JP2004115306A - Composition for paving material and paving method - Google Patents

Composition for paving material and paving method Download PDF

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Publication number
JP2004115306A
JP2004115306A JP2002280232A JP2002280232A JP2004115306A JP 2004115306 A JP2004115306 A JP 2004115306A JP 2002280232 A JP2002280232 A JP 2002280232A JP 2002280232 A JP2002280232 A JP 2002280232A JP 2004115306 A JP2004115306 A JP 2004115306A
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JP
Japan
Prior art keywords
composition
binder
pavement
structural unit
pavement 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.)
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JP2002280232A
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Japanese (ja)
Inventor
Hideo Takamatsu
高松 秀雄
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.)
Kuraray Co Ltd
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Kuraray Co Ltd
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Filing date
Publication date
Application filed by Kuraray Co Ltd filed Critical Kuraray Co Ltd
Priority to JP2002280232A priority Critical patent/JP2004115306A/en
Publication of JP2004115306A publication Critical patent/JP2004115306A/en
Pending legal-status Critical Current

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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

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  • Road Paving Structures (AREA)
  • Compositions Of Macromolecular Compounds (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a composition for paving materials, by which pulverized wood, especially trees including branches and leaves generated on pruning. <P>SOLUTION: The composition for paving materials contains pulverized wood (A) and a binder (B). The binder (B) consists of a resin having a structural unit (i) based on an olefin and a structural unit (ii) based on an α, β-unsaturated carboxylic acid or its anhydride. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【産業上の利用分野】
本発明は、歩道、公園園路などに利用する舗装材料用組成物および舗装方法に関する。さらに詳しくは、本発明は、木の粉砕物、特に街路や公園などに植樹されている樹木を剪定した際に大量に発生する、枝葉なども含む樹木を粉砕したものを主成分とし、木材と接着性を有する樹脂をバインダーとして含有する舗装材料用組成物に関する。
【0002】
【従来の技術】
従来、歩道、遊歩道、公園園路、サイクリングロード、ジョギングロード、テニスコート、歩径路、運動場、広場での舗装に、砂、砂利、貝殻の粉砕物、木片、窯業焼成品の粉砕物、コンクリートの粉砕物などを骨材として用い、エポキシ樹脂を固結材として骨材を固結して舗装する方法が種々提案されている(例えば特許文献1〜特許文献3参照)。
他方、特に都市部において、近年、その住環境の改善の観点から緑化部の増加のため、多くの樹木が街路や公園などに植えられている。これらの樹木はその成長に応じ、あるいは樹姿を整えることによる景観の維持のため、定期的に剪定を行う必要がある。
【0003】
【特許文献1】
特開平8−259296号公報
【特許文献2】
特開平10−60804号公報
【特許文献3】
特開2002−37984公報
【0004】
【発明が解決しようとする課題】
上記した剪定により発生する、枝葉なども含む樹木の一部は、これまでも、自然環境への負荷の低減とリサイクルの観点から、堆肥化または腐葉土に加工して利用されていた。しかしながら、剪定により発生する樹木量の増大に伴い、これらの方法では処理しきれず、剪定により発生する樹木をやむを得ず焼却、埋め立てなどの最適とは言い難い処分方法によって処理せざるを得ない状況が生じている。特に、焼却による処分方法の場合には、現存する焼却炉の処理能力や、焼却により二酸化炭素が発生するなどの問題点を有している。
しかして、本発明の目的は、木の粉砕物、特に剪定により発生する枝葉なども含む樹木を、環境の観点から好ましくない焼却処理や、単に廃棄物とするのではなく、有効に利用し、歩道、遊歩道、公園園路などに適用可能な舗装材料用組成物および舗装方法を提供することにある。
【0005】
【課題を解決するための手段】
本発明者は、木の粉砕物、特に剪定により発生する、枝葉なども含む樹木を粉砕したものと、特定の構造単位を有する樹脂をバインダーとして用いる組成物、そして必要に応じてさらにエマルジョンおよび/または架橋剤を添加した組成物が、良好な硬化物を与え、施工の容易な舗装材料用組成物として利用できることを見出し、本発明を完成した。
【0006】
すなわち、本発明は、
▲1▼木の粉砕物(A)およびバインダー(B)を含有し、該バインダー(B)がオレフィンに基づく構造単位(i)とα,β−不飽和カルボン酸またはその無水物に基づく構造単位(ii)とを有する樹脂からなることを特徴とする舗装材料用組成物である。
また、本発明は、
▲2▼上記▲1▼の舗装材料用組成物にエマルジョン(C)をさらに含有する舗装材料用組成物である。
さらに、本発明は、
▲3▼上記▲1▼または▲2▼の舗装材料用組成物に架橋剤(D)をさらに含有する舗装材料用組成物である。
【0007】
上記▲1▼〜▲3▼の舗装材料用組成物においては、木の粉砕物(A)が剪定により発生した樹木を粉砕したものであること、さらに、バインダー(B)がイソブチレンと無水マレイン酸の交互共重合体樹脂またはその変性物であることが、好適な実施態様である。
そして、本発明は、
▲4▼上記した▲1▼〜▲3▼のいずれかの舗装材料用組成物を敷きならして転圧する舗装方法である。
【0008】
【発明の実施の形態】
本発明で使用する木の粉砕物(A)は、材木を粉砕したものも当然包含するが、廃棄物の削減という観点から、好ましくは街路や公園などに植えられている樹木の剪定により発生する、枝葉なども含む樹木を粉砕したものが使用される。樹木の種類には何ら制限はなく、何種類かが混合された状態、さらには幹、枝、葉など樹木の各部が混合されたままのものであっても何ら差し支えはない。
【0009】
木の粉砕物(A)の形状、大きさなどは目的に応じ任意に決定され得る。しかしながら、遊歩道などの人が歩くことを前提にした舗装材料用組成物としての使用に際しては、歩行時の感触の観点から、通常、粉砕物の有する最大長さが5mm〜10cmの範囲に粉砕されたものを用いるのが好ましい。
【0010】
本発明で使用するバインダー(B)は、オレフィンに基づく構造単位(i)とα,β−不飽和カルボン酸またはその無水物に基づく構造単位(ii)とを有する樹脂からなる。かかる樹脂は、例えばオレフィンとα,β−不飽和カルボン酸またはその無水物を、それらを溶解する溶媒中でラジカル開始剤によりラジカル重合させることにより得られる。
【0011】
オレフィンに基づく構造単位(i)に使用できるオレフィンとしては、例えばエチレン、プロピレン、1−ブテン、2−ブテン、イソブチレン、n−ペンテン、2−メチル−1−ブテン、n−ヘキセン、2−メチル−1−ペンテン、3−メチル−1−ペンテン、4−メチル−1−ペンテン、2−エチル−1−ブテン、ジイソブチレンなどが挙げられる。これらの中でもイソブチレンが特に好ましい。
【0012】
α,β−不飽和カルボン酸またはその無水物に基づく構造単位(ii)に使用できるα,β−不飽和カルボン酸またはその無水物としては、例えば(メタ)アクリル酸、無水マレイン酸、マレイン酸、イタコン酸、クロトン酸、フマール酸、メサコン酸およびそれらの酸無水物などが挙げられる。これらの中でも無水マレイン酸が特に好ましい。
【0013】
このオレフィンに基づく構造単位(i)とα,β−不飽和カルボン酸またはその無水物に基づく構造単位(ii)とを有する樹脂には、本発明の主旨を損なわない範囲で(メタ)アクリル酸メチル、(メタ)アクリル酸エチル、(メタ)アクリル酸プロピルなどの(メタ)アクリル酸エステル;スチレンなどの芳香族ビニル化合物などがさらに共重合されていてもよい。
【0014】
また、該オレフィンに基づく構造単位(i)とα,β−不飽和カルボン酸またはその無水物に基づく構造単位(ii)とを有する樹脂の数平均分子量は、バインダーとしての性能および後述する水への溶解性の観点から、6000〜100000の範囲であることが好ましい。
【0015】
本発明で使用するバインダー(B)として用いるのに特に好適なのは、上記したとおり、オレフィンに基づく構造単位(i)としてイソブチレンを、α,β−不飽和カルボン酸またはその無水物に基づく構造単位(ii)として無水マレイン酸を用いて重合されるイソブチレン−無水マレイン酸交互共重合体系樹脂である。該樹脂は、重合後に、その無水マレイン酸残基の少なくとも一部をアンモニアまたはアミンと反応させてアミドに変換させた変性物、さらに加熱によりイミド基に変換させた変性物として用いることもできる。
【0016】
上記してきた、オレフィンに基づく構造単位(i)とα,β−不飽和カルボン酸またはその無水物に基づく構造単位(ii)とを有する樹脂をバインダー(B)として使用する際は、作業性などの観点から、カルボキシル基またはその無水物残基(無水マレイン酸を用いた場合は無水マレイン酸残基)の少なくとも一部、好適には30〜100%をアルカリ化合物により水中で中和して水溶性を付与し、水溶液として使用するのが極めて好ましい。なお、共重合体中に酸無水物基が存在するときは、該酸無水物基はカルボキシル基2個に相当するものとしてアルカリ化合物の使用量を調節する。使用できる好ましいアルカリ化合物としては、例えばアンモニア、メチルアミン、エチルアミンなどのアミン系化合物;水酸化ナトリウム、水酸化カリウム、水酸化カルシウムなどのアルカリ金属またはアルカリ土類金属の水酸化物が挙げられる。なお、オレフィンに基づく構造単位(i)とα,β−不飽和カルボン酸またはその無水物に基づく構造単位(ii)とを有する樹脂を水中で中和して得られる水溶液中の固形分濃度に、特別な制限はないが、通常、5〜40質量%の範囲であることが好ましい。
【0017】
本発明の舗装材料用組成物における、木の粉砕物(A)に対するバインダー(B)の使用量は、舗装材料に求められる性状、経済性などにより決定されるが、通常、木の粉砕物(A)100質量部に対し1〜200質量部の範囲であるのが好ましく、耐久性、経済性の観点から、20〜100質量部の範囲にあるのがより好ましい。
【0018】
本発明の舗装材料用組成物は、上記してきた木の粉砕物(A)およびバインダー(B)に、必要に応じてさらにエマルジョン(C)を添加してもよい。エマルジョン(C)としては、例えば酢酸ビニルエマルジョン、SBRラテックスなどの合成ゴムラテックスなどが挙げられる。これらの中でも、舗装材料用組成物の柔軟性(歩道とした際の歩行時の感触)の観点から、SBRラテックスが好ましい。エマルジョン(C)を添加する場合、その使用量に厳密な意味での制限はないが、舗装材料用組成物の柔軟性の観点から、通常、バインダー(B)中の固形分量に対するエマルジョン(C)中の固形分として10〜300質量%の範囲で混合するのが好ましく、20〜150質量%の範囲で混合するのがより好ましい。
【0019】
また、本発明の舗装材料用組成物には、上記してきた木の粉砕物(A)およびバインダー(B)に、必要に応じてさらに架橋剤(D)を含有させてもよい。架橋剤(D)は、バインダー(B)を構成する樹脂中のカルボキシル基残基または酸無水物基残基と反応することによりバインダー(B)の耐水性を向上させる役割を持つ。かかる架橋剤(D)としては、例えばポリエチレンイミン;グリオキザール;グリセロールポリグリシジルエーテル、トリメチロールプロパンポリグリシジルエーテルなどの水溶性エポキシ化合物などの水溶性の化合物が挙げられる。これらの中でも、架橋反応を均一に行える観点から、グリセロールポリグリシジルエーテル、トリメチロールプロパンポリグリシジルエーテルなどの水溶性エポキシ化合物が好ましい。架橋剤(D)を添加する場合、その使用量に厳密な意味での制限はないが、通常、バインダー(B)中の固形分量に対して0.1〜20質量%の範囲であるのが好ましい。
【0020】
本発明の舗装材料用組成物には、上記した成分以外にも、必要に応じてでんぷん、カルボキシメチルセルロースなどのセルロース系化合物、炭酸カルシウム、タルクなどの無機物粉体などの添加剤をさらに加えてもよい。
【0021】
本発明の舗装材料用組成物は、木の粉砕物(A)およびバインダー(B)、そして必要に応じてエマルジョン(C)および/または架橋剤(D)、さらに必要に応じて添加剤を攪拌槽、回転式混合機などの既存の混合機を用いて混合することにより調製することができる。
【0022】
本発明の舗装材料用組成物を施工する方法としては、例えば、該舗装材料用組成物を均一に散布し、レーキ、コテ、フィニッシャなどで所定の箇所に敷きならし、コテ、ローラなどによって転圧して締め固め、養生する方法が挙げられる。また、予め木の粉砕物(A)のみを所定の箇所に敷きならし、バインダー(B)、またはバインダー(B)に必要に応じてエマルジョン(C)および/または架橋剤(D)、さらに必要に応じて添加剤を加えた水溶液を、かかる敷きならした木の粉砕物(A)にスプレーなどの方法により塗布または散布して施工する方法を採ることも可能である。
【0023】
本発明の舗装材料用組成物は加熱装置などを特に必要とせず、施工後1昼夜から7日程度静置しておくことでバインダー(B)中の水分が蒸発し、また架橋剤(D)を用いた場合には架橋反応が進行することで固結できる。
【0024】
本発明の舗装材料用組成物は、木の粉砕物、特に剪定により発生する枝葉なども含む樹木を、環境の観点から好ましくない焼却処理や、単に廃棄物とするのではなく、有効に利用することができるものであり、歩道、遊歩道、公園園路などの舗装用に有効に使用できる。
【0025】
【実施例】
以下、実施例を挙げて本発明をさらに具体的に説明するが、本発明はこれらの実施例に限定されるものではない。
【0026】
実施例1
(1)街路樹を剪定して発生した、枝葉を含む樹木(ケヤキ、ウバメガシ、桜がほぼ等量の割合で混合)を粉砕し、平均径が約2cmの木の粉砕物(A)を得た。ただしこの木の粉砕物(A)は葉、小枝も合わせ粉砕したため、粉砕物の径の大きさは数mm〜4cmの範囲に広く分布しているものであった。
一方、イソブチレン−無水マレイン酸交互共重合体系樹脂(商品名「イソバン10」、(株)クラレ製)を、アンモニア水を用いて無水マレイン酸残基の80%を中和することにより、固形分が20質量%の水溶液をバインダー(B)として得た。このバインダー(B)に、SBRラテックス(商品名「JSRラテックス 0602」、ジェイ・エス・アール株式会社製;固形分濃度52質量%)をSBR固形分としてイソブチレン−無水マレイン酸交互共重合体系樹脂100質量部に対して100質量部となる割合で添加し、さらに架橋剤としてグリセロールポリグリシジルエーテルをイソブチレン−無水マレイン酸交互共重合体系樹脂100質量部に対し20質量部添加した。この混合物にさらに水を加えて固形分濃度を20質量%に調節した後、得られた混合液を、先に得られた木の粉砕物(A)100質量部あたり40質量部の割合となるように加えて混合し、舗装材料用組成物を得た。
【0027】
(2)(1)で得られた舗装材料用組成物を、厚みが10cmになるように地面に敷きならし、コテで押さえ転圧して締め固めて形を整え、そのまま3日間放置した。乾燥していることを確認後、その上を通常の状態で歩行し、歩行時の感触と舗装材料の形態保持の状態を調べたところ、柔らかな歩行感が得られ、木の粉砕物がバラけることもなかった。その後、さらに30日間観察を継続し、木の粉砕物が雨、風により飛散することもなく、初期の柔軟性、形態を維持することを確認した。
【0028】
比較例1
実施例1において得られた木の粉砕物(A)のみを実施例1における(2)と同様にして敷設し、実施例1と同様に評価した。この場合、転圧しても木の粉砕物(A)は締め固まることなく元の状態に戻ってしまい、歩行感はやわらかすぎるものであった。また歩行につれ所々に木の粉砕物(A)が移動して形状が不均一となってしまい、また風の影響などで、形状を整えた木の粉砕物(A)の周辺部も散乱し見苦しい状態となった。
【0029】
【発明の効果】
本発明によれば、木の粉砕物、特に剪定により発生する枝葉なども含む樹木を、環境の観点から好ましくない焼却処理や、単に廃棄物とするのではなく、有効に利用することができる舗装材料用組成物を提供することができる。かかる舗装材料用組成物は歩道、遊歩道、公園園路などの舗装用材料に有効に使用できる。
[0001]
[Industrial applications]
The present invention relates to a pavement material composition and a pavement method used for sidewalks, park roads, and the like. More specifically, the present invention is mainly composed of a crushed tree, especially a crushed tree including branches and leaves, which is generated in large quantities when pruning a tree planted on a street or a park, etc. The present invention relates to a pavement material composition containing a resin having adhesiveness as a binder.
[0002]
[Prior art]
Conventionally, on sidewalks, promenades, park park roads, cycling roads, jogging roads, tennis courts, footpaths, playgrounds, pavement on plazas, crushed sand, gravel, shells, wood chips, crushed ceramic firing products, concrete Various methods have been proposed for pavement by using a crushed material or the like as an aggregate and consolidating the aggregate using an epoxy resin as a consolidation material (for example, see Patent Documents 1 to 3).
On the other hand, especially in urban areas, in recent years, many trees have been planted on streets and parks due to the increase in greening parts from the viewpoint of improving the living environment. These trees need to be pruned periodically as they grow or to maintain the landscape by shaping the trees.
[0003]
[Patent Document 1]
JP-A-8-259296 [Patent Document 2]
Japanese Patent Application Laid-Open No. H10-60804 [Patent Document 3]
JP 2002-37984 A
[Problems to be solved by the invention]
Some trees, including branches and leaves, generated by the above-described pruning have been used in the form of compost or mulch from the viewpoint of reducing the burden on the natural environment and recycling. However, with the increase in the amount of trees generated by pruning, these methods cannot be completely treated, and the trees generated by pruning have to be treated by inevitable disposal methods, such as incineration and land reclamation, which are less than optimal. ing. In particular, the disposal method by incineration has problems such as the processing capacity of existing incinerators and the generation of carbon dioxide by incineration.
Thus, an object of the present invention is to effectively utilize trees, including crushed wood, especially trees and leaves generated by pruning, which are not preferable from an environmental point of view, and not simply waste. An object of the present invention is to provide a pavement material composition and a pavement method applicable to a sidewalk, a promenade, a park path, and the like.
[0005]
[Means for Solving the Problems]
The inventor of the present invention has found a pulverized product of a tree, in particular, a pulverized product of a tree including branches and leaves, which is generated by pruning, a composition using a resin having a specific structural unit as a binder, and further, if necessary, an emulsion and / or Alternatively, they have found that a composition to which a cross-linking agent is added gives a good cured product and can be used as a paving material composition that is easy to apply, and has completed the present invention.
[0006]
That is, the present invention
{Circle around (1)} containing a ground wood (A) and a binder (B), wherein the binder (B) is a structural unit (i) based on an olefin and a structural unit based on an α, β-unsaturated carboxylic acid or an anhydride thereof And (ii) a resin for a pavement material.
Also, the present invention
(2) A pavement material composition further comprising the emulsion (C) in the (1) pavement material composition.
Further, the present invention provides
(3) A pavement composition according to (1) or (2), further comprising a crosslinking agent (D).
[0007]
In the composition for a pavement material according to the above (1) to (3), the crushed tree (A) is obtained by crushing a tree generated by pruning, and the binder (B) is further composed of isobutylene and maleic anhydride. A preferred embodiment is an alternating copolymer resin of the above or a modified product thereof.
And the present invention
(4) A pavement method in which the composition for a pavement material according to any one of (1) to (3) is spread and rolled.
[0008]
BEST MODE FOR CARRYING OUT THE INVENTION
The crushed wood (A) used in the present invention naturally includes crushed timber, but is preferably generated by pruning trees planted in streets and parks from the viewpoint of reducing waste. A crushed tree including branches and leaves is used. There is no limitation on the type of tree, and there is no problem even if several types are mixed, and even if each part of the tree such as a trunk, a branch, and a leaf remains mixed.
[0009]
The shape, size, and the like of the crushed wood (A) can be arbitrarily determined according to the purpose. However, when used as a pavement material composition on the premise that a person such as a promenade walks, from the viewpoint of feeling when walking, the maximum length of the crushed material is usually crushed to a range of 5 mm to 10 cm. It is preferable to use those that have been used.
[0010]
The binder (B) used in the present invention comprises a resin having a structural unit (i) based on an olefin and a structural unit (ii) based on an α, β-unsaturated carboxylic acid or its anhydride. Such a resin is obtained by, for example, radically polymerizing an olefin and an α, β-unsaturated carboxylic acid or its anhydride with a radical initiator in a solvent in which they are dissolved.
[0011]
Examples of the olefin that can be used for the structural unit (i) based on the olefin include ethylene, propylene, 1-butene, 2-butene, isobutylene, n-pentene, 2-methyl-1-butene, n-hexene, and 2-methyl-. Examples thereof include 1-pentene, 3-methyl-1-pentene, 4-methyl-1-pentene, 2-ethyl-1-butene, and diisobutylene. Of these, isobutylene is particularly preferred.
[0012]
Examples of the α, β-unsaturated carboxylic acid or anhydride which can be used for the structural unit (ii) based on α, β-unsaturated carboxylic acid or anhydride include (meth) acrylic acid, maleic anhydride, and maleic acid. , Itaconic acid, crotonic acid, fumaric acid, mesaconic acid and their acid anhydrides. Of these, maleic anhydride is particularly preferred.
[0013]
The resin having the structural unit (i) based on olefin and the structural unit (ii) based on α, β-unsaturated carboxylic acid or its anhydride includes (meth) acrylic acid as long as the gist of the present invention is not impaired. (Meth) acrylates such as methyl, ethyl (meth) acrylate and propyl (meth) acrylate; and aromatic vinyl compounds such as styrene may be further copolymerized.
[0014]
Further, the number average molecular weight of the resin having the structural unit (i) based on the olefin and the structural unit (ii) based on the α, β-unsaturated carboxylic acid or anhydride thereof is determined based on the performance as a binder and the water to be described later. Is preferably in the range of 6,000 to 100,000 from the viewpoint of solubility.
[0015]
Particularly preferred for use as the binder (B) used in the present invention are, as described above, isobutylene as the olefin-based structural unit (i), and a structural unit based on an α, β-unsaturated carboxylic acid or an anhydride thereof ( ii) An isobutylene-maleic anhydride alternating copolymer resin polymerized using maleic anhydride. After polymerization, the resin may be used as a modified product in which at least a part of the maleic anhydride residue is reacted with ammonia or an amine to be converted into an amide, and further, a modified product obtained by converting the resin into an imide group by heating.
[0016]
When the above-mentioned resin having the structural unit (i) based on an olefin and the structural unit (ii) based on an α, β-unsaturated carboxylic acid or its anhydride is used as the binder (B), workability and the like are required. In view of the above, at least a part, preferably 30 to 100%, of a carboxyl group or its anhydride residue (maleic anhydride residue when maleic anhydride is used) is neutralized in water with an alkali compound, and It is extremely preferable to impart the property and use it as an aqueous solution. When an acid anhydride group is present in the copolymer, the amount of the alkali compound is adjusted so that the acid anhydride group corresponds to two carboxyl groups. Preferred alkali compounds that can be used include, for example, amine compounds such as ammonia, methylamine and ethylamine; and alkali metal or alkaline earth metal hydroxides such as sodium hydroxide, potassium hydroxide and calcium hydroxide. The solid content in an aqueous solution obtained by neutralizing a resin having a structural unit (i) based on an olefin and a structural unit (ii) based on an α, β-unsaturated carboxylic acid or an anhydride thereof in water is determined. Although there is no particular limitation, it is usually preferable to be in the range of 5 to 40% by mass.
[0017]
In the composition for a pavement material of the present invention, the amount of the binder (B) used relative to the pulverized wood (A) is determined by properties, economics, and the like required for the pavement material. A) It is preferably in the range of 1 to 200 parts by mass with respect to 100 parts by mass, and more preferably in the range of 20 to 100 parts by mass from the viewpoint of durability and economy.
[0018]
The pavement material composition of the present invention may further contain an emulsion (C) as necessary, in addition to the above-mentioned pulverized wood (A) and binder (B). Examples of the emulsion (C) include a synthetic rubber latex such as a vinyl acetate emulsion and an SBR latex. Among these, SBR latex is preferred from the viewpoint of the flexibility of the pavement material composition (feel when walking on the sidewalk). When the emulsion (C) is added, the amount of the emulsion (C) is not strictly limited. However, from the viewpoint of the flexibility of the pavement material composition, the emulsion (C) is usually added to the solid content in the binder (B). It is preferable to mix in a range of 10 to 300% by mass as a solid content therein, and it is more preferable to mix in a range of 20 to 150% by mass.
[0019]
Further, in the pavement material composition of the present invention, the above-mentioned crushed wood (A) and binder (B) may further contain a crosslinking agent (D) as necessary. The crosslinking agent (D) has a role of improving the water resistance of the binder (B) by reacting with a carboxyl group residue or an acid anhydride group residue in a resin constituting the binder (B). Examples of the crosslinking agent (D) include water-soluble compounds such as polyethyleneimine; glyoxal; water-soluble epoxy compounds such as glycerol polyglycidyl ether and trimethylolpropane polyglycidyl ether. Among these, a water-soluble epoxy compound such as glycerol polyglycidyl ether and trimethylolpropane polyglycidyl ether is preferred from the viewpoint that the crosslinking reaction can be performed uniformly. When the cross-linking agent (D) is added, the amount used is not strictly limited, but is usually in the range of 0.1 to 20% by mass based on the solid content in the binder (B). preferable.
[0020]
In the pavement material composition of the present invention, in addition to the above-described components, starch, a cellulose-based compound such as carboxymethyl cellulose, calcium carbonate, and an additive such as an inorganic powder such as talc may be further added, if necessary. Good.
[0021]
The composition for a pavement material of the present invention is obtained by stirring a pulverized wood (A) and a binder (B), and optionally an emulsion (C) and / or a crosslinking agent (D), and further optionally an additive. It can be prepared by mixing using an existing mixer such as a tank or a rotary mixer.
[0022]
As a method of applying the pavement material composition of the present invention, for example, the pavement material composition is evenly spread, laid at a predetermined place with a rake, a trowel, a finisher, or the like, and rolled with a trowel, a roller, or the like. Pressing, compacting and curing. In addition, only the crushed wood (A) is spread in a predetermined place in advance, and the binder (B) or the emulsion (C) and / or the crosslinking agent (D), if necessary, is further added to the binder (B). It is also possible to adopt a method in which an aqueous solution to which an additive is added according to the above method is applied or sprayed to the ground pulverized wood (A) by a method such as spraying or the like to perform construction.
[0023]
The composition for pavement material of the present invention does not require a heating device or the like, and the moisture in the binder (B) evaporates by leaving it standing for about 1 day to 7 days after application, and the crosslinking agent (D) In the case where is used, solidification can be achieved by the progress of the crosslinking reaction.
[0024]
The composition for pavement material of the present invention effectively utilizes not only incineration treatment which is not preferable from an environmental point of view, but also simply waste as a crushed tree, particularly a tree including branches and leaves generated by pruning. It can be used effectively for pavement such as sidewalks, promenades, and park roads.
[0025]
【Example】
Hereinafter, the present invention will be described more specifically with reference to examples, but the present invention is not limited to these examples.
[0026]
Example 1
(1) A tree containing branches and leaves (zelkova, ubamegashi, cherry blossoms mixed at an approximately equal ratio) generated by pruning a street tree is crushed to obtain a crushed tree (A) having an average diameter of about 2 cm. Was. However, since the crushed product (A) of the tree was crushed together with the leaves and twigs, the size of the crushed product was widely distributed in the range of several mm to 4 cm.
On the other hand, isobutylene-maleic anhydride alternating copolymer resin (trade name “Isoban 10”, manufactured by Kuraray Co., Ltd.) is neutralized with ammonia water to neutralize 80% of maleic anhydride residues to obtain a solid content. Was obtained as a binder (B). SBR latex (trade name “JSR Latex 0602”, manufactured by JSR Co., Ltd .; solid content concentration: 52% by mass) is used as the SBR solid content in this binder (B) as an isobutylene-maleic anhydride alternating copolymer resin 100. A glycerol polyglycidyl ether was added as a crosslinking agent in an amount of 100 parts by mass with respect to 100 parts by mass with respect to 100 parts by mass of the isobutylene-maleic anhydride alternating copolymer resin. After adjusting the solid content concentration to 20% by mass by further adding water to this mixture, the obtained mixture is in a ratio of 40 parts by mass per 100 parts by mass of the previously obtained pulverized wood (A). And mixed to obtain a composition for a pavement material.
[0027]
(2) The pavement material composition obtained in (1) was laid on the ground so as to have a thickness of 10 cm, pressed with a trowel, compacted by compaction, and left as it was for 3 days. After confirming that it is dry, walk on it in a normal state, and examine the feeling of walking and the state of retaining the form of the pavement material. I couldn't get it. Thereafter, observation was continued for another 30 days, and it was confirmed that the crushed wood did not fly due to rain or wind, and maintained the initial flexibility and form.
[0028]
Comparative Example 1
Only the crushed wood (A) obtained in Example 1 was laid in the same manner as (2) in Example 1 and evaluated in the same manner as in Example 1. In this case, the crushed wood (A) returned to its original state without compaction even after rolling, and the walking feeling was too soft. In addition, the crushed wood (A) moves in places as it walks, and the shape becomes uneven, and the periphery of the crushed wood (A) whose shape is adjusted is scattered due to wind and the like, and it is unsightly. It became a state.
[0029]
【The invention's effect】
ADVANTAGE OF THE INVENTION According to this invention, the incineration which is not preferable from an environmental point of view, and the pavement which can be utilized effectively rather than the crushed tree, especially the tree containing the branches and leaves which generate | occur | produce by pruning, as waste. A composition for the material can be provided. Such a pavement material composition can be effectively used for pavement materials such as sidewalks, promenades, and park roads.

Claims (6)

木の粉砕物(A)およびバインダー(B)を含有し、該バインダー(B)がオレフィンに基づく構造単位(i)とα,β−不飽和カルボン酸またはその無水物に基づく構造単位(ii)とを有する樹脂からなることを特徴とする舗装材料用組成物。It contains a ground wood (A) and a binder (B), wherein the binder (B) is a structural unit (i) based on an olefin and a structural unit (ii) based on an α, β-unsaturated carboxylic acid or an anhydride thereof. A composition for a pavement material, comprising a resin having the following. エマルジョン(C)をさらに含有する請求項1に記載の舗装材料用組成物。The composition for paving material according to claim 1, further comprising an emulsion (C). 架橋剤(D)をさらに含有する請求項1または請求項2に記載の舗装材料用組成物。The pavement material composition according to claim 1 or 2, further comprising a crosslinking agent (D). 木の粉砕物(A)が、剪定により発生した樹木を粉砕したものである請求項1〜3のいずれかに記載の舗装材料用組成物。The composition for pavement materials according to any one of claims 1 to 3, wherein the crushed wood (A) is obtained by crushing a tree generated by pruning. バインダー(B)が、イソブチレンと無水マレイン酸の交互共重合体樹脂またはその変性物である請求項1〜4のいずれかに記載の舗装材料用組成物。The pavement material composition according to any one of claims 1 to 4, wherein the binder (B) is an alternating copolymer resin of isobutylene and maleic anhydride or a modified product thereof. 請求項1〜5のいずれかに記載の舗装材料用組成物を敷きならして転圧する舗装方法。A pavement method in which the composition for a pavement material according to claim 1 is spread and compacted.
JP2002280232A 2002-09-26 2002-09-26 Composition for paving material and paving method Pending JP2004115306A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009215831A (en) * 2008-03-12 2009-09-24 Showa Highpolymer Co Ltd Water-based binder composite for pavement and surface treatment method for pavement surface using it

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009215831A (en) * 2008-03-12 2009-09-24 Showa Highpolymer Co Ltd Water-based binder composite for pavement and surface treatment method for pavement surface using it

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