JPH0734406A - Paving method - Google Patents

Paving method

Info

Publication number
JPH0734406A
JPH0734406A JP7563393A JP7563393A JPH0734406A JP H0734406 A JPH0734406 A JP H0734406A JP 7563393 A JP7563393 A JP 7563393A JP 7563393 A JP7563393 A JP 7563393A JP H0734406 A JPH0734406 A JP H0734406A
Authority
JP
Japan
Prior art keywords
sludge
paving
treatment
mixed
soil
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
JP7563393A
Other languages
Japanese (ja)
Inventor
Hisao Osawa
久雄 大沢
Takashi Nakayama
孝志 中山
Katsuko Nakayama
克子 中山
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.)
HAIKUREE KK
Original Assignee
HAIKUREE 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 HAIKUREE KK filed Critical HAIKUREE KK
Priority to JP7563393A priority Critical patent/JPH0734406A/en
Publication of JPH0734406A publication Critical patent/JPH0734406A/en
Pending legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)
  • Treatment Of Sludge (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Abstract

PURPOSE:To reduce processing at purification plant. CONSTITUTION:Liquid or paste water supply sludge in sedimentation basin, concentrating tank, or sun dry furnace which is subject to a coagulating treatment with sulfuric acid aluminum, polyaluminum chloride, etc., or, after its treatment, subject to either of chemical filling treatment and non-chemical filling treatment is mixed with pavement soil material so that its volume ratio to the total becomes 30 to 80%. Then the mixture is arranged and stamped on paving base at a moisture content of 30 to 60% to form a paved surface.

Description

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

【0001】[0001]

【産業上の利用分野】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、校庭、公園の遊歩
道等の舗装面を形成する舗装方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a paving method for forming paving surfaces for various sports facilities, schoolyards, promenades in parks, etc. by using tap water sludge collected from water purification plants.

【0002】[0002]

【従来の技術】浄水場の処理過程で生じる上水汚泥があ
る。そのプロセスは、河川等から取水した原水から沈砂
池において土砂等が取除かれる。次に、硫酸アルミニウ
ム(硫酸バンド)やポリ塩化アルミニウム(PAC)等
の凝集剤等が添加され、沈殿池において浮遊物が沈降さ
れる。凝集沈降された汚泥は、薬剤注入処理法あるいは
無薬注処理法等により濃縮され、脱水、乾燥され、固形
物化される。
2. Description of the Related Art There is tap water sludge generated in the treatment process of water purification plants. In the process, sediment etc. are removed from the raw water taken from rivers etc. in the sand basin. Next, a flocculant such as aluminum sulfate (sulfuric acid band) or polyaluminum chloride (PAC) is added to settle the suspended matter in the settling tank. The coagulated and settled sludge is concentrated, dehydrated, dried and solidified by a chemical injection treatment method or a non-chemical injection treatment method.

【0003】この固形物化された汚泥を、粒状に粉砕し
て各種競技施設、その他の舗装面に用いる舗装方法につ
いては、既に考えられ、実施されている。
A paving method in which the solidified sludge is crushed into particles and used for various sports facilities and other paving surfaces has already been considered and implemented.

【0004】[0004]

【発明が解決しようとする課題】このような汚泥の含水
率は、沈殿池で約95〜98%、濃縮槽で約90〜95
%あり、いずれも液状で流動性がある。これを脱水、乾
燥すると、流動性がなくなり糊状になるが、この場合含
水率は約70〜85%程度である。
The water content of such sludge is about 95 to 98% in the sedimentation tank and about 90 to 95 in the concentration tank.
%, Both are liquid and fluid. When this is dehydrated and dried, it loses fluidity and becomes pasty, but in this case, the water content is about 70 to 85%.

【0005】しかし、汚泥を粒状に粉砕するためには、
含水率が60%位になるまで乾燥させなければならな
い。
However, in order to grind the sludge into particles,
It must be dried until the water content is around 60%.

【0006】浄水場によっては、汚泥の脱水、乾燥を天
日乾燥で行っている所があり、広い処理空間を必要と
し、乾燥に日数を費やしている。また、機械的に脱水を
行えば、短期間で処理できるが、高エネルギを必要とす
るという問題がある。
Depending on the water purification plant, there is a place where the sludge is dehydrated and dried by sun drying, which requires a large treatment space and spends days for drying. Further, if mechanical dehydration is performed, the treatment can be performed in a short period of time, but there is a problem that high energy is required.

【0007】この発明は、このような点に鑑み創案され
たもので、脱水、乾燥以前の沈殿池、濃縮槽あるいは天
日乾燥床の汚泥を用いた舗装方法を提供し、処理を簡略
することを目的としている。
The present invention was devised in view of the above point, and provides a paving method using sludge from a sedimentation tank, a concentration tank or a sun drying bed before dehydration and drying, and simplifies the treatment. It is an object.

【0008】[0008]

【課題を解決するための手段】この発明は、硫酸アルミ
ニウムやポリ塩化アルミニウム等による凝集処理が施さ
れ、もしくはその処理後に薬剤注入処理法、無薬注処理
法のいずれかの処理が施された沈殿池、濃縮槽あるいは
天日乾燥床の液状あるいは糊状の上水汚泥を、全体にお
ける容積比が30〜80%になるように舗装用土材料と
混合し、この混合物を30〜60%の含水率にて舗装用
基礎上にて整地、転圧することで、舗装面を形成する。
According to the present invention, a coagulation treatment with aluminum sulfate, polyaluminum chloride or the like is performed, or after the treatment, either a chemical injection treatment method or a non-chemical injection treatment method is applied. Liquid or pasty sludge in a sedimentation tank, a thickener or a sun-dried bed is mixed with a paving earth material so that the total volume ratio is 30 to 80%, and the mixture is mixed with a water content of 30 to 60%. The pavement surface is formed by leveling and rolling on the pavement foundation at a rate.

【0009】この場合、上水汚泥を舗装用土材料に舗装
用基礎上にて混合しても良い。
In this case, tap water sludge may be mixed with the paving soil material on the paving foundation.

【0010】[0010]

【作用】上水汚泥を舗装用土材料に混合し、30〜60
%の含水率にて整地、転圧すると、凝集剤で被覆された
汚泥が微粒子状に破壊しながら、汚泥および土の粒子相
互が粘着的に結合する。この乾燥後、硬化して良好な舗
装面を形成する。
[Function] Mixing tap water sludge with the soil material for pavement
When the soil is leveled and compacted at a water content of%, the sludge covered with the coagulant is broken into fine particles, and the sludge particles and the soil particles are adhesively bonded to each other. After this drying, it is cured to form a good paved surface.

【0011】上水汚泥と舗装用土材料との混合割合は、
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選定するが、含水率によって容積比
で30〜80%が適正範囲である。
The mixing ratio of tap water sludge and soil material for paving is
It is selected according to the amount of the coagulant contained in the tap water sludge and the physical properties required for the pavement surface, but a volume ratio of 30 to 80% is an appropriate range depending on the water content.

【0012】舗装用基礎上にて上水汚泥を整地しながら
舗装用材料に混合すれば、ミキサ等は不要である。
Mixing the tap water on the paving foundation while mixing the groundwater sludge with the paving material eliminates the need for a mixer or the like.

【0013】[0013]

【実施例】硫酸アルミニウムやポリ塩化アルミニウム等
による凝集剤が添加された沈殿池の液状の上水汚泥、も
しくはその処理後に薬剤注入処理法、無薬注処理法のい
ずれかの処理が施された濃縮槽あるいは天日乾燥床の液
状あるいは糊状の上水汚泥を用いる。
[Example] Liquid tap water sludge in a sedimentation basin to which a flocculant such as aluminum sulfate or polyaluminum chloride was added, or after the treatment, either a chemical injection treatment method or a non-chemical injection treatment method was applied. Use liquid or pasty sludge from the concentration tank or sun dried bed.

【0014】この汚泥の含水率は70〜98%であり、
この汚泥を全体における容積比が30〜80%になるよ
うに舗装用土材料(ローム、シルト質粘土、細砂および
これらの混成物にあたる荒木田土等)と混合し、混練機
等にかけて充分に混ぜ合わせる。
The water content of this sludge is 70 to 98%,
This sludge is mixed with the soil material for paving (loam, silty clay, fine sand and Arakida soil which is a mixture of these) so that the volume ratio of the entire sludge is 30-80%, and the mixture is thoroughly mixed with a kneader or the like. .

【0015】次に、この混合物の含水率を30〜60%
に保つように、必要に応じて乾燥等の調整を行い、再度
混合を繰り返す。
Next, the water content of this mixture is 30 to 60%.
If necessary, adjustment such as drying is performed so as to keep the temperature at 1, and the mixing is repeated again.

【0016】そして、この混合物を舗装用基礎上に敷設
して前記含水率を保ったまま、タイヤローラ等を使用し
て整地、転圧する。
Then, this mixture is laid on a paving foundation and, while maintaining the water content, it is leveled and compacted by using a tire roller or the like.

【0017】含水率が60%を越えている場合、舗装用
基礎上に敷設した状態で、乾燥させても良い。
When the water content exceeds 60%, it may be dried while being laid on the paving foundation.

【0018】予め乾燥され、粒状に粉砕された汚泥を使
用する場合、夏期等には散水を必要とすることがある
が、この汚泥のように含水率が高ければ、散水は不要で
ある。
When sludge that has been dried in advance and pulverized into particles is used, it may be necessary to sprinkle water in the summer, but if the water content is high like this sludge, water sprinkling is unnecessary.

【0019】また、汚泥および舗装用土材料は、舗装用
基礎上に敷設した後に、混合するようにしても良い。こ
の場合、トラクタ等によって掘り起こしながら、混合、
撹拌する。
Further, the sludge and the paving soil material may be mixed after being laid on the paving foundation. In this case, while digging up with a tractor etc., mixing,
Stir.

【0020】汚泥を舗装用土材料に混合し、30〜60
%の含水率にて整地、転圧すると、凝集剤で被覆された
汚泥が微粒子状に容易に破壊しつつ、土の粒子間の間隙
に速やかに入り、汚泥および土の粒子相互が粘着的に結
合する。
Mix the sludge with the paving earth material,
When the soil is leveled and compacted at a water content of 100%, the sludge covered with the flocculant easily breaks into fine particles, and quickly enters the gaps between the soil particles, causing the sludge and soil particles to stick to each other. Join.

【0021】この乾燥硬化後、舗装面を形成する。汚泥
と舗装用土材料との混合割合は、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定ま
り、前述の含水率(30〜60%)を保つように、容積
比で30〜80%の範囲で適宜選定する。
After the drying and curing, a paved surface is formed. The mixing ratio of the sludge and the soil material for paving is determined according to the amount of the coagulant contained in the sludge and the physical properties required for the paving surface, so as to maintain the above-mentioned water content (30 to 60%), The volume ratio is appropriately selected within the range of 30 to 80%.

【0022】このように、脱水、乾燥処理以前の沈殿
池、濃縮槽あるいは天日乾燥床の汚泥を用いるので、浄
水場での処理を大幅に削減でき、高い有効利用を図れ、
優れた実用性を得る。
As described above, since the sludge from the sedimentation tank, the concentration tank or the sun drying bed before the dehydration / drying treatment is used, the treatment at the water purification plant can be greatly reduced, and high effective utilization can be achieved.
Get excellent practicality.

【0023】このような汚泥を用いた舗装面は、汚泥お
よび土材料の土の粒子が凝集剤で被覆され、さらに転圧
によって汚泥および土の粒子同士が磨砕すると共に、土
のシルト質、粘土質により汚泥および土の粒子相互が粘
着的に結合するので、乾燥硬化後は水に溶解しにくくな
り、また衝撃を加えても破壊したり粉塵化することがほ
とんどなく、極めて高い耐久性を示す。
On the paved surface using such sludge, the particles of the sludge and the soil of the soil material are coated with a coagulant, and further the particles of the sludge and the soil are ground by the compaction, and the silt of the soil, Since the sludge and soil particles adhere to each other adhesively due to the clay quality, it becomes difficult to dissolve in water after drying and curing, and it hardly breaks or becomes dust even when shock is applied, and extremely high durability Show.

【0024】また、添加された凝集剤の効果により、土
材料に含まれる微粒子を団粒化させるので、粒子間に間
隙が残り、透水性が向上して、雨水は地下層へ速やかに
吸収され、このため耐水性が高いことと併せて、すぐに
使用することができると共に、水分を保持しないから冬
期に凍害を起こしにくい。
Further, since the fine particles contained in the soil material are aggregated by the effect of the added coagulant, gaps remain between the particles, the water permeability is improved, and rainwater is quickly absorbed into the underground layer. Therefore, in addition to having high water resistance, it can be used immediately, and since it does not retain water, it is less likely to cause frost damage in winter.

【0025】また、仕上がりは、従来の土舗装と同様に
適度な弾性を保っているので、使用感も良好である。
Further, the finished product retains an appropriate elasticity as in the conventional soil pavement, so that the feeling of use is good.

【0026】[0026]

【発明の効果】以上のように本発明によれば、土舗装に
特有の良好な性質を持ち、耐久性、耐水性に優れた、保
守の不要な舗装面が容易に得られると共に、浄水場にお
ける処理を大幅に削減でき、省資源化を図りながら、上
水汚泥を有効利用できるという効果がある。
Industrial Applicability As described above, according to the present invention, it is possible to easily obtain a pavement surface which has good properties peculiar to soil pavement, has excellent durability and water resistance, and does not require maintenance. This has the effect of significantly reducing the amount of wastewater treatment and making effective use of tap water sludge while conserving resources.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 // C09K 103:00 ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 6 Identification code Office reference number FI technical display area // C09K 103: 00

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 硫酸アルミニウムやポリ塩化アルミニウ
ム等による凝集処理が施され、もしくはその処理後に薬
剤注入処理法、無薬注処理法のいずれかの処理が施され
た沈殿池、濃縮槽あるいは天日乾燥床の液状あるいは糊
状の上水汚泥を、全体における容積比が30〜80%に
なるように舗装用土材料と混合し、この混合物を30〜
60%の含水率にて舗装用基礎上にて整地、転圧するこ
とで、舗装面を形成することを特徴とする舗装方法。
1. A settling tank, concentrating tank, or sun which has been subjected to a coagulation treatment with aluminum sulfate, polyaluminum chloride, or the like, or which has been subjected to either a chemical injection treatment method or a non-chemical injection treatment method. The liquid or pasty sludge in the dry bed is mixed with the paving soil material so that the volume ratio of the whole is 30 to 80%, and the mixture is mixed with 30 to 30%.
A paving method characterized by forming a paved surface by leveling and rolling on a paving foundation with a water content of 60%.
【請求項2】 前記上水汚泥を舗装用土材料に舗装用基
礎上にて混合することを特徴とする請求項1に記載の舗
装方法。
2. The paving method according to claim 1, wherein the tap water sludge is mixed with paving soil material on a paving foundation.
JP7563393A 1993-04-01 1993-04-01 Paving method Pending JPH0734406A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7563393A JPH0734406A (en) 1993-04-01 1993-04-01 Paving method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7563393A JPH0734406A (en) 1993-04-01 1993-04-01 Paving method

Publications (1)

Publication Number Publication Date
JPH0734406A true JPH0734406A (en) 1995-02-03

Family

ID=13581856

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7563393A Pending JPH0734406A (en) 1993-04-01 1993-04-01 Paving method

Country Status (1)

Country Link
JP (1) JPH0734406A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996016141A1 (en) * 1994-11-18 1996-05-30 Techno Terra Limited Soil stabilisation

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6033908A (en) * 1983-08-02 1985-02-21 大沢 久雄 Paving method

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6033908A (en) * 1983-08-02 1985-02-21 大沢 久雄 Paving method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996016141A1 (en) * 1994-11-18 1996-05-30 Techno Terra Limited Soil stabilisation

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