Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0161122B2 - - Google Patents
[go: Go Back, main page]

JPH0161122B2 - - Google Patents

Info

Publication number
JPH0161122B2
JPH0161122B2 JP58223862A JP22386283A JPH0161122B2 JP H0161122 B2 JPH0161122 B2 JP H0161122B2 JP 58223862 A JP58223862 A JP 58223862A JP 22386283 A JP22386283 A JP 22386283A JP H0161122 B2 JPH0161122 B2 JP H0161122B2
Authority
JP
Japan
Prior art keywords
soil
sized
vertical cylinder
liquid adhesive
granules
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
Application number
JP58223862A
Other languages
Japanese (ja)
Other versions
JPS60115702A (en
Inventor
Teruto Yokozawa
Eiji Shimizu
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.)
NICHIKEN KONSARUTANTSU KK
Original Assignee
NICHIKEN KONSARUTANTSU KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by NICHIKEN KONSARUTANTSU KK filed Critical NICHIKEN KONSARUTANTSU KK
Priority to JP22386283A priority Critical patent/JPS60115702A/en
Publication of JPS60115702A publication Critical patent/JPS60115702A/en
Publication of JPH0161122B2 publication Critical patent/JPH0161122B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) これは歩道や学校のグランド等に敷く土木用の
土の舗装材料の製造方法とその舗装材料を利用す
る舗装方法の発明である。
[Detailed Description of the Invention] (Field of Industrial Application) This is an invention of a method for manufacturing a soil paving material for civil engineering to be laid on sidewalks, school grounds, etc., and a paving method using the paving material.

(従来の技術) 関東ロームと呼ばれる赤褐色の火山灰質の粘性
土は降雨により水分を含むと泥土化し、乾燥する
と飛砂塵となつて舞い上がり、特に学校のグラン
ドや街路では甚しい被害をもたらす。この飛砂塵
の主たる土粒子の粒径は0.5ミリ(m/m)以下であ
る。
(Conventional technology) Kanto loam, a reddish-brown volcanic ash clay, turns into mud when it absorbs moisture from rain, and when it dries, it becomes flying dust and causes severe damage, especially on school grounds and streets. The particle size of the main soil particles in this flying dust is less than 0.5 millimeters (m/m).

一般に土を構成する最小単位の単粒子つまり土
粒子は、その外周に吸着水と呼ばれる水分を保有
し、単粒子同士が吸着し合つて団粒を形成する
が、乾燥して吸着水が蒸発すると吸着作用を失い
団粒が単粒子に分散する。このように分散した土
粒子の粒径が0.5ミリ以下のものが多い場合には
飛砂塵となる割合が高い。
In general, soil particles, which are the smallest units that make up soil, have moisture called adsorbed water on their outer periphery, and the single particles adsorb each other to form aggregates, but when they dry and the adsorbed water evaporates, The adsorption effect is lost and the aggregates are dispersed into single particles. If many of the dispersed soil particles have a particle size of 0.5 mm or less, there is a high probability that they will become flying dust.

従来は特開昭57−141483号公報に示すように、
関東ロームのような粘性土に石灰および水硬性セ
メントを加えて撹拌して粒状化し、これをグラン
ドに敷くものがある。
Conventionally, as shown in Japanese Patent Application Laid-Open No. 57-141483,
Some clay soils, such as Kanto loam, are mixed with lime and hydraulic cement, stirred to form granules, and then laid on the grounds.

また特開昭54−1929号公報に示すように、エポ
キシ樹脂、ポリエステル樹脂、フラン樹脂、フエ
ノール樹脂、ポリウレタン樹脂、尿素樹脂、ゴム
系ラテツクスのような結合剤を用いてシラス(火
山灰)を結合し、これにより弾性を備える透水性
の歩道とするものがある。
Furthermore, as shown in Japanese Patent Application Laid-Open No. 54-1929, shirasu (volcanic ash) is bonded using a binder such as epoxy resin, polyester resin, furan resin, phenol resin, polyurethane resin, urea resin, or rubber latex. , which results in a water-permeable walkway with elasticity.

(発明が解決しようとする課題) しかして特開昭57−141483号公報に示すよう
に、石膏やセメントのような無機質の結合剤によ
り粘性土を造粒すると、透水性はあつても粒子は
硬く、グランドに敷くときは、児童が転倒すると
傷害を受けるおそれがある。
(Problem to be Solved by the Invention) However, as shown in JP-A-57-141483, when clay soil is granulated with an inorganic binder such as gypsum or cement, even though it has water permeability, the particles If it is hard and placed on the ground, children may be injured if they fall.

その上粘性土を粒状化するには多量生産によら
ねばならない。
Furthermore, granulation of clayey soil requires mass production.

また特開昭54−1929号公報に示すゴム系ラテツ
クスは老化するばかりでなく耐水性も悪い。また
他の合成樹脂製結合剤も耐候性に劣り、怱ち飛砂
塵となる。
Furthermore, the rubber latex disclosed in Japanese Patent Application Laid-Open No. 54-1929 not only ages but also has poor water resistance. Other synthetic resin binders also have poor weather resistance and become scum and dust.

本発明では、これ等従来の結合剤に比し、アク
リル酸エステルの有機系の液性接着剤の使用によ
り耐候性に優れ、これによつて造粒物は長期にわ
たり粒形および弾力性を保つことを知見し、この
新知見に基き本発明を達成し、かつ粘性土の粒状
化の多量生産に成功したのである。
In the present invention, compared to these conventional binders, the use of an organic liquid adhesive made of acrylic acid ester provides excellent weather resistance, and as a result, the granules maintain their shape and elasticity for a long period of time. Based on this new knowledge, they achieved the present invention and succeeded in mass production of granulated clay soil.

(課題を解決するための手段) 粘性土を主材料とし、これにアクリル酸エステ
ル系の液性安定剤を土粒子間の接着剤として加え
て、液性限界と塑性限界との中間即ち塑性範囲の
含水比にしつつローラミキサにより粉砕撹拌し、
土粒子の周囲に前記液性接接着剤の被膜を付着さ
せた団粒から成る混合土を形成し、この混合土を
孔径2−30mmの多孔板を先端に備える外筒内に供
給して外筒内を先端に向け圧送し、多孔板より排
出する短い円柱形の造粒物を縦型円筒内で回転す
る螺旋翼板上で転動させて球状の団粒に整形し、
縦型円筒の下部より連続して排出し、整粒土塊と
する。
(Means for solving the problem) By using clay as the main material and adding an acrylic acid ester liquid stabilizer to it as an adhesive between soil particles, we can create a material that is intermediate between the liquid limit and the plastic limit, that is, the plastic range. Grind and stir using a roller mixer while maintaining the water content of
A mixed soil consisting of aggregates with a film of the liquid adhesive attached around the soil particles is formed, and this mixed soil is fed into an outer cylinder equipped with a perforated plate with a hole diameter of 2 to 30 mm at the tip, and then outside. The inside of the cylinder is pressure-fed toward the tip, and the short cylindrical granules discharged from the perforated plate are rolled on a spiral vane rotating inside the vertical cylinder and shaped into spherical aggregates.
The soil is continuously discharged from the bottom of the vertical cylinder to form a sized soil mass.

つぎに、液状アクリル酸エステルに増粘剤を加
えて水あめ状にしたような粘結力が強く安定度の
高い結合剤と複数個の整粒土塊を混合し、整粒土
塊を互に同体に接着し、これを地盤上に敷き均
し、その表面をローラ転圧し、各整粒土塊を結合
して地盤を舗装する。
Next, a binder with strong caking power and high stability, such as liquid acrylic ester with a thickener added to make it into a starch syrup, is mixed with a plurality of sized soil blocks, and the sized soil blocks are combined into one body. This is glued, spread on the ground, and the surface is rolled with rollers to join each sized soil mass and pave the ground.

(作用) 本発明における材料をローラミキサにより粉砕
撹拌すると、周囲にアクリル酸エステル系の液性
安定剤の被膜が付着する土粒子が集合する団粒か
ら成る混合土となる。
(Function) When the material of the present invention is pulverized and agitated using a roller mixer, a mixed soil is formed of aggregates of soil particles around which a film of an acrylic acid ester liquid stabilizer is attached.

この混合土を外筒内に入れて圧送すると、先端
の多孔板より押し出た混合土は自重により折れ曲
つて落下し、自動的に短い円柱形の造粒物Aとな
る。
When this mixed soil is put into the outer cylinder and pumped, the mixed soil pushed out from the perforated plate at the tip bends and falls under its own weight, automatically forming short cylindrical granules A.

この短い円柱形造粒物Aを縦型円筒内で回転す
る螺旋翼板上で転動させると、転がつて球状の団
粒の整粒土塊Bとなり、縦型円筒の下部より連続
的に排出する。
When this short cylindrical granule A is rolled on a spiral vane rotating inside a vertical cylinder, it rolls into a spherical aggregated soil lump B, which is continuously discharged from the bottom of the vertical cylinder. do.

しかして液状アクリル酸エステルに増粘剤を加
えて水あめ状にしたような粘結力が強く安定度の
高い結合剤と本発明の複数個の球状の整粒土塊B
を混合し、整粒土塊を互に同体に接着して学校の
グランドや街路に敷き均し、その表面をローラで
転圧すると、各団粒の隙間から雨水が下方に浸透
するので路面に水たまりを生じることはない。
Therefore, a binder with strong caking force and high stability, such as liquid acrylic ester with a thickener added to make it into a starch syrup-like form, and a plurality of spherical sized soil blocks B of the present invention.
When the sized soil lumps are glued together and spread on school grounds and streets, and the surface is compacted with a roller, rainwater permeates downward through the gaps between each aggregate, causing puddles on the road surface. will not occur.

その上各土粒子を囲むアクリル酸エステル系の
液状安定剤は乾燥すると弾力性を発揮するので、
子供が転倒しても傷害を受けるおそれがない。
Furthermore, the acrylic acid ester liquid stabilizer that surrounds each soil particle exhibits elasticity when dried.
There is no risk of injury even if the child falls.

また、整粒土塊Bは表面にアクリル酸エステル
の被膜を有する土粒子から成るので、長期間にわ
たりよく土粒子間を接着して団粒状の形態を保持
し、多数の整粒土塊Bを粘結力が強く安定度の高
い結合剤と混合し、敷き均して舗装すると、各整
粒土塊Bは粉塵となるおそれなく、しかも弾力性
も失われず安定性がある。
In addition, since the sized soil clod B is composed of soil particles having a coating of acrylic ester on the surface, the soil particles adhere well for a long period of time, maintaining the aggregated form, and caking a large number of sized soil clods B. When mixed with a strong and highly stable binder and spread evenly for paving, each sized soil block B has no fear of turning into dust and is stable without losing its elasticity.

(実施例) アクリル酸エステル系の水溶性合成樹脂製接着
剤を有機系の安定剤として関東ローム1000キロに
対し50〜200キロを加える。
(Example) Add 50 to 200 kg of acrylic ester-based water-soluble synthetic resin adhesive as an organic stabilizer to 1000 kg of Kanto loam.

そして先ず関東ロームの土を乾燥したのち粉砕
し、振動ふるい機にかけて粒径が2ミリ以上の石
等の夾雑物を除去して単粒子即ち土粒子に分散さ
せたのち、上記の接着剤と水とを加え含水比(含
水比は乾土量と含水量との百分率をいう)を塑性
範囲である約60%に調節してローラミキサにより
粉砕混合撹拌し、これを先端に多孔板(孔径2〜
30m/m)を備える外筒内を螺旋転子により圧送
し多孔板より押し出す。
First, the Kanto loam soil is dried and crushed, passed through a vibrating sieve to remove impurities such as stones with a particle size of 2 mm or more, and dispersed into single particles, that is, soil particles. The water content ratio (water content ratio refers to the percentage of dry soil content and water content) was adjusted to approximately 60%, which is the plasticity range, and the mixture was crushed and mixed using a roller mixer.
30m/m) inside an outer cylinder with a spiral rotor and extruded from a perforated plate.

押し出された土は自重で折れて切断し、短い円
柱形の不整形な造粒物Aとなる。この造粒物Aを
塑性状態のうちに次の縦型円筒1内で回転する螺
旋翼板2を有する連続整粒機により直径2〜30ミ
リ内外の球状の粒体つまり団粒に整形する。
The extruded soil is broken and cut under its own weight, forming short cylindrical irregularly shaped granules A. This granulated material A is shaped into spherical particles or aggregates having a diameter of 2 to 30 mm while in a plastic state using a continuous granulating machine having a spiral blade plate 2 rotating within a vertical cylinder 1.

連続整粒機は図面に示すとおり、縦型円筒1内
に螺旋翼板2を巻着する縦軸3を回転自在に取付
け、円筒1の上部より前述の短いほぼ円柱形の不
整形な造粒物Aを供給すると、この造粒物は円筒
1の内壁に摺接しつつ、回転する螺旋翼板2の表
面を転動しながら下降し球状の団粒となつて円筒
の下部より連続的に排出する。
As shown in the drawing, the continuous granulating machine has a vertical shaft 3 around which a spiral vane plate 2 is wound around a vertical cylinder 1, which is rotatably attached to the vertical cylinder 1. When material A is supplied, the granulated material slides against the inner wall of the cylinder 1 and rolls down the surface of the rotating spiral vane plate 2, forming spherical aggregates and being continuously discharged from the bottom of the cylinder. do.

この団粒が乾燥すると、エマルジヨン状態のア
クリル酸エステル系の液性接着剤が接着力を発揮
し、土粒子同士が接着し合つた球状の整粒土塊B
になる。
When these aggregates dry, the acrylic acid ester liquid adhesive in the emulsion state exhibits adhesive strength, forming a spherical sized soil mass B in which the soil particles adhere to each other.
become.

整粒土塊Bは土粒子の表面にアクリル酸エステ
ル系の液性接着剤の被膜を有する団粒であるから
アスフアルトやコンクリートに比較して弾力性に
富み、しかもその単粒子は液状アクリル酸エステ
ルにより接着し合つているので液状接着剤が乾燥
すると、球状の団粒状態を良く保つ。しかもアク
リル酸エステルはゴムラテツクスに比し耐候性に
富み長期間にわたり弾力性を失わない。
The sized soil lump B is agglomerated with a coating of acrylic acid ester liquid adhesive on the surface of the soil particles, so it has more elasticity than asphalt or concrete, and moreover, its single particles have a coating of liquid acrylic ester adhesive. Because they are glued together, when the liquid adhesive dries, it maintains its spherical aggregate state well. Furthermore, acrylic ester has better weather resistance than rubber latex and does not lose its elasticity over a long period of time.

この整粒土塊Bを学校のグランドや街路に使用
するには、粘結力の強く安定度の高い結合剤、例
えば液状アクリル酸エステルに増粘剤を加えて水
あめ状にした結合剤と整粒土塊Bを混合したもの
を地盤上に敷き均し、その表面をローラで輾圧し
て舗装することにより、各整粒土塊B間を結合
し、あたかも菓子のおこしのような整粒土塊群C
に仕上げるのである。
In order to use this sized soil block B for school grounds and streets, it is necessary to use a binder with strong caking force and high stability, such as a binder made by adding a thickener to liquid acrylic ester and making it into a starch syrup-like form. By spreading a mixture of soil clods B on the ground and paving the surface by compressing it with rollers, each sized soil clod B is connected, and a group of sized soil clods C, which looks like a confectionery cake, is formed.
The finishing touches are as follows.

その際、表層に敷く整粒土塊Bの粒径を小さく
し、たとえばそれは3〜5ミリにして表面の凹凸
を抑え、下層の整粒土塊Bの粒径は8〜15ミリに
する。
At this time, the grain size of the sized soil clod B laid on the surface layer is made small, for example, 3 to 5 mm to suppress surface irregularities, and the grain size of the sized soil clod B in the lower layer is set to 8 to 15 mm.

(発明の効果) 本発明による整粒土塊Bの製造方法は、関東ロ
ームのような火山灰質の粘性土または粘土を主材
料とするので、学校のグランド又は街路のような
本発明の整粒土塊Bを必要とする現場において容
易に主材料が得られるばかりでなく、粒径0.5ミ
リ以下の単粒子即ち土粒子にアクリル酸エステル
系の液性接着剤のの薄膜を被着し、これにより各
土粒子を接着して粒径2ミリ以上の土塊に団粒化
するので、土粒子は球状の団粒状態を保つて雨水
や凍結融解によりみだりにくずれず、風が吹いて
もその粒径が2ミリ以上で大きいため飛散しない
という効果を生ずる。しかも縦型円筒内で回転す
る螺旋翼板により整粒土塊Bを連続的に多量生産
できる。
(Effects of the Invention) Since the method for producing the sized soil lump B according to the present invention uses volcanic ash clay or clay as the main material, the sized soil lump B of the invention, such as a school ground or a street, can be used as the main material. Not only can the main material be easily obtained at sites where B is required, but a thin film of an acrylic ester liquid adhesive can be applied to single particles, that is, soil particles, with a particle size of 0.5 mm or less. Since the soil particles are glued together and aggregated into soil clods with a particle size of 2 mm or more, the soil particles maintain their spherical aggregate state and do not collapse unnecessarily due to rainwater or freezing and thawing, and even when the wind blows, the particle size remains 2 mm or more. Since it is large (more than a millimeter), it has the effect of not scattering. Furthermore, the sized soil blocks B can be continuously produced in large quantities by the spiral blades rotating within the vertical cylinder.

なお本発明により製造した整粒土塊Bは適度の
保水性と排水性を有するので、水耕栽培用の培養
土としても利用できる。また、本発明によつて取
り扱いにくい粘性土を砂礫質のようにさらさらし
た整粒土塊Bに改良できるので、良好な埋戻し用
土として有効に活用できる。
Since the sized soil mass B produced according to the present invention has appropriate water retention and drainage properties, it can also be used as culture soil for hydroponic cultivation. Further, according to the present invention, clayey soil that is difficult to handle can be improved into a sized soil mass B that is free-flowing like gravel, so it can be effectively used as a good backfilling soil.

また本発明の整粒土塊を利用する舗装方法によ
るときは、それを構成する整粒土塊Bが球状で乾
燥したアクリル酸エステルにより結合され、弾力
性を帯びているのでその表面は適度に摩擦があり
スリツプ性が良く、運動の際、足に無理な力が加
わつて骨折するようなことがなく、子供が転倒し
てもすり傷を受けるおそれがなく、安全であり、
しかも耐候性にすぐれているので学校等のグラン
ドを造成するのに最適であるという効果を生じ
る。そのうえ乾燥したアクリル酸エステルの被膜
を有する土粒子から成る球状の整粒土塊Bは各土
粒子間に雨水をよく保有すると共に、各整粒土塊
の間〓が大きいために雨水を適宜下方に浸透させ
るので、地表に水たまりを生ずることがなく、同
時に街路樹を生育させることもできる。しかも耐
候性と耐水性があるので、透水しにくい地盤の上
部に本発明による舗装方法を施すときは、、一時
的に雨水を地中に貯溜して大雨による都市におけ
る中小河川の洪水を防止できる。
Furthermore, when using the paving method using the sized soil blocks of the present invention, the sized soil blocks B constituting the sized soil blocks B are spherical and bonded by dry acrylic ester, and have elasticity, so that the surface thereof has a moderate amount of friction. It has good slip resistance, so there is no risk of fractures due to excessive force being applied to the legs during exercise, and there is no risk of a child getting abrasions even if they fall, making it safe.
Furthermore, it has excellent weather resistance, making it ideal for creating grounds for schools and the like. In addition, the spherical sized soil mass B, which is made up of soil particles coated with dried acrylic ester, retains rainwater well between each soil particle, and because the distance between each granulated soil mass is large, rainwater permeates downward as appropriate. This prevents puddles from forming on the ground and allows street trees to grow at the same time. Moreover, it is weather resistant and water resistant, so when applying the paving method of the present invention on top of ground that is difficult to permeate, rainwater can be temporarily stored underground to prevent flooding of small and medium-sized rivers in cities due to heavy rain. .

加うるに、本発明による舗装方法によるとき
は、各整粒土塊Bは同体となつて互いに拘束する
ので、外力が加わつても飛散せず、応力が広く分
散され、この土で運動しても舗装が衝撃により破
損したり穴があくことはなく、耐久性があるとい
う効果を生ずる。
In addition, when using the paving method according to the present invention, each sized soil mass B becomes the same body and restrains each other, so it does not scatter even when an external force is applied, and the stress is widely dispersed, so that even if you move on this soil, it will not scatter. The pavement will not be damaged or punctured by impact, resulting in a durable effect.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明による整粒土塊の製造過程を示
す説明図、第2図は本発明に使用する回転盤を具
備する造粒機の外筒を縦断して示す斜視図であ
る。 Aは造粒物、Bは整粒土塊、Cは整粒土塊群、
1は円筒、2は螺旋翼板、3は縦軸。
FIG. 1 is an explanatory view showing the manufacturing process of a sized soil lump according to the present invention, and FIG. 2 is a perspective view showing a longitudinal section of an outer cylinder of a granulator equipped with a rotary disk used in the present invention. A is a granulated material, B is a granulated soil mass, C is a granulated soil mass group,
1 is a cylinder, 2 is a spiral blade, and 3 is a vertical axis.

Claims (1)

【特許請求の範囲】 1 粘性土を主材料とし、これにアクリル酸エス
テル系の液性接着剤を加えて塑性範囲の含水比に
調節しつつローラミキサにより粉砕混合撹拌し、
土粒子の周囲に前記の液性接着剤の薄膜を付着さ
せて団粒化した混合土を、孔径2−30mmの多孔板
を先端に備える外筒内を圧送して短い円柱形の造
粒物を形成し、この造粒物を縦型円筒内で回転す
る螺旋翼板上で転動させて球状の団粒に整形し、
縦型円筒の下部より連続して排出することを特長
とする整粒土塊の製造方法。 2 粘性土を主材料とし、これにアクリル酸エス
テル系の液性接着剤を加えて塑性範囲の含水比に
調節しつつローラミキサにより粉砕混合撹拌し、
土粒子の周囲に前記の液性接着剤の薄膜を付着さ
せて団粒化した混合土を、孔径2−30mmの多孔板
を先端に備える外筒内を圧送して短い円柱形の造
粒物を形成し、この造粒物を縦型円筒内で回転す
る螺旋翼板上で転動させて球状の団粒に整形し、
縦型円筒の下部より連続して排出する整粒土塊を
集め、液状アクリル酸エステルに増粘剤を加えて
水あめ状にしたような粘結力が強く安定度の高い
結合剤と整粒土塊を混合し、整粒土塊を互に接着
し、これを地盤上に敷き均し、その表面をローラ
で転圧し、各整粒土塊を結合することを特長とす
る整粒土塊を利用する舗装方法。
[Claims] 1. Cohesive soil is used as the main material, acrylic ester liquid adhesive is added thereto, and the mixture is pulverized, mixed, and stirred using a roller mixer while adjusting the water content within the plastic range.
A thin film of the above-mentioned liquid adhesive is attached around the soil particles to form agglomerated mixed soil, which is then pumped through an outer cylinder equipped with a perforated plate with a hole diameter of 2 to 30 mm at the tip to form short cylindrical granules. The granules are shaped into spherical aggregates by rolling on a spiral vane rotating in a vertical cylinder.
A method for producing sized soil lumps characterized by continuous discharge from the bottom of a vertical cylinder. 2. Using clay as the main material, add an acrylic acid ester liquid adhesive to it, adjust the water content to a plasticity range, and crush and mix with a roller mixer.
A thin film of the above-mentioned liquid adhesive is attached around the soil particles to form agglomerated mixed soil, which is then pumped through an outer cylinder equipped with a perforated plate with a hole diameter of 2 to 30 mm at the tip to form short cylindrical granules. The granules are shaped into spherical aggregates by rolling on a spiral vane rotating in a vertical cylinder.
The sized soil lumps that are continuously discharged from the bottom of a vertical cylinder are collected, and the sized soil lumps are combined with a binder that has a strong cohesive force and high stability, such as a syrup-like mixture made by adding a thickener to liquid acrylic ester. A paving method using sized soil lumps, which is characterized by mixing, adhering the sized soil lumps to each other, spreading the same on the ground, rolling the surface with rollers, and joining each sized soil lump.
JP22386283A 1983-11-28 1983-11-28 Uniform particle soil lump and soil lump group Granted JPS60115702A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22386283A JPS60115702A (en) 1983-11-28 1983-11-28 Uniform particle soil lump and soil lump group

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22386283A JPS60115702A (en) 1983-11-28 1983-11-28 Uniform particle soil lump and soil lump group

Publications (2)

Publication Number Publication Date
JPS60115702A JPS60115702A (en) 1985-06-22
JPH0161122B2 true JPH0161122B2 (en) 1989-12-27

Family

ID=16804868

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22386283A Granted JPS60115702A (en) 1983-11-28 1983-11-28 Uniform particle soil lump and soil lump group

Country Status (1)

Country Link
JP (1) JPS60115702A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6198801A (en) * 1984-10-19 1986-05-17 東亞合成株式会社 Stabilization of ground surface
JPS63219702A (en) * 1987-03-06 1988-09-13 日本植生株式会社 Production of soil adjusted in particle size
JPS63315710A (en) * 1987-03-07 1988-12-23 日本植生株式会社 Execution of sports surface having water permeability

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5929726B2 (en) * 1977-06-07 1984-07-23 千代田化工建設株式会社 Flexible water permeable pavement
JPS5734180A (en) * 1980-08-07 1982-02-24 Nippon Hodo Co Ltd Conditioning of sticky soil
JPS57141483A (en) * 1981-02-27 1982-09-01 Oshio Sangyo Kk Granulating method for soil containing a great deal of clay or silt material

Also Published As

Publication number Publication date
JPS60115702A (en) 1985-06-22

Similar Documents

Publication Publication Date Title
KR100259543B1 (en) Elastic permeable concrete and its manufacturing method
US4826350A (en) Method for constructing water-permeable sports surface and the like
JPH0161122B2 (en)
EP1939356A2 (en) Covering for paths, playing and sport areas and method for manufacturing such a covering
WO2005002323A1 (en) Grass growing superstrate and methods of use
JP3549006B2 (en) Oil sand, surface layer material containing the oil sand, and method of construction
JP2004067909A (en) Soil conditioner and mulching method using it
CN107188462B (en) Anti-icing asphalt concrete and preparation method thereof
JP3927551B2 (en) Planting soil and its manufacturing method
JPS644010B2 (en)
Anand et al. A Comparative Study B/W Black Cotton Soil and Alluvial Soil for Economical Pavement Design by Lime & Fly-Ash Stabilization
JPH0873852A (en) Construction method for earth building materials and permeable ground
JP2752916B2 (en) Soil improving mixture, method for producing the same and soil improving method
JPH09296406A (en) Earth-paving agent and earth pavement and dust proofing method
JPH07207612A (en) Upper layer roadbed materials for road washing waste granules and their manufacturing method
JPS5991229A (en) Greens-planting work for slope and net therefor
EP0826298A2 (en) Plant substrate
JPH0141762B2 (en)
JPH0326722B2 (en)
KR20050116769A (en) Mortar type soil pavement method
US1452898A (en) Process of treating rock asphalt
US1704771A (en) Pavement
JP2920815B2 (en) Elastic perforated pavement
JPS6125859Y2 (en)
JPS6033907A (en) Paving method