JP3389113B2 - Artificial ground soil - Google Patents

Artificial ground soil

Info

Publication number
JP3389113B2
JP3389113B2 JP25979698A JP25979698A JP3389113B2 JP 3389113 B2 JP3389113 B2 JP 3389113B2 JP 25979698 A JP25979698 A JP 25979698A JP 25979698 A JP25979698 A JP 25979698A JP 3389113 B2 JP3389113 B2 JP 3389113B2
Authority
JP
Japan
Prior art keywords
soil
volume
charcoal
water
water purification
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
JP25979698A
Other languages
Japanese (ja)
Other versions
JP2000087342A (en
Inventor
裕隆 佐藤
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.)
Sumitomo Forestry Co Ltd
Original Assignee
Sumitomo Forestry Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sumitomo Forestry Co Ltd filed Critical Sumitomo Forestry Co Ltd
Priority to JP25979698A priority Critical patent/JP3389113B2/en
Publication of JP2000087342A publication Critical patent/JP2000087342A/en
Application granted granted Critical
Publication of JP3389113B2 publication Critical patent/JP3389113B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/24Structural elements or technologies for improving thermal insulation
    • Y02A30/254Roof garden systems; Roof coverings with high solar reflectance
    • 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
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B80/00Architectural or constructional elements improving the thermal performance of buildings
    • Y02B80/32Roof garden systems

Landscapes

  • Cultivation Of Plants (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Treatment Of Sludge (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、人工地盤用植栽土壌に
関する。更に詳細には、浄水場発生土を利用した屋上等
の人工地盤用土壌であって、物理的特性の優れた人工地
盤用土壌に関する。
TECHNICAL FIELD The present invention relates to a planting soil for artificial ground. More specifically, the present invention relates to a soil for artificial ground such as a rooftop using soil generated from a water purification plant, which is excellent in physical properties.

【0002】[0002]

【従来の技術】浄水場発生土の植物育成用培地としての
利用については、日本土壌肥料学会編(博友社)“浄水
処理ケーキ:特性と農業利用上の問題点”に詳細に記載
されている。一般に浄水場発生土を植物育成培地として
利用するために、次のような問題点が挙げられている。 加圧脱水された浄水場発生土は板状を呈し、 また、そ
の大きさもばらつきが大きく、そのままでは人工地盤用
土壌材としての物理性が確保できない。 浄水場発生土の含水率は夏季が低く、 冬季が高いとい
う季節的な変動がある。 浄水処理の過程でポリ塩化アルミニウムや硫酸アルミ
ニウムが添加され、発生土中のアルミニウム含有量が著
しく高くなるためにリン酸欠乏土壌となる。 原水中の浮遊物質に含まれる天然由来のマンガンが、
浄水場発生土中のマンガン含量を高め、マンガン過剰土
壌である。
2. Description of the Related Art The use of soil from a water purification plant as a medium for growing plants is described in detail in "Water Treatment Cake: Characteristics and Problems in Agricultural Utilization" edited by Japan Society of Soil Fertilizers (Hakuyusha). There is. In general, the following problems are raised in order to use the soil generated from the water purification plant as a plant growth medium. Soil generated from the water treatment plant that has been dehydrated under pressure has a plate-like shape, and the size of the soil also varies widely, and the physical properties of the soil material for artificial ground cannot be ensured as it is. The water content of the soil produced by the water treatment plant varies seasonally, with low summer and high winter. Polyaluminum chloride and aluminum sulphate are added during the process of water purification, and the aluminum content in the generated soil becomes extremely high, resulting in phosphate-deficient soil. Naturally-occurring manganese contained in suspended matter in raw water
It is a manganese-rich soil with an increased manganese content in the soil generated from the water purification plant.

【0003】浄水場発生土を野菜、花卉、樹木などの植
物育成培地をして利用する場合、前述のアルミニウムに
よるリン酸固定やマンガン過剰など浄水場発生土が持つ
問題点を解決する目的と、さらに、培地の透水性や保水
性などの物理性やpH、ECなどの化学性を植物の成育
に最適にする必要がある。凝集剤としてポリ塩化アルミ
ニウムや硫酸アルミニウムを添加し、加圧法により脱水
処理した浄水場発生土を利用して植物育成培地を得る方
法には、浄水場発生土にゼオライトを32〜70%混合
して利用する方法(特開平4−197110号公報)、
粒状に粉砕された浄水ケーキを、水分調整と植物培養土
に適する土壌改良の為に細かく破砕したバーク(樹皮)
等有機質素材と混合し、さらに動植物性有機肥料を添加
することにより、細菌、放線菌等の有効微生物の活動を
促し、農業用、樹木植栽用、法面緑化等の吹付け用等広
範な用途に供する高栄養の培養土を製造する方法(特開
平05−207816号公報)、浄水場発生土に牛糞堆
肥、籾殻を添加し、25〜30℃で一定期間インキュベ
ートしてから利用する方法(日本土壌肥料学会誌 第6
4巻 第4号(1993)P.385−392)などが
ある。これらの方法は、製造に時間がかかり製造効率が
悪かったり、植物の成育に最適な物理・化学性が十分得
られないなどの理由から工業的に大量の植物育成培地を
生産するために最適な方法ではなく、このためには浄水
場発生土に堆肥、ピートモス、燐酸肥料等を混合して利
用する方法(特開平5−219832号公報)や浄水場
発生土中に過剰量のマンガンを含む浄水場発生土に対し
てはさらにゼオライト、軽量気泡コンクリート、コーラ
ルなどを混合する方法(特開平7−227144号公
報)が好ましい。しかし、これらの方法は植物の育成用
培地として主にポットやプランターといった栽培容器を
用いた栽培や植穴客土などを想定したものが多く、 屋上
等の人工地盤という特殊な利用場面に適したのもとはい
えない。とくに樹木を植栽する場合、 栽培期間が長期
間、場合によっては半永久的になるため、 経年的に土壌
の量が減少したり、 浸食により土壌孔隙が埋まるために
通気性、 透水性が不良になるなど物理性の維持が問題だ
った。また、浄水ケーキやバーク堆肥などを用いた場
合、 土壌より流亡する水が着色する場合があり、 排水が
適切に行われなかった場合、 屋上の表面など建造物に色
が付き、美観を損ねる場合があった。
When the soil produced by the water purification plant is used as a medium for growing plants such as vegetables, flowers and trees, the purpose is to solve the above-mentioned problems of the soil produced by the water purification plant such as phosphoric acid fixation by aluminum and excess manganese. Furthermore, it is necessary to optimize the physical properties such as water permeability and water retention of the medium and the chemical properties such as pH and EC for the growth of plants. To obtain a plant growth medium by using water purification plant generated soil that has been dehydrated by a pressure method by adding polyaluminum chloride or aluminum sulfate as a coagulant, a zeolite is mixed in the treatment water generated soil in an amount of 32 to 70%. Method (Japanese Patent Laid-Open No. 4-197110),
A bark (bark) that was crushed into fine particles to finely crush the purified water cake to adjust the water content and improve the soil suitable for plant culture soil.
By mixing with organic materials, such as organic materials, and by adding animal and plant organic fertilizers, the activity of effective microorganisms such as bacteria and actinomycetes is promoted, and it is widely used for agriculture, tree planting, spraying for slope greening, etc. A method for producing a high-nutrient culture soil for use (Japanese Patent Laid-Open No. 05-207816), a method for adding cow dung compost and rice husks to a water treatment plant soil, and incubating at 25 to 30 ° C. for a certain period before use ( Journal of Japan Soil Fertilizer Society No. 6
Volume 4, No. 4 (1993) P. 385-392). These methods are optimal for industrially producing a large amount of plant growth medium because of the time-consuming production, poor production efficiency, and insufficient physical / chemical properties optimal for plant growth. Instead of the method, for this purpose, a method of mixing compost, peat moss, phosphate fertilizer, etc. with the soil produced from the water treatment plant (Japanese Patent Laid-Open No. 5-219832) or a water purification plant containing excess manganese in the soil produced from the water treatment plant A method of further mixing zeolite, lightweight cellular concrete, coral or the like with the field-generated soil (JP-A-7-227144) is preferable. However, most of these methods assume cultivation such as cultivation using pots or planters as cultivation medium and planting soil as a medium for growing plants, and they are also suitable for special usage such as artificial ground such as rooftops. Not really. Especially when planting trees, the cultivation period becomes long, and in some cases semi-permanent, the amount of soil decreases over time, and soil porosity is filled by erosion, resulting in poor air permeability and water permeability. It was a matter of maintaining physicality. Also, when using purified water cake or bark compost, the water spilled from the soil may be colored, and if drainage is not done properly, the structure such as the rooftop surface may be colored and spoil the appearance. was there.

【0004】一方、 屋上等の緑化では屋上面に防水処理
を施したあと、黒曜石系パーライトや特殊排水板などに
よって排水層を設けた上に土壌を客土し植物を植え付け
る方法がとられる。用いる土壌は自然土壌、自然土壌を
土壌改良材で改良したもの、人工的に製造された軽量土
壌が用いられる。自然土壌を用いる場合は植物の成育に
対して好適な土壌環境が得られるものの、重量が重くな
る、良質な自然土壌が入手しにくいといった問題点があ
る。人工軽量土壌は、真珠岩系黒曜石系パーライトを主
成分にした無機質系人工軽量土壌、黒曜石系パーライト
や岩石焼成物に有機質資材を混合した有機質混合人工軽
量土壌、針葉樹の樹皮を主成分とする有機質系人工軽量
土壌に分類される。これらの土壌は、軽量化や保水性の
向上を目的に植物が生存できる最低限の性能を有する土
壌として作られているため、 自然土壌と大きく性質が異
なり、保肥力や緩衝力に劣ったり、易分解性有機物や土
壌微生物が不足し易いなど植物の成育に必ずしも好まし
い条件ではなく、植栽した樹木の成育不良、葉の黄化、
数年以上の長期間での植物の衰退といった現象が見られ
る場合があった。このため、良質な緑を得るためには、
肥料管理、かん水管理を自然土壌を用いた場合よりきめ
細かく行う必要があった。
On the other hand, in the case of greening on the rooftop, a method of applying a waterproof treatment to the rooftop surface and then providing a drainage layer with obsidian-based perlite or a special drainage board and then planting soil as a soil for planting is adopted. The soil used is natural soil, natural soil improved with a soil improving material, or artificially manufactured lightweight soil. When natural soil is used, a soil environment suitable for plant growth can be obtained, but there are problems that the weight becomes heavy and it is difficult to obtain high-quality natural soil. Artificial lightweight soils are inorganic artificial lightweight soils containing pearlite obsidian perlite as the main component, organic mixed artificial lightweight soils containing obsidian perlite and burned rocks with organic materials, and organic substances mainly containing coniferous bark. Classified as artificial lightweight soil. Since these soils are made as soils with the minimum performance that plants can survive for the purpose of weight reduction and improvement of water retention, the properties are greatly different from natural soils, poor fertilizing ability and buffering ability, Not necessarily favorable conditions for plant growth such as easy degradability of organic matter and soil microorganisms, poor growth of planted trees, yellowing of leaves,
In some cases, phenomena such as plant decline over a long period of several years were observed. Therefore, in order to obtain good quality green,
Fertilizer management and brackish water management needed to be performed more finely than when using natural soil.

【0005】[0005]

【発明が解決しようとする課題】従って、本発明の目的
は、浄水ケーキを屋上等の人工地盤用土壌として用いた
時に生じる物理性の悪化や流亡水による建造物の着色を
軽減したものであり、 保肥力、 緩衝力が高く、 易分解性
有機物や土壌微生物を十分に含み、植物の成育に適し
た、浄水場発生土を利用した屋上等の人工地盤用土壌を
提供することにある。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to reduce the deterioration of physical properties and the coloring of buildings due to runoff when the purified water cake is used as soil for artificial ground such as a rooftop. The purpose of the present invention is to provide a soil for artificial ground such as a rooftop that uses soil generated from a water purification plant, which has high fertilizer retention and buffering ability, contains sufficient easily degradable organic matter and soil microorganisms and is suitable for plant growth.

【0006】[0006]

【課題を解決するための手段】本発明は、浄水場発生土
に、多孔質火山礫を添加してなる人工地盤用土壌に関す
る。さらに、 本発明は、浄水場発生土に、多孔質火山礫
及び炭を添加して得られる人工地盤用土壌に関する。さ
らに、本発明は、浄水場発生土に、多孔質火山礫を10
〜30容量%となる量、及び炭を3〜15容量%となる
量添加してなる人工地盤用土壌に関する。さらに、本発
明は、浄水場発生土に、多孔質火山礫を10〜30容量
%となる量、炭3〜15容量%となる量、更にバーク堆
肥、ピートモス、パーライト及びリン酸肥料を添加して
得られる人工地盤用土壌に関する。
The present invention relates to a soil for artificial ground which is obtained by adding porous volcanic gravel to the soil generated from a water purification plant. Further, the present invention relates to soil for artificial ground obtained by adding porous volcanic gravel and charcoal to the soil generated from the water purification plant. Furthermore, the present invention provides porous volcanic gravel in the soil of the water purification plant 10 times.
The present invention relates to a soil for artificial ground, which is obtained by adding an amount of ˜30% by volume and charcoal of 3 to 15% by volume. Furthermore, the present invention adds porous volcanic gravel in an amount of 10 to 30% by volume, charcoal of 3 to 15% by volume, and bark compost, peat moss, perlite, and phosphate fertilizer to the water treatment plant soil. The present invention relates to the soil for artificial ground obtained.

【0007】[0007]

【発明の実施の形態】本発明で対象とする浄水場発生土
は、浄水場の脱水処理過程で発生した無薬注の発生土が
対象となる。浄水場発生土の使用量は、本発明の人工地
盤用土壌中、通常、30〜80容量%となる量、好まし
くは40〜60容量%となる量である。本発明では、浄
水場発生土を解砕するのが好ましい。浄水場発生土は粘
性があり、 砕き装置に付着しやすい傾向があるため、 解
砕する際は、特殊な砕き装置を用いるのが望ましい。 解
砕後の浄水場発生土は、粒径が16mm以下、好ましく
は12mm以下に分布するのが望ましい。 ここで粒径分
布とはJIS Z 8801−1994に規定された網
ふるいを通して通過したものの重量を測定し求める。
BEST MODE FOR CARRYING OUT THE INVENTION The water treatment plant-generated soil targeted by the present invention is a non-chemical-injection soil generated in the dehydration process of the water purification plant. The amount of the soil generated from the water purification plant is usually 30 to 80% by volume, preferably 40 to 60% by volume in the artificial soil of the present invention. In the present invention, it is preferable to crush the soil produced by the water purification plant. Since the soil from the water purification plant is viscous and tends to adhere to the crushing equipment, it is desirable to use a special crushing equipment when crushing. It is desirable that the soil generated from the water purification plant after crushing has a particle size of 16 mm or less, preferably 12 mm or less. Here, the particle size distribution is determined by measuring the weight of the particles that have passed through a mesh sieve specified in JIS Z 8801-1994.

【0008】本発明では、 浄水場発生土に多孔質火山礫
を添加する。多孔質火山礫は、通常アズキ大の大きさで
黒色または褐色を呈する多孔質スコリアや、マグマが大
気中や水中に放出されたとき外圧の急激な低下により内
部のガスを放出し、多孔質となった岩石片である軽石な
どが含まれる。これらのうち、粒の硬さが指で容易に崩
れない程度以上あるものが望ましく、湿潤時の比重が
0.8以上1.2以下のものが望ましい。粒径は5〜3
0mmの範囲のものが望ましく、更には10〜20mm
の範囲のものが望ましい。多孔質火山礫の添加量は、本
発明の土壌中、通常、10〜30容量%となる量、好ま
しくは15〜25容量%となる量である。
In the present invention, porous lapilli are added to the soil produced by the water purification plant. Porous pebbles are usually porous scoria, which is black or brown in the size of adzuki bean, and when the magma is released into the atmosphere or water, the internal gas is released due to a sudden decrease in the external pressure, and it becomes porous. It includes pumice, which is a piece of rock. Among these, it is desirable that the hardness of the grains is not less than that which can be easily broken with fingers, and that the specific gravity when wet is 0.8 or more and 1.2 or less. Particle size is 5 to 3
The range of 0 mm is desirable, and further 10 to 20 mm
Those in the range of are desirable. The addition amount of the porous lapilli is usually 10 to 30% by volume, preferably 15 to 25% by volume in the soil of the present invention.

【0009】本発明では、 浄水場発生土に炭を添加する
のが好ましい。本発明で添加する炭は、植物性有機物を
炭化させたものならいずれのものでもよく、 その材料に
より木炭、 籾殻燻炭、製紙スラッジ炭、古紙スラッジ
炭、食品汚泥炭、コーヒー滓炭、ビール滓炭、家畜糞炭
などがある。本発明に用いる炭の粒径は、通常、3〜2
0mm、 好ましくは5〜10mmのものが望ましい。浄
水場発生土への添加量は本発明の人工地盤用土壌中、通
常、3〜15容量%となる量、好ましくは5〜10容量
%となる量である。
In the present invention, it is preferable to add charcoal to the soil generated from the water purification plant. The charcoal added in the present invention may be any charcoal obtained by carbonizing plant organic matter, and depending on the material, charcoal, rice husk charcoal, papermaking sludge charcoal, waste paper sludge charcoal, food sludge charcoal, coffee slag charcoal, beer slag. There are charcoal and livestock manure. The particle size of the charcoal used in the present invention is usually 3 to 2
A diameter of 0 mm, preferably 5 to 10 mm is desirable. The amount of addition to the soil generated from the water purification plant is usually 3 to 15% by volume, preferably 5 to 10% by volume in the soil for artificial ground of the present invention.

【0010】本発明では、浄水場発生土に、更にバーク
堆肥、ピートモス、パーライト及びリン酸肥料を添加す
るのが好ましい。本発明で添加するバーク堆肥は、樹木
の樹皮に鶏ふん、 尿素等を添加し、 自然堆積しあるいは
人為的に機械処理して、常法により得られる堆肥であ
る。浄水場発生土への添加量は本発明の人工地盤用土壌
材中、通常、10〜40容量%となる量、好ましくは2
0〜30容量%となる量である。本発明で添加するピー
トモスは、みずごけ泥炭(草炭)を精選、 乾燥、粉砕し
たもので、土壌膨軟化と保水性改良により土壌改良資材
として政令指定されており、一般に市販されている。本
発明に添加するピートモスにはとくに制限はないが、 含
水率が35%以上45%以下のものが望ましい。浄水場
発生土への添加量は本発明の人工地盤用土壌材中、通
常、5〜30容量%となる量、好ましくは10〜20容
量%となる量である。本発明で添加するリン酸肥料は、
特開平10−88137号公報記載の通り、一般農業用
に施用されているリン酸肥料を、それに含まれる全リン
酸中の保証リン酸成分としてク溶性リン酸を20重量%
以上含有し且つ保証リン酸成分中で水溶性リン酸が50
%以下であるように単独もしくは複数種類組み合わせて
用いる。リン酸肥料の添加量は、通常、リン酸成分とし
ての含有量が本発明の人工地盤用土壌中に500mg/
リットル以上となる量が好ましく、とくに800〜20
00mg/リットルとなる量が好ましい。本発明ではと
くに湿潤時比重を低くしたい場合、パーライトを添加す
るのが好ましい。パーライトは岩石を粉砕し、高温で加
熱、発泡させたもので、岩石の材料によって真珠岩系や
黒曜石系などのものがある。本発明ではとくに黒曜石系
パーライトを用いるのが好ましい。本発明に用いる黒曜
石系パーライトの粒径は、通常、2〜20mm、 好まし
くは5〜10mmのものが望ましい。浄水場発生土への
添加量は本発明の人工地盤用土壌中、通常、5〜30容
量%となる量、好ましくは10〜20容量%となる量で
ある。
In the present invention, it is preferable to further add bark compost, peat moss, perlite and phosphate fertilizer to the soil generated from the water purification plant. The bark compost to be added in the present invention is a compost obtained by a conventional method by adding chicken dung, urea or the like to the bark of a tree, naturally depositing it or artificially mechanically treating it. The amount added to the soil generated from the water purification plant is usually 10 to 40% by volume in the soil material for artificial ground of the present invention, preferably 2
The amount is 0 to 30% by volume. The peat moss added in the present invention is obtained by carefully selecting, drying, and crushing Mizugoke peat (grass charcoal), and is designated as a soil improving material by soil softening and water retention improvement, and is commercially available. The peat moss to be added to the present invention is not particularly limited, but those having a water content of 35% or more and 45% or less are desirable. The amount added to the soil produced by the water purification plant is usually 5 to 30% by volume, preferably 10 to 20% by volume in the soil material for artificial ground of the present invention. The phosphate fertilizer added in the present invention is
As described in Japanese Patent Application Laid-Open No. 10-88137, a phosphate fertilizer applied for general agriculture is used, and 20% by weight of fusible phosphoric acid is used as a guaranteed phosphoric acid component in the total phosphoric acid contained therein.
Contains 50% or more of water-soluble phosphoric acid
Used alone or in combination of two or more so as to be less than or equal to%. The addition amount of the phosphate fertilizer is usually 500 mg / content in the soil for artificial ground of the present invention as the phosphate component.
Amount of liter or more is preferable, especially 800 to 20
An amount of 00 mg / liter is preferable. In the present invention, it is preferable to add perlite when it is desired to lower the specific gravity when wet. Perlite is obtained by crushing rock, heating it at high temperature, and foaming it. Depending on the rock material, there are pearlite and obsidian. In the present invention, it is particularly preferable to use obsidian pearlite. The particle size of the obsidian pearlite used in the present invention is usually 2 to 20 mm, preferably 5 to 10 mm. The amount added to the soil generated from the water purification plant is usually 5 to 30% by volume, preferably 10 to 20% by volume in the artificial ground soil of the present invention.

【0011】[0011]

【発明の効果】浄水ケーキに多孔質火山礫を添加するこ
とによって、浄水ケーキを人工地盤用土壌に用いた時に
生じる物理性の悪化を軽減し、また、浄水ケーキに炭を
添加することによって、浄水ケーキを人工地盤用土壌に
用いた時に生じる流亡水による建造物の着色を軽減し、
保肥力、 緩衝力が高く、 易分解性有機物や土壌微生物を
十分に含み、植物の成育に適した屋上等の人工地盤用土
壌が得られる。従って、本発明によって、浄水ケーキを
屋上等の人工地盤用緑化土壌として有効に利用すること
が可能となった。
[Effects of the Invention] By adding porous gravel to the water purification cake, it is possible to reduce the deterioration of physical properties that occurs when the water purification cake is used as artificial soil, and by adding charcoal to the water purification cake, Reduces the coloring of buildings due to runoff that occurs when using a water purification cake for artificial ground soil,
The soil for artificial ground such as a rooftop, which has a high fertilizing power and a high buffering power, contains a sufficient amount of easily decomposable organic matter and soil microorganisms and is suitable for growing plants, can be obtained. Therefore, according to the present invention, the purified water cake can be effectively used as a green soil for artificial ground such as a rooftop.

【0012】[0012]

【実施例】次に試験例及び実施例に基づいて本発明を更
に詳細に説明するが、本発明はこれらの試験例及び実施
例によって何等制限されるものではない。
EXAMPLES The present invention will be described in more detail based on the test examples and examples, but the present invention is not limited to these test examples and examples.

【0013】試験例1 浄水場発生土60容量%、バーク堆肥20容量%、ピー
トモス15容量%、炭5容量%の割合で混合したもの
に、表1に示した割合で多孔質火山礫を混合し、物理性
の測定を行った。供試した多孔質火山礫は金沢産軽石を
用い、粒径は3〜20mmに調整したものを用いた。施
工時と施工後の物理性の変化を想定し、以下のような方
法で調査を行った。 施工時の体積減少率 容量5リットル(深さ19.8cm)の円柱状の試験容
器に土壌を充填する。このとき、試験容器を5cmの高
さから3回落として土壌を詰め、すり切り程度に充填す
る。試験容器内の土壌表面に平均0.3Kg/cm2
静圧をかけ、試験容器表面からの土壌の沈降長を測定
し、体積減少率を算出する。また、pF1.8時の三相
分布を実容積測定法により測定した。また飽和透水係数
も測定した。これらの測定は、土壌環境分析法、土壌環
境分析法編集委員会編、博友社記載の方法で行った。結
果は表1に示した。
Test Example 1 60% by volume of soil generated from a water purification plant, 20% by volume of bark compost, 15% by volume of peat moss, and 5% by volume of charcoal were mixed with porous volcanic gravel at the ratio shown in Table 1. Then, the physical properties were measured. Pumice stone from Kanazawa was used as the tested porous lapilli, and the particle size was adjusted to 3 to 20 mm. Assuming a change in physical properties during and after construction, the survey was conducted using the following method. Soil is filled into a cylindrical test container having a volume reduction rate of 5 liters (depth 19.8 cm) during construction. At this time, the test container is dropped from a height of 5 cm three times to fill the soil, and the soil is filled into the ground. An average static pressure of 0.3 kg / cm 2 is applied to the soil surface in the test container, the sedimentation length of the soil from the test container surface is measured, and the volume reduction rate is calculated. The three-phase distribution at pF1.8 was measured by the actual volumetric method. The saturated hydraulic conductivity was also measured. These measurements were carried out by the methods described in Soil Environment Analysis Method, Soil Environment Analysis Method Editing Committee, Hakuyusha. The results are shown in Table 1.

【0014】施工後の物理性変化 余剰水は排水されるが、土壌は流出しないように網を設
置した容量5リットル(深さ19.8cm)の円柱状の
試験容器に土壌を充填する。このとき、試験容器を5c
mの高さから3回落として土壌を詰め、すり切り程度に
充填する。戸外で3ヶ月間放置し、試験容器表面からの
土壌の沈降長を測定し、さらに、土壌表面から10cm
の地点から50ml容量の試料円筒で土壌を採取し、p
F1.8時の三相分布、飽和透水係数を測定した。試料
の採取、三相分布、飽和透水係数の測定は土壌環境分析
法、土壌環境分析法編集委員会編、博友社記載の方法で
行った。結果は表2に示した。
Change in physical properties after construction Excess water is drained, but soil is filled into a cylindrical test container having a capacity of 5 liters (depth 19.8 cm) with a net installed so as not to run out. At this time, the test container is 5c
It is dropped three times from the height of m and stuffed with soil, and filled to a level of scraping. Leave it outdoors for 3 months, measure the sedimentation length of the soil from the surface of the test container, and further 10 cm from the soil surface.
Soil is sampled with a 50 ml sample cylinder from the point
The three-phase distribution and saturated hydraulic conductivity at F1.8 were measured. Sampling of samples, three-phase distribution, and measurement of saturated hydraulic conductivity were carried out by the methods described in Soil Environment Analysis Method, Soil Environment Analysis Method Editing Committee, Hakuyusha. The results are shown in Table 2.

【0015】[0015]

【表1】 表1 多孔質火山礫の添加が施工時を想定した土壌の物理性に及ぼす影響 ──────────────────────────────────── No. 添加量 体積減少率 三相分布(%) 飽和透水係数 (容量%) (%) 固相 液相 気相 (m/S) ─────────────────────────────────── 1 0 22.1 23 46 31 2.3×10-4 2 10 17.8 26 43 31 1.9×10-3 3 20 14.6 34 37 29 1.8×10-3 4 30 12.2 36 37 27 1.9×10-3 5 40 11.8 43 30 27 1.6×10-3 ────────────────────────────────────[Table 1] Table 1 Effect of addition of porous lapilli on physical properties of soil assuming construction ────────────────────────── ─────────── No. Addition amount Volume reduction rate Three-phase distribution (%) Saturated hydraulic conductivity (% by volume) (%) Solid phase Liquid phase Gas phase (m / S) ────────────────── ───────────────── 1 0 22.1 23 46 46 31 2.3 × 10 -4 2 10 17.8 26 43 31 1.9 × 10 -3 3 20 14 6.6 34 37 29 1.8 x 10 -3 4 30 12.2 36 36 27 27 1.9 x 10 -3 5 40 11.8 43 30 27 1.6 x 10 -3 ───────── ────────────────────────────

【0016】[0016]

【表2】 表2 多孔質火山礫の添加が施工後を想定した土壌の物理性に及ぼす影響 ──────────────────────────────────── No. 添加量 体積減少率 三相分布(%) 飽和透水係数 (容量%) (%) 固相 液相 気相 (m/S) ──────────────────────────────────── 1 0 23.4 32 47 21 9.3×10-4 2 10 18.6 32 46 22 4.2×10-3 3 20 15.1 36 38 26 3.2×10-3 4 30 11.9 38 37 25 1.8×10-3 5 40 11.5 44 29 27 1.6×10-3 ────────────────────────────────────[Table 2] Table 2 Effect of addition of porous lapilli on physical properties of soil after construction ────────────────────────── ─────────── No. Addition amount Volume reduction rate Three-phase distribution (%) Saturated hydraulic conductivity (% by volume) (%) Solid phase Liquid phase Gas phase (m / S) ────────────────── ────────────────── 1 0 23.4 32 47 47 9.3 × 10 -4 2 10 18.6 32 46 46 22 4.2 × 10 -3 3 20 15.1 36 38 26 26 3.2 × 10 −3 4 30 11.9 38 38 37 25 1.8 × 10 −3 5 40 11.5 44 29 27 27 1.6 × 10 −3 ──────── ─────────────────────────────

【0017】表1に示された結果から分るように、多孔
質火山礫の添加により体積減少率((実際の容量−設計
上の容量)/設計上の容量)が少なくなる傾向が見ら
れ、施工時のフケ率(実際の容量/設計上の容量)が下
がり歩留りが上がるとともに物理性の安定が図られるこ
とが示唆された。また、三相分布は多孔質火山礫の混合
で固相率が上がる傾向が見られた。ここで設計上の容量
とは、客土面積×客土の厚さ、を示す。表2に示された
結果から分るように、施工後を想定した物理性の調査結
果では、体積減少率は施工時を想定した時と同様に、多
孔質火山礫の添加により体積減少率が少なくなる傾向が
見られた。三相分布については、施工時を想定した時と
比べて多孔質火山礫を添加しないものの固相率は大きく
増加したが、多孔質火山礫の混合によって増加量が小さ
くなった。また、飽和透水係数については、多孔質火山
礫の添加割合が大きいほど大きくなり、多孔質火山礫の
添加によって透水性の不良が軽減されることが示唆され
た。また、これらの値は多孔質火山礫の添加割合が30
%以上では大きな差はなかった。
As can be seen from the results shown in Table 1, the volume reduction rate ((actual capacity-design capacity) / design capacity) tends to decrease with the addition of porous lapilli. It was suggested that the dandruff rate (actual capacity / designed capacity) at the time of construction is decreased and the yield is increased and the physical properties are stabilized. Moreover, in the three-phase distribution, the solid fraction tended to increase with the mixing of porous lapilli. Here, the design capacity indicates the area of the soil × the thickness of the soil. As can be seen from the results shown in Table 2, in the result of the physical examination assuming post-construction, the volume reduction rate is similar to that when the construction was performed, and the volume reduction rate was increased by the addition of porous lapilli. The tendency was to decrease. Regarding the three-phase distribution, the solid phase ratio increased significantly when porous gravel was not added, but the increase was smaller due to the mixing of porous gravel than when the construction was assumed. It was also suggested that the saturated hydraulic conductivity increases as the proportion of porous lapilli added increases, and the poor permeability is reduced by the addition of porous lapilli. In addition, these values show that the addition ratio of porous lapilli is 30
There was no big difference above%.

【0018】試験例2 浄水場発生土60容量%、バーク堆肥15容量%、ピー
トモス5容量%、金沢産軽石20容量%の割合で混合し
たものに、表3、表4及び表5に示した割合で炭を混合
し、供試土壌とした。肥料はリン酸肥料として熔燐を1
500mg/l添加した。炭の添加が人工地盤用土壌の
保水性と植物の成育、構造物への着色に及ぼす影響、及
び土壌の塩基置換容量(CEC)、有機物含有量及び微
生物数に及ぼす影響について調査した。炭は粒径3〜1
0mmの木炭を用いた。比較対照に自然土壌(普通黒ボ
ク土、つくば市)、人工軽量土壌(パーライト主体)を
用い、ロング180(チッソ旭肥料(株)ハイコントロ
ール085の180タイプ(チッソ::リン:カリ=1
0:18:15))を5g/l施肥した。供試植物にシ
ラカシ、ハナミズキを用い、 成育を比較した。試験は3
反復行った。供試土壌を10リットル容量の鉢に詰め、
高さ約1.5mの苗を定植した。1997年2月に試験
を開始し、同年10月に樹高伸長量、葉色を調査した。
試験は速やかに排水されるコンクリート打ちされた露地
で行い、潅水は1週間に2〜3回程度行った。試験終了
時にコンクリートの着色程度を目視によって比較した。
また、栽培終了時の土壌のCEC、有機物含有量を土壌
環境分析法、土壌環境分析法編集委員会編、博友社記載
の方法で、微生物数について希釈平板法を用いて測定し
た。結果は、表3、表4及び表5に示した。
Test Example 2 Table 3, Table 4 and Table 5 show a mixture of 60% by volume of soil generated from a water purification plant, 15% by volume of bark compost, 5% by volume of peat moss, and 20% by volume of pumice from Kanazawa. Charcoal was mixed at a ratio to make a test soil. Fertilizer is 1 phosphorus as fertilizer
500 mg / l was added. The effects of addition of charcoal on the water retention of artificial soil, the growth of plants, the coloring of structures, and the effect of soil on base exchange capacity (CEC), organic matter content and microbial count were investigated. Charcoal has a particle size of 3 to 1
0 mm charcoal was used. Long soil 180 (Chisso Asahi Fertilizer Co., Ltd. High Control 085 180 type (Chisso :: Phosphorus: Kali = 1) is used for comparison with natural soil (normal black soil, Tsukuba City) and artificial lightweight soil (mainly perlite).
0:18:15)) was applied at 5 g / l. The growth was compared using white oak and dogwood as the test plants. Test 3
It was repeated. Fill the test soil in a 10 liter pot,
Seedlings with a height of about 1.5 m were planted. The test was started in February 1997, and the tree height growth and leaf color were investigated in October of the same year.
The test was carried out in a concrete-filled open field where water was quickly drained, and irrigation was carried out about 2-3 times a week. At the end of the test, the degree of coloring of the concrete was visually compared.
In addition, the CEC and organic matter content of the soil at the end of cultivation were measured by the dilution plate method for the number of microorganisms by the method described in Soil Environment Analysis Method, Soil Environment Analysis Method Editing Committee, Hakutosha. The results are shown in Tables 3, 4, and 5.

【0019】[0019]

【表3】 表3 炭の添加が人工地盤用土壌材の保水性とコンクリート面への着色程度に及 ぼす影響 ──────────────────────────────────── 添加量 易効性有効水分 難効性有効水分 コンクリート面への (容量) (g/cm3 ) (g/cm3 ) 着色程度 ──────────────────────────────────── 0% 0.33 0.12 著しく着色 5% 0.34 0.14 わずかに着色 10% 0.31 0.23 わずかに着色 20% 0.31 0.25 わずかに着色 黒ボク土 0.25 0.26 わずかに着色 人工軽量土 0.29 0.20 ほとんど着色なし ────────────────────────────────────[Table 3] Table 3 Effect of addition of charcoal on water retention of artificial soil material and degree of coloring on concrete surface ───────────────────── ──────────────── Addition amount Easy-effective effective water Refractory effective water (Volume) (g / cm 3 ) (g / cm 3 ) Coloring degree on concrete surface ─ ─────────────────────────────────── 0% 0.33 0.12 Remarkably colored 5% 0.34 0.14 Slightly colored 10% 0.31 0.23 Slightly colored 20% 0.31 0.25 Slightly colored Black soil 0.25 0.26 Slightly colored Artificial lightweight soil 0.29 0.20 Almost No coloring ────────────────────────────────────

【0020】[0020]

【表4】 表4 炭の添加が樹木の保水性と植物の成育に及ぼす影響 ──────────────────────────────────── 添加量 シラカシ ハナミズキ (容量) 樹高伸長量(cm)葉色 樹高伸長量(cm)葉色 ──────────────────────────────────── 0% 26.9 63.2 33.2 36.9 5% 27.6 66.3 35.1 34.5 10% 29.3 56.9 35.3 33.2 20% 26.0 48.3 28.6 24.5 黒ボク土 21.6 53.2 30.3 30.1 人工軽量土 16.9 38.4 26.9 21.0 ────────────────────────────────────[Table 4] Table 4 Effects of charcoal addition on water retention and plant growth of trees ────────────────────────────────────     Addition amount White oak Dogwood     (Capacity) Tree height extension (cm) Leaf color Tree height extension (cm) Leaf color ────────────────────────────────────     0% 26.9 63.2 33.2 36.9     5% 27.6 66.3 35.1 34.5     10% 29.3 56.9 35.3 33.2     20% 26.0 48.3 28.6 24.5   Black soil 21.6 53.2 30.3 30.1   Artificial lightweight soil 16.9 38.4 26.9 21.0 ────────────────────────────────────

【0021】[0021]

【表5】 表5 炭の添加が土壌のCEC、有機物含有量と微生物数に及ぼす影響 ──────────────────────────────────── 添加量 CEC 有機物含有量 微生物数(cfu) (容量) (%) 細菌 放線菌 糸状菌 ──────────────────────────────────── 0% 50.6 35.1 3×106 2×104 3×103 5% 48.2 39.6 1×107 1×105 4×103 10% 49.3 33.9 6×106 1×105 9×103 20% 46.3 52.1 1×107 2×105 6×103 黒ボク土 56.3 18.6 7×104 1×105 5×103 人工軽量土 18.3 2.6 2×103 1×103 1×102 ────────────────────────────────────[Table 5] Table 5 Effect of addition of charcoal on soil CEC, organic matter content and microbial count ──────────────────────────── ───────── Addition amount CEC Organic matter content Microbial count (cfu) (volume) (%) Bacteria Actinomycetes Filamentous fungi ──────────────────── ───────────────── 0% 50.6 35.1 3 × 10 6 2 × 10 4 3 × 10 3 5% 48.2 39.6 1 × 10 7 1 × 10 5 4 × 10 3 10% 49.3 33.9 6 × 10 6 1 × 10 5 9 × 10 3 20% 46.3 52.1 1 × 10 7 2 × 10 5 6 × 10 3 Black soil 56.3 18.6 7 × 10 4 1 × 10 5 5 × 10 3 Artificial lightweight soil 18.3 2.6 2 × 10 3 1 × 10 3 1 × 10 2 ─────────── ──────────────────── ─────

【0022】表3の結果に示されるように、炭の添加に
より、 有効水分のうちとくに難効性有効水分量が増加す
る(つまり乾燥に強くなる)傾向が見られた。また、炭
5%以上の添加でコンクリート面への着色が著しく軽減
された。添加量を多くしても大きな差は認められなかっ
た。表4の結果に示されるように、樹高生長量はいずれ
の樹種も10%までは、炭の添加量が多いほど旺盛な成
育が見られたが、20%ではほとんど差がないか、抑制
される傾向が見られた。とくに葉色は炭20%以上の添
加でやや薄くなる傾向が見られた。他土壌との比較で
は、いずれの試験区も普通黒ボク土と同等以上、人工軽
量土に比べると樹高伸長量、葉色とも著しく大きかっ
た。表5に示した結果から判るように、炭を添加してい
ないものでもCECが黒ボク土と同等で、有機物含有量
は高かった。この結果、微生物数が比較的高かった。人
工軽量土はこれらの土壌と比較していずれの項目も低い
値であった。
As shown in the results of Table 3, it was observed that the addition of charcoal tended to increase the amount of refractory effective water among the effective water (that is, strengthen the dryness). Also, the addition of 5% or more charcoal significantly reduced the coloring on the concrete surface. No significant difference was observed even if the addition amount was increased. As shown in the results of Table 4, in all tree species, the tree growth amount was up to 10%, and the more the amount of charcoal was added, the more vigorous the growth was. However, at 20%, there was almost no difference or the growth was suppressed. There was a tendency to change. In particular, the leaf color tended to become slightly lighter when 20% or more of charcoal was added. In comparison with other soils, all test plots were equal to or higher than ordinary Kuroboku soil, and were significantly larger than the artificial lightweight soil in terms of tree height extension and leaf color. As can be seen from the results shown in Table 5, even without addition of charcoal, CEC was similar to that of Kuroboku soil, and the organic matter content was high. As a result, the number of microorganisms was relatively high. The values of the artificial lightweight soils were low in all items compared with these soils.

【0023】実施例1 i) 下記の資材を、体積比で以下の様に混合し、屋上
等の人工地盤用緑化土壌を作成した。 浄水ケーキ (80%) 多孔質火山礫 (20%) ii)リンスターをリン酸成分として1500mg/リ
ットル
Example 1 i) The following materials were mixed in a volume ratio as described below to prepare a green soil for artificial ground such as a rooftop. Clean water cake (80%) Porous gravels (20%) ii) 1500 mg / liter of phosphorus star as phosphoric acid component

【0024】実施例2 i) 下記の資材を、体積比で以下の様に混合し、屋上
等の人工地盤用緑化土壌を作成した。 浄水ケーキ (70%) 多孔質火山礫 (20%) 炭 (10%) ii)リンスターをリン酸成分として1500mg/リ
ットル
Example 2 i) The following materials were mixed in a volume ratio as described below to prepare a green soil for artificial ground such as a rooftop. Clean water cake (70%) Porous gravels (20%) Charcoal (10%) ii) 1500 mg / liter of phosphorus as phosphoric acid component

【0025】実施例3 i) 下記の資材を、体積比で以下の様に混合し、特に
軽量化が要求される場合の屋上等の人工地盤用緑化土壌
を作成した。 浄水ケーキ (50%) 多孔質火山礫 (15%) 炭 ( 5%) バーク堆肥 (10%) ピートモス (10%) 黒曜石パーライト (10%) ii)リンスターをリン酸成分として1500mg/リ
ットル
Example 3 i) The following materials were mixed in a volume ratio as described below to prepare a green soil for artificial ground such as a rooftop when weight reduction is particularly required. Clean water cake (50%) Porous gravels (15%) Charcoal (5%) Bark compost (10%) Peat moss (10%) Obsidian perlite (10%) ii) 1500 mg / l of phosphorus as phosphoric acid component

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E02D 3/00 C02F 11/00 C09K 17/02 C09K 101:00 ─────────────────────────────────────────────────── ─── Continuation of front page (58) Fields surveyed (Int.Cl. 7 , DB name) E02D 3/00 C02F 11/00 C09K 17/02 C09K 101: 00

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 浄水場発生土に、多孔質火山礫を10〜
30容量%となる量、及び炭を3〜15容量%となる量
添加してなる人工地盤用土壌。
1. Porous gravels are contained in the soil of the water purification plant in an amount of 10 to 10.
Soil for artificial ground obtained by adding an amount of 30% by volume and charcoal of 3 to 15% by volume.
【請求項2】 浄水場発生土に、粒径5〜30mmの多
孔質火山礫と粒径3〜20mmの炭を添加する請求項1
記載の人工地盤用土壌。
2. The soil generated from the water purification plant is added with porous gravel having a particle size of 5 to 30 mm and charcoal having a particle size of 3 to 20 mm.
Soil for artificial ground described.
【請求項3】 浄水場発生土に、多孔質火山礫を10〜
30容量%となる量、炭を3〜15容量%となる量、更
にバーク堆肥、ピートモス、パーライト及びリン酸肥料
を添加してなる人工地盤用土壌。
3. Porous gravels are contained in the soil of the water purification plant in an amount of 10 to 10.
Soil for artificial ground, which is an amount of 30% by volume, an amount of charcoal of 3 to 15% by volume, and bark compost, peat moss, perlite, and phosphate fertilizer.
JP25979698A 1998-09-14 1998-09-14 Artificial ground soil Expired - Fee Related JP3389113B2 (en)

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Application Number Priority Date Filing Date Title
JP25979698A JP3389113B2 (en) 1998-09-14 1998-09-14 Artificial ground soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25979698A JP3389113B2 (en) 1998-09-14 1998-09-14 Artificial ground soil

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JP2000087342A JP2000087342A (en) 2000-03-28
JP3389113B2 true JP3389113B2 (en) 2003-03-24

Family

ID=17339125

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
JP (1) JP3389113B2 (en)

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