできる。
【0011】
【実施例】
次に実施例および比較例をあげて本発明をさらに具体的に説明するが、本発明はそれらに制限されるものではない。
実施例1
乾燥重量100重量部のウッドチップ(建築廃材チップで、長さおよび幅1〜3cm、厚さ1〜5mm、含水率10%のもの)をミキサーに入れ、これにTDI系ウレタンプレポリマー(タケネートF−135、武田薬品工業(株)製、NCO7%、粘度9,000cps)40重量部を添加混合し、ついで変性アクリルエマルション(ウルトラゾールA50、ガンツ化成(株)製、固形分濃度50%、粘度220cps、pH7)40重量部を添加してよく混合し、舗装材を得た。
この舗装材を型枠に詰め、23℃、65%RHの室温で7日間養生して供試体を作成した。作成した供試体について次に揚げる各項目の試験を行いその結果を舗装材の配合とともに〔表1〕および〔表2〕に示した。
【0012】
試験項目
a.比重
養生終了後の供試体の重量と体積を測定し、計算により比重を求めた。
b.曲げ強度
4×4×16cmの供試体をJISR5201「セメントの物理試験方法」に準拠した3等分点荷重によりその曲げ強度を測定した。試験機は島津製作所製AGS500Bを用いた(荷重速度5mm/分)。
c.耐水曲げ強度
供試体を常温水中に24時間浸漬し、取り出し後直ちに上記条件にて曲げ強度を測定した。
d.衝撃吸収性
(1)GB反発試験
ゴルフボールを100cmの高さから自由落下させたとき、バウンドする高さ(GB係数)を測定した。
(2)SB反発試験
直径1インチの硬球を100cmの高さから自由落下させたとき、バウンドする高さ(SB係数)を測定した。
e.透水性
30×60×3cmに作成した供試体を用いた。
日本道路公団規格の排水性アスファルト舗装の現場透水試験機を用いた。透水試験機の円筒の中の水400mlが排水されるまでの経過時間を計測することにより供試体の透水性能を比較した。
【0013】
f.摩耗性
武田薬品工業(株)製アスレチック試験機により、供試体表面の耐摩耗性を評価した。試験機は回転する荷重アームが供試体表面を打撃するようにできており、人間の歩行行動作に極めて似た動きをする。
荷重アーム先端に取り付けられた靴底は、ミズノ(株)製ジョギングシューズを用いた。供試体にかかる荷重を60kgに設定し、毎分60回転で回転アームを作動させて、1,000回後の供試体の摩耗度を測定した。摩耗度は、摩耗凹みを6号珪砂で埋めもどし、使用した珪砂の量で表した。
g.木質色調
固化した舗装材表面を観察し、使用したウッドチップの元の色調との相違を判定した。元の色調を保持したものを○、バインダーの吸収等で黒ずんだ色調に変化したものを×、両者の中間のものを△と評価した。
h.収縮率
型枠との間に拘束の無い状態で作成した30×60×3cmの供試体の寸法を7日間養生の後に測定し、収縮率を測定した。
試験結果
供試体の強度、衝撃吸収性、透水性、摩耗性、木質の色調保持性、収縮率の各物性はいずれも良好であり、外観、歩行性、耐久性に優れた舗装材であることが証明された。
【0014】
実施例2
実施例1で用いたと同様のウッドチップ100重量部、ウルトラゾールA5010重量部、タケネートF−135 55重量部を用いて実施例1と同様の操作により供試体を作成し各種試験を行った。舗装材の配合を〔表1〕に、試験の結果である舗装材の物性を〔表2〕に示した。本実施例2は実施例1に比べて高分子化合物水性エマルションの使用割合を少なくし、ウレタンプレポリマーの使用割合を多くしたものであるが、供試体の強度および低収縮化は一層向上した。
実施例3
実施例1で用いたと同様のウッドチップ100重量部、タケネートF−13540重量部および変性SBRラテックス(クロスレン2M613、武田薬品工業(株)製、固形分濃度48%、粘度220cps、pH7)42重量部を使用して、実施例1と同様の操作により供試体を作成し各種試験を行った。舗装材の配合を〔表1〕に、試験の結果である舗装材の物性を〔表2〕に示した。本実施例3は使用する高分子化合物水性エマルションの種類を変えたものであるが、供試体の物性は非常に良好なものであった。
【0015】
実施例4
実施例1で用いたと同様のウッドチップ100重量部、タケネートF−13557重量部、水溶性高分子化合物水溶液(PVA 117水溶液、クラレ(株)製、濃度10%)30重量部を用いて、実施例1と同様の操作により供試体を作成し各種試験を行った。舗装材の配合を〔表1〕に、試験の結果である舗装材の物性を〔表2〕に示した。本実施例4は高分子化合物水性エマルションに代えて水溶性高分子化合物の水溶液を用いたものであるが、前記各実施例で得たものと同様に良好な結果が得られた。
実施例5
実施例1で用いたと同様のウッドチップ80重量部、タイヤゴムチップ(800H、ミサワ東洋(株)製)20重量部とバインダーとして、タケネートF−135 40重量部、クロスレン2M−613 42重量部を用いて、実施例1と同様の操作により供試体を作成し各種試験を行った。舗装材の配合を〔表1〕に、試験の結果である舗装材の物性を〔表2〕に示した。本実施例5はウッドチツプにゴムチップを加えて用いたものであるが、前記各実施例で得たものと同様に良好な結果が得られた。
【0016】
比較例1
実施例1で用いたと同様のウッドチップ100重量部と、バインダーとしてウルトラゾールA50 120重量部を用いて実施例1と同様の操作により供試体を作成し、各種試験を行った。舗装材の配合を〔表1〕に、試験の結果である舗装材の物性を〔表2〕に示した。本比較例1はバインダーにウレタンプレポリマーを使用しなかった例であるが、得られた供試体は常態での強度は得られたものの、耐水強度が著しく低く、また水に浸漬すると白濁し、木質の色調も黒ずんだものになった。さらに、乾燥収縮率も大きかった。
比較例2
実施例1で用いたと同様のウッドチップ100重量部と、バインダーとしてタケネートF−135 60重量部を用いて実施例1と同様の操作により供試体を作成し、各種試験を行った。舗装材の配合を〔表1〕に、試験の結果である舗装材の物性を〔表2〕に示した。本比較例2はバインダーにウレタンプレポリマーのみを用いた例であるが、舗装材が固化するまでにかなりの量のバインダーがウッドチップに吸収されてしまい、常態においも充分な強度は得られなかった。また木質の色調も黒ずんだものとなった。
【0017】
比較例3
実施例1で用いたウッドチップを調湿して含水率33%としたものを乾燥重量で100重量部と、バインダーとしてタケネートF−135 60重量部を用いて実施例1と同様の操作により供試体を作成し、各種試験を行った。舗装材の配合を〔表1〕に、試験の結果である舗装材の物性を〔表2〕に示した。本比較例3はウッドチップの含水率を上げ、バインダーとしてウレタンプレポリマーのみを用いた例であるが、得られた供試体は強度は満足すべきものであったものの、乾燥収縮率が大きなものとなった。
【0018】
【表1】

Figure 0003598003
【0019】
【表2】
Figure 0003598003
【0020】
【発明の効果】
本発明のウッドチップ舗装材組成物は、(1)少ないバインダー量で接着強度がえられる、(2)ウッドチップ本来の色調を保持した舗装層を与える、(3)収縮率の低い舗装層を与える、(4)強度、弾性、摩耗性、透水性、耐水性に優れた舗装層を与える、(5)固化が早く施工後の解放に至るまでの時間が短い、(6)低コストで施工できる、といった効果面での特長を有している。[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a cold-cured wood chip pavement comprising wood chips and an elastic binder resin.
[0002]
[Prior art]
A method has been developed in which wood chips are mixed with an elastic binder resin, spread over a roadbed, solidified, and used as a park promenade, a jogging road, a golf course path, or the like. Examples of the elastic binder resin include aqueous emulsions of vinyl-based or diene-based synthetic resins, asphalt emulsions (JP-A-2-248505, JP-A-6-17403), and urethane prepolymers (JP-A-3-96503, JP-A-4-347202, JP-A-8-81907) is used.
[0003]
[Problems to be solved by the invention]
However, pavement materials using an aqueous emulsion as a binder not only take a long time to solidify due to solidification due to evaporation of moisture, but also have a problem that the binder efficiency is poor because the binder is absorbed by wood chips. . Further, since the water resistance of the binder is inferior, there is also a problem that whitening occurs when the pavement is flooded, and it is difficult to secure the water resistance of the pavement material. Furthermore, since wood chips themselves can contain a large amount of water, when an aqueous emulsion is used as a binder, a large amount of water is absorbed by the wood chips, and the pavement material shrinks when the water evaporates after paving. In some cases, cracks and warpage may occur in the pavement layer, and the pavement function may be significantly reduced.
On the other hand, a pavement material using a moisture-curable liquid urethane prepolymer as a binder solidifies by reaction with moisture, but the curing speed and physical properties after curing depend on the moisture content in wood chips, construction environment humidity, temperature, etc. There is a problem that it is difficult to secure stable performance. Further, since the liquid urethane prepolymer is absorbed by the wood chips, there is a problem that not only the binder efficiency is reduced but also the woody color of the wood chips is changed.
In addition, when urethane prepolymer is used as a binder, if the wood chips do not contain a significant amount of water, the binder will be absorbed by the wood chips before it solidifies by reacting with water and will work effectively as a binder. For this reason, there is a case where the paving material has to be produced under conditions that are disadvantageous for low shrinkage such as pre-wetting the wood chips with water.
Therefore, the present invention, in the wood chip pavement, to produce a higher bonding effect with a smaller amount of binder, that is, excellent binder efficiency, retain the original color tone of the wood chip, wood chip pavement material with a low shrinkage further. To provide.
[0004]
[Means for Solving the Problems]
In order to solve the above problems, intensive result of extensive research (A) wood chips, (B) a polymer compound aqueous Emarusho comma other and a water-soluble polymer compound aqueous solution (C) terminal isocyanate groups-containing liquid urethane resin Ri Na comprise, by weight of the total amount of water contained in the (a) and (B) for (C) is 100: 25 to 100 der Ru paving material not only the binder efficiency is improved, It has been found that the color tone of the pavement surface can maintain the original color tone of the wood chip, and that if the amount of water contained in the wood chip used is set to a low level, the shrinkage will be small, and further studies have been made according to the present invention. Was completed. That is, the present invention
(1) (A) wood chips, (B) a polymer compound aqueous Emarusho comma others Ri name contains a water-soluble polymer compound solution and (C) a terminal isocyanate group-containing liquid urethane resin, for (C) (A ) and (the weight ratio of total water contained in B) is 100: 25 to 100 der Ru woodchip pavement composition,
(2) The weight ratio of dry solid content of (A) wood chips, (B) aqueous polymer compound emulsion and (C) liquid urethane resin containing terminal isocyanate group is 100: 2 to 40:10 to 80 in the above (1). A) a wood chip pavement composition as described above;
(3) The dry solid content weight ratio of (A) wood chips, (B) aqueous solution of a water-soluble polymer compound and (C) liquid urethane resin containing terminal isocyanate group is 100: 0.5 to 5:10 to 80. The wood chip pavement composition according to the above (1),
(4) The wood chip pavement composition according to the above (1), wherein the liquid urethane resin containing a terminal isocyanate group has an NCO content of 5 to 20% by weight, and (5) a granular rubber, a plastic chip, sand, and stone. A wood chip pavement composition according to the above (1), comprising one or more selected from cement.
It is.
[0005]
The most significant feature of the present invention, aqueous Emarusho comma other as the binder component (B) polymer compound lies in a combination of an aqueous solution-soluble polymer compound and (C) a terminal isocyanate group-containing liquid urethane resin. The urethane resin and the polymer compound aqueous Emarusho comma other by the water-soluble polymer compound aqueous solution is stirred and mixed, both easily dispersed, isocyanate groups contained in the urethane resin among the dispersion is high molecular compound aqueous Emarusho comma others react with water in the water-soluble polymer solution, along with the viscosity of the binder phase is increased, the volume of the binder is increased by carbon dioxide gas byproduct. As a result, the absorption of the binder into the wood chips is suppressed, and at the same time, the bonding interface between the wood chips is increased, so that the wood color of the wood chips is maintained and the binder efficiency is increased. Urethane resin polymer compound aqueous Emarusho comma others only react with water-soluble polymer compound in the aqueous solution, because they can be foamed, without the need for excess water, and managing the moisture content of wood chips contained in the low Otherwise, the shrinkage of the pavement material can be kept small.
[0006]
Wood chips have a low specific gravity and have many capillaries, so that they can easily absorb a binder in a liquid state. When the binder is absorbed by the wood chips, the wood color inherent in the wood chips is lost, and the binder efficiency is significantly reduced. In order to suppress the excessive absorption into the binder of wood chips it is thought that keep high binder viscosity, but reduce the kneading workability and wood chips With high initially viscous binder. However, in the paving material composition of the present invention, since the viscosity increases after kneading, the absorption of the binder into the wood chips can be suppressed without impairing the workability, and the original color tone of wood is maintained. A paved surface is obtained.
Since the shape of the chips used for wood chip pavement consists of crushed wood pieces of about 1 mm to several cm, the pavement layer has many voids, and the purpose of walking feeling and water permeability of the pavement layer It is solidified while leaving the voids. Under these conditions, the bonding between the wood chips is point bonding, so that it is necessary to increase the number of bonding points in order to ensure the strength of the pavement layer.
When aqueous Emarusho comma other polymer compounds in combination of a water-soluble polymeric compound solution and terminal isocyanate group-containing liquid urethane resin according to the present invention, the binder by carbon dioxide gas byproduct by the reaction of the urethane resin and water Since the phase foams to increase the volume and increase the bonding area between the wood chips, high strength can be obtained with a small amount of binder. Further, in the paving material composition according to the present invention, the strength is expressed earlier than when the wood chip is solidified with the polymer compound or the polymer compound aqueous solution alone or the urethane resin alone, and the pavement surface can be released earlier. Become.
[0007]
BEST MODE FOR CARRYING OUT THE INVENTION
Next, the wood chip pavement composition of the present invention will be described in more detail.
The wood chip used in the present invention is obtained by chipping an old material such as thinned wood or construction waste material. The size thereof is not particularly limited, but the length is approximately 5 cm or less, the width is 3 cm or less, and the thickness is not limited. Those having a size of 5 mm or less are desirable. The water content of the wood chips may be 5 to 100%, but the larger the water content, the greater the drying shrinkage, which may cause cracks and warpage. Therefore, a water content of 5 to 30% is preferable.
As the polymer compound aqueous emulsion used in the present invention, acrylic resin emulsion, acryl-styrene copolymer emulsion, vinyl acetate emulsion, ethylene-vinyl acetate copolymer emulsion, styrene-butadiene latex, acrylonitrile-butadiene latex, MMA-butadiene latex, And polychloroprene latex. The ionicity of the surfactant used in the latex does not matter. If the solids content of the latex is too high, the kneading properties are poor, and if the solids content is too low, excess moisture results in drying shrinkage. The preferred solid content concentration is 40 to 60%.
[0008]
The aqueous solution of a water-soluble polymer compound used in the present invention includes an aqueous solution of a water-soluble polymer compound such as polyvinyl alcohol, casein, carboxymethyl cellulose, methyl cellulose, polyacrylate, polyethylene oxide, and alginic acid. The concentration of the aqueous solution cannot be unconditionally determined because the water solubility of the water-soluble polymer compound is different, but is preferably as high as possible from the viewpoint of drying shrinkage of the pavement material.
For example, in the case of polyvinyl alcohol, an aqueous solution of about 10% is preferable.
The terminal isocyanate group-containing liquid urethane resin used in the present invention is obtained by reacting a polyisocyanate compound with a polyol (a compound having a molecular weight of 1,000 to 3,000 having two or more active hydrogens) under an isocyanate group (NCO) excess condition. Is a urethane prepolymer that is liquid at room temperature (25 ° C.). As such a polyisocyanate compound, aromatic isocyanates such as toluene diisocyanate, diphenylmethane diisocyanate, and xylylene diisocyanate, or derivatives or adducts thereof can be used. As the polyol, polyester polyols, polyether-based polyols, polycarbonate-based polyols, polybutadiene-based polyols, polyisoprene-based polyols and the like generally used in the polyurethane technical field can be used. It is also a preferred embodiment to use a chain extender together with the polyols during the synthesis of the urethane resin.
[0009]
The NCO content of the isocyanate group-containing liquid urethane resin is 5 to 20%. When the NCO content is 5% or less, a sufficient foaming effect cannot be expected. When the NCO content is 20% or more, foaming increases and the strength as a pavement material is weak. Become.
In the wood chip paving material composition of the present invention, in addition to the essential components of (A), (B) and (C), aggregates such as granular rubber, plastic chips, sand and stone, and cement may be used, if necessary. You can also change the texture and walking feeling of the pavement material by adding other factors. The amount of aggregate and cement to be added in addition to wood chips cannot be specified unconditionally because it differs depending on the size of the aggregate, the type of cement, and the purpose of blending.However, in the case of rubber chips, for example, elasticity without impairing the texture of wood chips In order to impart abrasion resistance, the content is preferably 10 to 50% by weight.
The color tone can be selectively changed by adding a pigment. Furthermore, durability can be improved by adding a weather resistance stabilizer, a preservative, and the like. A solvent can also be added to adjust the viscosity of the terminal isocyanate group-containing liquid urethane resin, the reactivity with water, and the degree of foaming.
The use ratio of the components used in the present invention varies depending on the type of the components. The dry solid content weight ratio of the wood chip: the polymer compound aqueous emulsion: the terminal isocyanate group-containing liquid urethane resin is 100: 2 to 40:10. -80, preferably 100: 5-30: 15-50, and the dry solid content weight ratio of wood chip: water-soluble polymer compound aqueous solution: liquid urethane resin containing terminal isocyanate group is 100: 0.5-5: It is 10-80, preferably 100: 1-3: 15-50.
[0010]
In order to exert the effects of the present invention, in the composition comprising (A), (B) and (C), the amount of water relative to (C) is required and the smaller the amount of water, the lower the shrinkage and water resistance of the pavement material. It is advantageous for sex. Therefore, the weight ratio of the total amount of water contained in (A) and (B) to (C) is 100: 20 to 120, preferably 100: 25 to 100. When the weight ratio of water is more than 120, the solidification property and the water resistance of the cured product become insufficient, and the shrinkage becomes large. On the other hand, if the weight ratio of water is less than 20, a sufficient foaming effect cannot be obtained, and both the color tone and the strength decrease.
In the mixing method of the wood chip pavement material composition of the present invention, a binder resin is added to and mixed with wood chips and kneaded. The order of addition of the binder is not particularly limited, aqueous Emarusho comma others may be added to terminal isocyanate group-containing liquid urethane resin after the addition of water-soluble polymer compound solution, or previously by the addition of the urethane resin aqueous Emarusho comma other from may be added a water-soluble polymer compound solution. Alternatively pre-aqueous Emarusho comma other separately may be added a mixture stirs the water-soluble polymer compound aqueous solution and the urethane resin.
The mixed and stirred wood chip pavement material is spread over the roadbed, spread evenly with a lath, and then rolled with rollers, a rolling machine, a vibratory soil converter, and the like. Further, the wood chip pavement composition mixed and stirred can be molded in a mold and spread over the roadbed.
[0011]
【Example】
Next, the present invention will be described more specifically with reference to Examples and Comparative Examples, but the present invention is not limited thereto.
Example 1
100 parts by weight of dry weight wood chips (construction waste chips having a length and width of 1 to 3 cm, a thickness of 1 to 5 mm, and a water content of 10%) are put into a mixer, and a TDI-based urethane prepolymer (Takenate F) is added thereto. -135, 40 parts by weight of NCO 7%, viscosity 9,000 cps, manufactured by Takeda Pharmaceutical Co., Ltd. were added and mixed, and then a modified acrylic emulsion (Ultrasol A50, manufactured by Ganz Kasei Co., Ltd., solid content concentration 50%, viscosity) 220 cps, pH 7) 40 parts by weight were added and mixed well to obtain a pavement material.
The paving material was packed in a mold and cured at room temperature of 23 ° C. and 65% RH for 7 days to prepare a specimen. The prepared specimens were tested for the following items, and the results are shown in Tables 1 and 2 together with the composition of the paving material.
[0012]
Test item a. After completion of the specific gravity curing, the weight and volume of the test specimen were measured, and the specific gravity was determined by calculation.
b. A specimen having a flexural strength of 4 × 4 × 16 cm was measured for flexural strength by a trisection load according to JISR5201 “Physical Testing Method for Cement”. The tester used was AGS500B manufactured by Shimadzu Corporation (load speed 5 mm / min).
c. The specimen was immersed in water at room temperature for 24 hours, and immediately after being taken out, the flexural strength was measured under the above conditions.
d. Impact Absorbency (1) GB Rebound Test When a golf ball was dropped freely from a height of 100 cm, the height at which it bounced (GB coefficient) was measured.
(2) SB rebound test When a hard ball having a diameter of 1 inch was freely dropped from a height of 100 cm, the height at which it bounced (SB coefficient) was measured.
e. A specimen prepared to have a water permeability of 30 × 60 × 3 cm was used.
The site permeation tester of drainage asphalt pavement of Japan Highway Public Corporation standard was used. The permeation performance of the specimens was compared by measuring the elapsed time until 400 ml of water in the cylinder of the permeability tester was drained.
[0013]
f. Abrasion resistance The abrasion resistance of the specimen surface was evaluated using an athletic tester manufactured by Takeda Pharmaceutical Co., Ltd. The test machine is configured such that a rotating load arm hits the surface of the test piece, and the motion is very similar to a human walking motion.
A jogging shoe manufactured by Mizuno Corporation was used for the shoe sole attached to the tip of the load arm. The load applied to the specimen was set to 60 kg, the rotating arm was operated at 60 revolutions per minute, and the abrasion degree of the specimen after 1,000 times was measured. The degree of abrasion was represented by the amount of silica sand used to fill back the abrasion depressions with No. 6 silica sand.
g. The surface of the pavement material having solidified woody color was observed, and a difference from the original color tone of the used wood chip was determined. A sample which retained the original color tone was evaluated as ○, a sample which changed to a dark color tone due to absorption of a binder or the like was evaluated as ×, and a sample intermediate between the two was evaluated as Δ.
h. The dimensions of a 30 × 60 × 3 cm specimen prepared without any restriction between the mold and the shrinkage ratio were measured after curing for 7 days, and the shrinkage ratio was measured.
Test results The specimen has good strength, shock absorption, water permeability, abrasion, wood color tone retention, shrinkage, and physical properties, and is a pavement material with excellent appearance, walkability, and durability. Was proved.
[0014]
Example 2
Using 100 parts by weight of the same wood chips as used in Example 1, 5010 parts by weight of Ultrasol A, and 55 parts by weight of Takenate F-135, a specimen was prepared in the same manner as in Example 1 and subjected to various tests. Table 1 shows the composition of the paving material, and Table 2 shows the physical properties of the paving material as a result of the test. In Example 2, although the use ratio of the polymer compound aqueous emulsion was reduced and the use ratio of the urethane prepolymer was increased as compared with Example 1, the strength and reduction in shrinkage of the test sample were further improved.
Example 3
100 parts by weight of the same wood chips as used in Example 1, 100 parts by weight of Takenate F-13540 parts and 42 parts by weight of a modified SBR latex (Croslen 2M613, manufactured by Takeda Pharmaceutical Co., Ltd., solid content concentration 48%, viscosity 220 cps, pH 7) Specimens were prepared by the same operation as in Example 1 and various tests were performed. Table 1 shows the composition of the paving material, and Table 2 shows the physical properties of the paving material as a result of the test. In Example 3, although the type of the polymer compound aqueous emulsion used was changed, the physical properties of the test sample were very good.
[0015]
Example 4
Using 100 parts by weight of the same wood chips as used in Example 1, Takenate F-13557 parts by weight, and 30 parts by weight of an aqueous solution of a water-soluble polymer compound (PVA 117 aqueous solution, manufactured by Kuraray Co., Ltd., concentration: 10%) Specimens were prepared in the same manner as in Example 1, and various tests were performed. Table 1 shows the composition of the paving material, and Table 2 shows the physical properties of the paving material as a result of the test. In Example 4, an aqueous solution of a water-soluble polymer compound was used in place of the aqueous emulsion of a polymer compound, and good results were obtained in the same manner as those obtained in each of the above Examples.
Example 5
80 parts by weight of the same wood chips as used in Example 1, 20 parts by weight of tire rubber chips (800H, manufactured by Misawa Toyo Co., Ltd.), and 40 parts by weight of Takenate F-135 and 42 parts by weight of Crosslen 2M-613 as binders. Specimens were prepared in the same manner as in Example 1, and various tests were performed. Table 1 shows the composition of the paving material, and Table 2 shows the physical properties of the paving material as a result of the test. In Example 5, a rubber chip was added to a wood chip, and good results were obtained in the same manner as in each of the above examples.
[0016]
Comparative Example 1
Using 100 parts by weight of the same wood chip as used in Example 1 and 120 parts by weight of Ultrasol A50 as a binder, a specimen was prepared by the same operation as in Example 1, and various tests were performed. Table 1 shows the composition of the paving material, and Table 2 shows the physical properties of the paving material as a result of the test. Comparative Example 1 was an example in which a urethane prepolymer was not used as a binder, but the obtained specimen had strength in a normal state, but had extremely low water resistance, and became turbid when immersed in water. The woody color has also turned dark. Furthermore, the drying shrinkage was also large.
Comparative Example 2
Specimens were prepared by the same operation as in Example 1 using 100 parts by weight of the same wood chips as used in Example 1 and 6060 parts by weight of Takenate F-135 as a binder, and subjected to various tests. Table 1 shows the composition of the paving material, and Table 2 shows the physical properties of the paving material as a result of the test. Comparative Example 2 is an example in which only a urethane prepolymer was used as the binder, but a considerable amount of the binder was absorbed by the wood chips before the pavement material was solidified, and sufficient strength was not obtained even in a normal state. Was. The woody color was also darkened.
[0017]
Comparative Example 3
The wood chips used in Example 1 were humidified to a moisture content of 33%, and provided in the same manner as in Example 1 using 100 parts by weight of dry weight and 60 parts by weight of Takenate F-135 as a binder. Specimens were prepared and various tests were performed. Table 1 shows the composition of the paving material, and Table 2 shows the physical properties of the paving material as a result of the test. Comparative Example 3 is an example in which the water content of wood chips was increased and only urethane prepolymer was used as a binder. The obtained specimens had satisfactory strength, but had a large drying shrinkage. became.
[0018]
[Table 1]
Figure 0003598003
[0019]
[Table 2]
Figure 0003598003
[0020]
【The invention's effect】
The wood chip pavement material composition of the present invention provides (1) a bonding layer with a small amount of binder, (2) a pavement layer that maintains the original color tone of wood chips, and (3) a pavement layer with a low shrinkage. Gives (4) Gives a pavement layer with excellent strength, elasticity, abrasion, water permeability and water resistance. (5) Quickly solidifies and takes less time to release after construction. (6) Construction at low cost It has the advantage of being able to do so.

Claims (5)

(A)ウッドチップ、(B)高分子化合物水性エマルションまたは水溶性高分子化合物水溶液および(C)末端イソシアネート基含有液状ウレタン樹脂を含んでなり、 ( ) に対する ( ) および ( ) に含まれる合計水量の重量比が、100:25〜100であるウッドチップ舗装材組成物。(A) wood chips, (B) a polymer compound aqueous Emarusho comma others Ri name contains a water-soluble polymer compound solution and (C) a terminal isocyanate group-containing liquid urethane resin, and (A) for (C) ( the weight ratio of the total amount of water contained in B) is 100: 25 to 100 der Ru woodchip pavement composition. (A)ウッドチップ、(B)高分子化合物水性エマルションおよび(C)末端イソシアネート基含有液状ウレタン樹脂の乾燥固形分重量比が、100:2〜40:10〜80である請求項1記載のウッドチップ舗装材組成物。2. The wood according to claim 1, wherein the dry solid content weight ratio of (A) a wood chip, (B) a polymer compound aqueous emulsion, and (C) a liquid urethane resin containing an isocyanate group at a terminal is 100: 2 to 40:10 to 80. 3. Chip pavement composition. (A)ウッドチップ、(B)水溶性高分子化合物水溶液および(C)末端イソシアネート基含有液状ウレタン樹脂の乾燥固形分重量比が、100:0.5〜5:10〜80である請求項1記載のウッドチップ舗装材組成物。The dry solid content weight ratio of (A) a wood chip, (B) an aqueous solution of a water-soluble polymer compound and (C) a liquid urethane resin having a terminal isocyanate group is from 100: 0.5 to 5:10 to 80. The wood chip pavement composition according to any one of the preceding claims. 末端イソシアネート基含有液状ウレタン樹脂がNCO含有率5〜20重量%のものである請求項1記載のウッドチップ舗装材組成物。The wood chip pavement composition according to claim 1, wherein the liquid urethane resin having a terminal isocyanate group has an NCO content of 5 to 20% by weight. さらに粒状ゴム、プラスチックチップ、砂、石、セメントから選択された一種以上を含んでなる請求項1記載のウッドチップ舗装材組成物。The wood chip pavement composition according to claim 1, further comprising one or more selected from granular rubber, plastic chips, sand, stone, and cement.
JP28981298A 1998-10-12 1998-10-12 Wood chip pavement composition Expired - Fee Related JP3598003B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28981298A JP3598003B2 (en) 1998-10-12 1998-10-12 Wood chip pavement composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28981298A JP3598003B2 (en) 1998-10-12 1998-10-12 Wood chip pavement composition

Publications (2)

Publication Number Publication Date
JP2000120011A JP2000120011A (en) 2000-04-25
JP3598003B2 true JP3598003B2 (en) 2004-12-08

Family

ID=17748099

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28981298A Expired - Fee Related JP3598003B2 (en) 1998-10-12 1998-10-12 Wood chip pavement composition

Country Status (1)

Country Link
JP (1) JP3598003B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005207117A (en) * 2004-01-22 2005-08-04 Gifuken Shinrin Kumiai Rengokai Wood chip pavement
JP2005207116A (en) * 2004-01-22 2005-08-04 Gifuken Shinrin Kumiai Rengokai Wood chip pavement
KR101401405B1 (en) * 2013-07-15 2014-05-30 동광산업주식회사 Floor panel using thinning-out tree sawdust and waterborn urethane binder

Also Published As

Publication number Publication date
JP2000120011A (en) 2000-04-25

Similar Documents

Publication Publication Date Title
US4564310A (en) Resilient paving composition for playfields sports fields and recreation areas
JPH01131704A (en) Method of applying polyurethane-based coatings and coating and gap filling and spray coating of playgrounds, sports fields and tennis fields
JP3598003B2 (en) Wood chip pavement composition
JP2001270772A (en) Pavement material
JP3597975B2 (en) Wood chip paving method
US3846364A (en) Resilient oil extended polyurethane surfaces
EP1939356B1 (en) Covering for paths, playing and sport areas and method for manufacturing such a covering
JPH11107205A (en) WOOD PAVEMENT MATERIAL COMPOSITION, METHOD FOR CONSTRUCTING WOOD PAVEMENT USING THE SAME, AND WOODEN PAVED STRUCTURE
JP2869459B2 (en) Elastic pavement
DK2776628T3 (en) Flooring sports areas and a method of producing
JP2869458B2 (en) Elastic pavement
JP3377437B2 (en) Material for water-permeable elastic pavement, water-permeable elastic pavement, and laying board for water-permeable elastic pavement
JPS5941501A (en) Polyurethane paving material
JP4087690B2 (en) Wood chip pavement composition and manufacturing method thereof
JP2546902B2 (en) Truck pavement method
JP3936065B2 (en) Binder composition for soil pavement, soil pavement, natural soil pavement method, and soil pavement
JP2004332521A (en) Composition for civil engineering, paving material, and greening material
JPH10140156A (en) Binder composition for soil pavement, soil pavement, natural soil pavement method, and soil pavement structure
JP2001234509A (en) Artificial lawn structure for soccer ground
JP2002356805A (en) Elastic pavement structure and method of manufacturing the same
KR100592914B1 (en) All-weather tennis court with non-slip acrylic layer
JP3640009B2 (en) Forming method of wood pavement
JP2915129B2 (en) Elastic pavement with sliding properties
JP2000273809A (en) Water-permeable elastic pavement material
JPS6037302A (en) Cushion body of pavement and production thereof

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040427

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20040624

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20040831

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20040910

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees