JPH0141762B2 - - Google Patents
Info
- Publication number
- JPH0141762B2 JPH0141762B2 JP58141594A JP14159483A JPH0141762B2 JP H0141762 B2 JPH0141762 B2 JP H0141762B2 JP 58141594 A JP58141594 A JP 58141594A JP 14159483 A JP14159483 A JP 14159483A JP H0141762 B2 JPH0141762 B2 JP H0141762B2
- Authority
- JP
- Japan
- Prior art keywords
- paving
- water
- sludge
- soil
- water sludge
- 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
Links
Landscapes
- Road Paving Structures (AREA)
- Treatment Of Sludge (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Description
【発明の詳細な説明】
この発明は浄水場から採取される上水汚泥を使
用して各種競技施設や遊歩道等の舗装面を形成す
ることを可能にした舗装方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a paving method that makes it possible to form paved surfaces for various competition facilities, promenades, etc. using clean water sludge collected from a water purification plant.
浄水場では、沈澱池やろ過池で分離された河川
水中の不純物である上水汚泥(スラツジともい
う)を固形物化して運搬可能にすることを目的と
して排水処理を行なつている。 Water treatment plants carry out wastewater treatment with the aim of converting clean water sludge (also called sludge), which is an impurity in river water separated by sedimentation basins and filtration basins, into a solid substance that can be transported.
排水処理の基本は濃縮・脱水・乾燥の3操作に
あり、要するに上水汚泥を減水して、有価物があ
ればこれを回収し、最終的に生成物を固化、最小
化することである。 The basics of wastewater treatment are three operations: concentration, dehydration, and drying.In short, the water sludge is reduced, valuables are recovered if any, and the final product is solidified and minimized.
このような汚泥処理法として代表的なものに、
ポリマー添加ペレツト化濃縮法や、PAC(ポリ塩
化アルミニユーム)処理法のように高分子凝集剤
を使用するものがある。 Typical sludge treatment methods include:
There are methods that use polymer flocculants, such as the polymer addition pelletization concentration method and the PAC (polyaluminum chloride) treatment method.
これを説明すると、例えばポリマー添加ペレツ
ト化濃縮法では、採取した上水汚泥に水ガラス
(珪酸ナトリウム)とポリアクリルアミド等のポ
リマーを混和してペレツト化し、これを天日乾燥
により、あるいはロールプレスで圧壊したのち乾
燥炉にて乾燥することにより、運搬可能な程度に
まで脱水して固形物状の汚泥(これをケーキとも
いう)を生成する。 To explain this, for example, in the polymer-added pelletization and concentration method, water glass (sodium silicate) and a polymer such as polyacrylamide are mixed with collected clean water sludge to form pellets, which are then dried in the sun or in a roll press. After crushing, the sludge is dried in a drying oven to dehydrate it to the extent that it can be transported, producing solid sludge (also called cake).
このようにして得られた固形物状の汚泥は、外
観的には荒木田土などの舗装用土材料に酷似して
いるが、比較的粒度が粗く、また水分、灼熱残渣
が極めて多いので乾燥収縮が激しいという欠点が
ある。仮に上水汚泥を舗装用材料として使用する
と、乾燥が進むにつれ硬化すると共に無数に亀裂
を生じるため到底使用に耐えないものとなる。 The solid sludge obtained in this way is very similar in appearance to paving soil materials such as Arakida soil, but it has a relatively coarse particle size and has an extremely large amount of moisture and burnt residue, so it does not shrink when drying. It has the disadvantage of being intense. If tap water sludge were to be used as a paving material, it would harden as it dries and cause countless cracks, making it completely unusable.
このような事情から、上水汚泥は砂利採取跡の
埋立てなどに使用するほかに有効な利用法が見出
せないというのが現状である。 Due to these circumstances, the current situation is that there is no effective way to use water sludge other than to use it for reclamation of gravel extraction sites.
一方、テニスコートや遊歩道などの土舗装面を
形成するローム、シルト質粘土、細砂及びこれら
の混成物にあたる荒木田土など、舗装用の土材料
は競技施設等の普及に伴つてその需要に応えるの
が年々困難になつてきている。 On the other hand, the demand for soil materials for paving, such as loam, silty clay, fine sand, and Arakida soil, which is a mixture of these, which form the soil paved surfaces of tennis courts and promenades, is increasing as competition facilities become more popular. It is becoming more difficult every year.
本発明はこのような現状の下に創案されたもの
で、上水汚泥を一般の舗装用土材料に増量材とし
て混和することにより土材料の不足を解消すると
ともに、耐水性、透水性及び耐久性を兼備した舗
装面を提供することを目的とするものである。 The present invention was devised under these circumstances, and it solves the shortage of soil materials by mixing clean water sludge with general paving soil materials as an extender, and improves water resistance, permeability, and durability. The purpose of this project is to provide a paved surface that has the following features.
このために本発明では、まずポリマー添加ペレ
ツト化濃縮法汚泥あるいはPAC法処理汚泥のよ
うに高分子凝集剤を添加して処理された上水汚泥
をほぼ細砂以下(粒径略200μ以下が望ましい)
の粒状に粉砕する。 For this reason, in the present invention, first, water sludge treated by adding a polymer coagulant, such as polymer-added pelletized thickening method sludge or PAC method treated sludge, is processed into water sludge that is approximately fine sand or smaller (preferably particle size of approximately 200μ or less). )
Grind into granules.
処理済汚泥の水分含有率は約20〜60%であり、
そのままでは可塑性が大きすぎて粉砕が困難であ
るから、さらに乾燥して硬化させたのち機械的に
粉砕する。 The moisture content of treated sludge is approximately 20-60%,
As it is too plastic, it is difficult to crush it, so it is further dried and hardened and then mechanically crushed.
ただし、水分含有率が30〜60%の状態では、上
水汚泥はタイヤローラ等を使用して加圧すること
により微粒子状に破壊する性質があるので、上水
汚泥を舗装用基礎上に敷設して上記水分含有率を
保つたまま(必要に応じて散水する)、先に述べ
た粒度になるまで加圧作業を繰り返すようにして
もよい。 However, when the water content is 30 to 60%, water sludge has the property of breaking down into fine particles when pressurized using tire rollers, etc., so water sludge should not be laid on the pavement foundation. The pressurizing operation may be repeated while maintaining the above-mentioned moisture content (sprinkling water if necessary) until the particle size described above is achieved.
次に、粉砕した汚泥に対して、例えばローム、
シルト質粘土、細砂などから構成される、少なく
ともシルト質もしくは粘土質を有する舗装用土材
料を全体における容積比が20〜80%になるように
混合し、混練機等にかけて充分に混ぜ合わせる。
なお、上水汚泥を既述したようにして舗装用基礎
上で加圧磨砕した場合には、これをトラクタ等に
より掘り起こしてから舗装用土材料を混合撹拌す
る。 Next, for example, loam,
Paving soil materials having at least silt or clay, consisting of silty clay, fine sand, etc., are mixed so that the volume ratio of the whole is 20 to 80%, and thoroughly mixed using a kneader or the like.
In addition, when the water sludge is pressurized and ground on the pavement foundation as described above, it is excavated by a tractor or the like, and then the paving soil material is mixed and stirred.
高分子凝集剤が添加された上水汚泥と土材料と
の混合物は、水分が蒸発すると硬化して強固な舗
装面を形成するのであるが、このときの舗装面の
硬度及び強度は凝集剤の含有割合が多いほど高め
られる。従つて、舗装用土材料の混合割合は上水
汚泥に含まれる凝集剤の量と舗装面に要求される
物理的性質に応じて、上述の範囲内で適宜に決定
する。 A mixture of clean water sludge and soil material to which a polymer flocculant has been added hardens when the water evaporates and forms a strong paved surface, but the hardness and strength of the paved surface are determined by the flocculant. The higher the content, the higher the content. Therefore, the mixing ratio of the paving soil materials is appropriately determined within the above range depending on the amount of flocculant contained in the water sludge and the physical properties required of the paved surface.
上水汚泥と舗装用土材料の可塑性混合物は、水
分が蒸発して硬化する前に、あるいは適当に水分
を付与しながら整地し、転圧を施して舗装面に仕
上げる。 The plastic mixture of water sludge and paving soil material is prepared into a paved surface by leveling the ground and applying compaction before the water evaporates and hardens, or while adding appropriate water.
このようにして形成した土舗装面は、汚泥粒子
及び土を構成するロームや細砂等の粒子が処理汚
泥中の添加剤で被覆され、さらに転圧を行なうこ
とにより土粒子同士が磨砕されると共に舗装用土
材料の有するシルト質もしくは粘土質により汚泥
及び土の粒子相互が粘着的に結合するため、乾燥
硬化後は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り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。 In the soil paved surface formed in this way, the sludge particles and particles such as loam and fine sand that make up the soil are coated with the additives in the treated sludge, and the soil particles are further ground by compaction. At the same time, the silt or clay of the paving soil material binds the sludge and soil particles adhesively to each other, making it difficult to dissolve in water after drying and hardening, and does not break even when subjected to impact such as movement. It exhibits extremely high durability as it hardly turns into dust.
また、土粒子間には従来の土舗装と同様に間隙
が残るため透水性が保たれ、従つて降雨量にもよ
るが雨が上つ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(ぬかる
みにならない)もあつ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 soil particles, just like in conventional soil pavement, and therefore, depending on the amount of rainfall, rainwater is quickly absorbed into the underground layer after it rains. As mentioned above, it has high water resistance (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、外観的には土舗装そのものであり、土
に特有の適度な弾性を保つているので使用感も申
し分のないものとなる。 Furthermore, it looks just like earthen pavement and maintains the appropriate elasticity characteristic of earth, making it extremely comfortable to use.
以上のように本発明によれば、土舗装に特有の
好ましい性質を有し、かつ耐久性、耐水性に優れ
た、従つて保守に手間のかからない舗装面が容易
に得られる一方、採取困難になりつつある一般舗
装用土材料の増量材として上水汚泥の有効利用が
図れるという効果を生じる。 As described above, according to the present invention, it is possible to easily obtain a paved surface that has favorable properties unique to earthen pavement, is excellent in durability and water resistance, and is therefore easy to maintain, and is difficult to collect. This has the effect that water sludge can be used effectively as an extender for general paving soil materials, which are becoming increasingly popular.
Claims (1)
化アルミニユーム処理法のいずれかの処理が施さ
れた上水汚泥を細砂以下の粒状に粉砕したのち、
全体における容積比が20〜80%となるように、シ
ルト質および/または粘土質を有する舗装用土材
料を混合して撹拌し、この混合物を舗装用基礎上
にて整地、転圧して舗装面を形成することを特徴
とする舗装方法。 2 上水汚泥は、舗装用基礎上に敷設して30〜60
%の水分を含ませた状態で加圧して磨砕し、その
後これを掘り起こして舗装用土材料を混合撹拌す
る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。[Claims] 1. After pulverizing clean water sludge that has been treated with either the polymer addition pelletization concentration method or the polychlorinated aluminum treatment method into particles smaller than fine sand,
Paving soil materials having silt and/or clay are mixed and stirred so that the total volume ratio is 20 to 80%, and this mixture is leveled and compacted on a paving foundation to form a paved surface. A paving method characterized by forming. 2 Water sludge is laid on the pavement foundation and
2. The paving method according to claim 1, wherein the paving method comprises pressurizing and grinding the soil in a state in which it contains 100% water, and then digging it up and mixing and stirring the paving soil material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14159483A JPS6033908A (en) | 1983-08-02 | 1983-08-02 | Paving method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14159483A JPS6033908A (en) | 1983-08-02 | 1983-08-02 | Paving method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6033908A JPS6033908A (en) | 1985-02-21 |
JPH0141762B2 true JPH0141762B2 (en) | 1989-09-07 |
Family
ID=15295634
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14159483A Granted JPS6033908A (en) | 1983-08-02 | 1983-08-02 | Paving method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6033908A (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0338039B1 (en) * | 1987-08-20 | 1992-12-02 | Jost-Ulrich Kügler | Process for sealing soil formations, in particular for creating waste disposal sites |
JPH0734406A (en) * | 1993-04-01 | 1995-02-03 | Haikuree:Kk | Paving method |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS52109745A (en) * | 1976-03-11 | 1977-09-14 | Masakuni Kanai | Practical use method for clean water sludge |
JPS53107941A (en) * | 1977-03-04 | 1978-09-20 | Masamoto Shimizu | Preparation of culture soil |
-
1983
- 1983-08-02 JP JP14159483A patent/JPS6033908A/en active Granted
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS52109745A (en) * | 1976-03-11 | 1977-09-14 | Masakuni Kanai | Practical use method for clean water sludge |
JPS53107941A (en) * | 1977-03-04 | 1978-09-20 | Masamoto Shimizu | Preparation of culture soil |
Also Published As
Publication number | Publication date |
---|---|
JPS6033908A (en) | 1985-02-21 |
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