JPS6033907A - Paving method - Google Patents

Paving method

Info

Publication number
JPS6033907A
JPS6033907A JP14159383A JP14159383A JPS6033907A JP S6033907 A JPS6033907 A JP S6033907A JP 14159383 A JP14159383 A JP 14159383A JP 14159383 A JP14159383 A JP 14159383A JP S6033907 A JPS6033907 A JP S6033907A
Authority
JP
Japan
Prior art keywords
paving
flocculant
sodium silicate
leveled
aqueous solution
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
JP14159383A
Other languages
Japanese (ja)
Inventor
大沢 久雄
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP14159383A priority Critical patent/JPS6033907A/en
Publication of JPS6033907A publication Critical patent/JPS6033907A/en
Pending legal-status Critical Current

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  • Road Paving Structures (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は、各種屋外競技施設や遊歩道などを形成する
ための、土を使用した舗装方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a paving method using soil for forming various outdoor sports facilities, promenades, etc.

テニスコート、遊歩道など人間の運動、通行に供する施
設の舗装方法としては、地面にコンクリート、アスファ
ルト、合成樹脂材等を被覆する全天候方式や、石灰岩、
赤煉瓦等の砕粉を被覆する砕粉方式、及びシルト、粘土
等からなるロームを被覆するクレ一方式などが代表的で
ある。
Paving methods for facilities used for human exercise and traffic, such as tennis courts and promenades, include all-weather methods that cover the ground with concrete, asphalt, synthetic resin, etc., and limestone,
Typical examples include the crushing method, which covers crushed powder such as red brick, and the clay method, which covers loam made of silt, clay, etc.

全天候方式は、文字通シ降雨や霜による被害をうけるこ
とがなく、維持管理にも手がかからないためクレ一方式
に替って各種屋外競技施設等に用いられるようになって
きたが、硬質で人体に悪影響を及ぼすおそれがあること
、自然な感触に欠けること、透水性がないため降雨直後
の使用にあたっては排水作業が必要になることなど、い
くつかの問題点が指摘されている。
The all-weather type is not susceptible to damage from rain or frost, and requires less maintenance, so it has come to be used in various outdoor competition facilities instead of the clay type. Several problems have been pointed out, including that it may have an adverse effect on the human body, lacks a natural feel, and lacks water permeability, requiring drainage work when used immediately after rain.

これと対照的に、砕粉方式、クレ一方式のように土系材
料を使用するものは、比較的軟質で運動医学的に好まし
い性質を有する反面、耐候性と強度に劣シ、乾燥しすぎ
ると粉塵化するため適度に散水しなければならないなど
、保守上の難点がある。しかしながら、何よシも自然な
外観と感触が得られる点で魅力があるため、維持管理等
の問題を是認しつつ用いられているのが現状である。
In contrast, those that use earth-based materials, such as the crushing method and clay method, are relatively soft and have favorable properties for exercise medicine, but have poor weather resistance and strength, and are too dry. There are maintenance difficulties, such as the need for moderate watering as the water turns into dust. However, because it is attractive because it provides a natural appearance and feel, it is currently used while acknowledging problems such as maintenance and management.

本発明はこのような現状に着目してなされたもので、ク
レ一方式等に特有の好ましい性質を保持しながらも耐候
性、耐久性に優れ、保守が容易な上製の舗装を提供する
ことを目的とする。
The present invention has been made in view of the current situation, and aims to provide a prefabricated pavement that has excellent weather resistance, durability, and is easy to maintain while retaining the favorable properties unique to the clay type. purpose.

このために本発明では、アンツーカ、ローム、砂質土壌
、いわゆる荒木田等の舗装用土材料に1〜105t (
容積比、以下同様)の珪酸ナトリウムと0.02〜3%
の凝集剤を添加し、これを整地、転圧して舗装土面を形
成する。
For this reason, in the present invention, 1 to 105 t (
0.02 to 3% of sodium silicate (volume ratio, same below)
A flocculant is added, and the ground is leveled and compacted to form a paved soil surface.

凝集剤としては、例えばポリアクリルアミド等の高分子
凝集剤あるいはトリエタノールアミン等の高級アミンな
ど、粘着性を発揮する薬剤を単独で、または複合して使
用できる。単独使用する場合の配合比としては、高分子
凝集剤で0.02〜0.3%、アミンで0.5〜3.0
%が適当である。
As the flocculant, agents that exhibit adhesiveness, such as polymer flocculants such as polyacrylamide or higher amines such as triethanolamine, can be used alone or in combination. When used alone, the blending ratio is 0.02 to 0.3% for the polymer flocculant and 0.5 to 3.0% for the amine.
% is appropriate.

具体的には、例えば面積50n?、厚さ0.02mの舗
装を行なう場合、土材料の容積は50m’XO,02f
i=1−であるから、添加剤としては珪酸ナトリウムを
3%配合するとしてその30%水溶液を100 t、ポ
リアクリルアミドを0.1%配合するとしてその帆5夕
c水溶液を200t それぞれ用意し、これを士材料に
混ぜて混線機等にょシ充分に混合攪拌する。
Specifically, for example, an area of 50n? , when paving with a thickness of 0.02m, the volume of soil material is 50m'XO,02f
Since i = 1-, as additives, 100 tons of a 30% aqueous solution of 3% sodium silicate and 200 tons of a 30% aqueous solution of 0.1% polyacrylamide were prepared. Mix this with the ingredients and use a mixer to mix and stir thoroughly.

この土材料への各薬剤の添加作業は、舗装地の状況に応
じて適宜に行なう。
The addition of each chemical to the soil material is carried out as appropriate depending on the condition of the paved land.

例えば、新たに舗装を形成する場合には土材料と上記添
加剤とを予め先に述べた要領で混合攪拌しておき、この
流動状混合物を舗装用基礎の上に敷設したのち整地、転
圧をして仕上げる。これに対して、テニスコートや校庭
のように既設の土間装がある場合は、これ全トラクター
等によシ掘シ起こし、砕土した上で添加剤の水溶液を散
布し、その後整地及び転圧を施せばよい。
For example, when forming a new pavement, the soil material and the above-mentioned additives are mixed and stirred in advance as described above, and this fluid mixture is laid on the pavement foundation and then leveled and rolled. and finish it. On the other hand, if there is an existing earthen floor covering such as a tennis court or schoolyard, all of it is excavated with a tractor, etc., the soil is crushed, and an aqueous solution of additives is sprayed, and then the land is leveled and compacted. Just give it.

このようにして形成した土間装面は、土を構成する目−
ムや細砂等の粒子が添加剤で被覆され、さらに転圧を行
なうことによシ土粒子同士が磨砕されると共に粘着的に
結合するため、水に溶解し難くなり、また運動等の衝撃
を加えても破壊したル粉塵化したりすることが殆どない
ため極めて高い耐久性を示す。
The earthen floor surface formed in this way is
Particles such as clay and fine sand are coated with additives, and by further compaction, the soil particles are ground together and adhesively bonded together, making them difficult to dissolve in water and resisting movement. It exhibits extremely high durability as it hardly breaks down and turns into dust even when subjected to impact.

また、土粒子間には従来の土間装と同様に間隙が残るた
め透水性が保たれ、従って降雨量にもよるが雨が上った
あとは雨水が地下層へ速やかに吸収されるので、先に述
べた耐水性の高さくぬかるみにならない)もあってすぐ
に使用することができると共に、水分を保持しないので
あるから、冬期に凍害を起こしにくいという特徴がある
In addition, water permeability is maintained because gaps remain between the soil particles, just like in conventional earthen floor coverings, and therefore, depending on the amount of rainfall, rainwater is quickly absorbed into the underground layer after it rains. As mentioned above, it is highly water resistant (does not become muddy), so it can be used immediately, and since it does not retain moisture, it is less susceptible to freezing damage in the winter.

さらに、外観的には土間装そのものであシ、土に特有の
適度な弾性を保っているので使用感も申し分のないもの
とガる。
Furthermore, it looks just like earthen floor coverings and maintains the appropriate elasticity characteristic of earth, so it feels perfect when used.

以上のように本発明によれば、土間装に特有の好ましい
性質を有し、かつ耐久性、耐水性に優れた、従って保守
に一手間のかからない舗装面が容易に得られる。
As described above, according to the present invention, it is possible to easily obtain a paved surface that has favorable properties specific to earthen floor coverings, is excellent in durability and water resistance, and therefore requires no maintenance.

特許出願人 大 沢 久 雄Patent applicant: Hisao Osawa

Claims (1)

【特許請求の範囲】 1、舗装用土材料に容積比1〜10%の珪酸ナトリウム
と同0.02〜3%の凝集剤を添加したのち整地及び転
圧を施すことを特徴とする舗装方法。 2、珪酸ナトリウムと凝集剤は予め舗装用土材料に添加
して混合攪拌し、この流動状混合物を舗装用基礎上に敷
設したのち整地及び転圧を施すことを特徴とする特許請
求の範囲第1項に記載の舗装方法。 3、既設の舗装土面を掘シ起こし、砕土したうえで珪酸
ナトリウム水溶液並びに凝集剤水溶液を散布し、その後
整地及び転圧を施すことを特徴とする特許請求の範囲第
1項に記載の舗装方法。
[Scope of Claims] 1. A paving method characterized by adding 1 to 10% by volume of sodium silicate and 0.02 to 3% by volume of a flocculant to a paving soil material, and then leveling and compacting the mixture. 2. Sodium silicate and a flocculant are added to the paving soil material in advance, mixed and stirred, and after this fluid mixture is laid on the paving foundation, it is leveled and compacted. Paving method described in Section. 3. The pavement according to claim 1, characterized in that the existing pavement soil surface is excavated and crushed, and then a sodium silicate aqueous solution and a flocculant aqueous solution are sprayed, and then the ground is leveled and compacted. Method.
JP14159383A 1983-08-02 1983-08-02 Paving method Pending JPS6033907A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14159383A JPS6033907A (en) 1983-08-02 1983-08-02 Paving method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14159383A JPS6033907A (en) 1983-08-02 1983-08-02 Paving method

Publications (1)

Publication Number Publication Date
JPS6033907A true JPS6033907A (en) 1985-02-21

Family

ID=15295612

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14159383A Pending JPS6033907A (en) 1983-08-02 1983-08-02 Paving method

Country Status (1)

Country Link
JP (1) JPS6033907A (en)

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