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JPS5854207B2 - Sludge treatment method - Google Patents
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JPS5854207B2 - Sludge treatment method - Google Patents

Sludge treatment method

Info

Publication number
JPS5854207B2
JPS5854207B2 JP15096577A JP15096577A JPS5854207B2 JP S5854207 B2 JPS5854207 B2 JP S5854207B2 JP 15096577 A JP15096577 A JP 15096577A JP 15096577 A JP15096577 A JP 15096577A JP S5854207 B2 JPS5854207 B2 JP S5854207B2
Authority
JP
Japan
Prior art keywords
sludge
layer
solidifying agent
treatment method
water
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
JP15096577A
Other languages
Japanese (ja)
Other versions
JPS5482370A (en
Inventor
悦生 荻野
信夫 吉井
信之 吉田
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.)
Kanadevia Corp
Original Assignee
Hitachi Shipbuilding and Engineering 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 Hitachi Shipbuilding and Engineering Co Ltd filed Critical Hitachi Shipbuilding and Engineering Co Ltd
Priority to JP15096577A priority Critical patent/JPS5854207B2/en
Publication of JPS5482370A publication Critical patent/JPS5482370A/en
Publication of JPS5854207B2 publication Critical patent/JPS5854207B2/en
Expired legal-status Critical Current

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  • Treatment Of Sludge (AREA)

Description

【発明の詳細な説明】 本発明はヘドロ処理方法に関するものである。[Detailed description of the invention] The present invention relates to a sludge treatment method.

従来、ヘドロたとえば高含水率のヘドロの処理は、機械
脱水、セメント固化などの方法で行なわれているが、こ
れらは処理に要する期間、埋立地などへの再利用に際し
ての二次公害発生の防止などの点において満足できるも
のではなかった。
Conventionally, sludge, such as sludge with a high water content, has been treated using methods such as mechanical dewatering and cement solidification, but these methods take a long time to process and prevent secondary pollution when reused in landfills. It was not satisfactory in these respects.

そこで最近では、ヘドロに凝集剤を添加したのち濃縮槽
に入れて濃縮させ、そして濃縮ヘドロを取出して凝結剤
(例えば水ガラス系凝結剤など珪酸塩系凝結剤)を添加
したのち混合させ、次いでこの濃縮ヘドロに硬化剤(例
えば酸または酸化物質など硅酸塩硬化剤)を添加したの
ち混合し、以って固化剤を添加したヘドロを埋立地など
に投棄する方法が考えられた。
Therefore, recently, after adding a coagulant to the sludge, the sludge is put into a concentration tank and concentrated, and the concentrated sludge is taken out and a coagulant (for example, a silicate coagulant such as a water glass coagulant) is added and mixed. A method has been considered in which a hardening agent (for example, a silicate hardening agent such as an acid or an oxidizing substance) is added to this concentrated sludge and then mixed, and the sludge with the hardening agent added is then disposed of in a landfill or the like.

このような方法において、固化剤を添加混合したヘドロ
を投棄したあと、早急に脱水乾燥して地盤を改良するこ
とが、ヘドロ処理にとって非常に重要である。
In such a method, it is very important for sludge treatment to immediately dehydrate and dry the sludge mixed with a solidifying agent after dumping it to improve the ground.

ところが、冬期や梅雨の降雨量が多い時期には、投棄後
の天日による乾燥が進みにくく、早急な地盤改良は期待
できない。
However, during the winter and rainy seasons when there is a lot of rainfall, it is difficult for the dumping to dry out due to the sun, and rapid ground improvement cannot be expected.

これを解決するために、ヘドロに対する固化剤の添加量
を増大することが考えられるが、高価な固化剤を大量に
使うことは経済上不利となる。
In order to solve this problem, it is conceivable to increase the amount of solidifying agent added to the sludge, but using a large amount of expensive solidifying agent is economically disadvantageous.

そこで本発明は上記問題点を解決し得るヘドロ処理方法
を提供するもので、以下その一実施例を第1図〜第6図
に基づいて説明する。
Therefore, the present invention provides a sludge treatment method capable of solving the above-mentioned problems, and one embodiment thereof will be described below with reference to FIGS. 1 to 6.

第1図に示すように、投棄地1は堰堤2により区画され
ている。
As shown in FIG. 1, a dumping site 1 is divided by a dam 2.

この投棄地1に対して、常置の固化剤を添加したヘドロ
が投棄され、以って所定厚のヘドロ層3を形成する。
Sludge to which a permanent solidifying agent has been added is dumped onto this dumping site 1, thereby forming a sludge layer 3 of a predetermined thickness.

次いで第2図に示すようにこのヘドロ層3の上に、多量
の固化剤を添加したヘドロ固化層4を積層する。
Next, as shown in FIG. 2, a sludge solidified layer 4 containing a large amount of solidifying agent is laminated on top of this sludge layer 3.

このヘドロ固化層4はようかん状であって所定厚に積層
される。
This sludge solidified layer 4 has a funnel-like shape and is laminated to a predetermined thickness.

そして第3図、第4図に示すように、ヘドロ固化層4の
上に粒子層5を積層する。
Then, as shown in FIGS. 3 and 4, a particle layer 5 is laminated on the sludge solidified layer 4.

この粒子層5は、第5図に示すように透水性袋6に粒子
7を入れて形成した水抜材8をヘドロ固化層5の上に多
数並べることにより形成される。
This particle layer 5 is formed by arranging a large number of water drainage materials 8, which are formed by putting particles 7 into a water-permeable bag 6, on the sludge solidified layer 5, as shown in FIG.

前記透水性袋6はビニール或いは他の布などで作られ、
特に濾布などを用いると有効である。
The water permeable bag 6 is made of vinyl or other cloth,
It is particularly effective to use a filter cloth or the like.

また粒子7としては砂や骨材が使用される。Further, as the particles 7, sand or aggregate is used.

第3図、第4図に示すように粒子層5を積層することに
より、粒子Tの重みでヘドロ固化層4を介してヘドロ層
3が押圧され、これによりヘビ0層3中の水分はへドロ
固化層4をにじみ出るが如く上へ流れ、そして透水性袋
6を通って粒子7内に入り、さらに粒子7の中を伝って
外に導かれる。
By stacking the particle layers 5 as shown in FIGS. 3 and 4, the weight of the particles T presses the sludge layer 3 through the sludge solidified layer 4, and as a result, the moisture in the snake layer 3 is released. It oozes upward through the solidified layer 4, passes through the water-permeable bag 6, enters the particles 7, and is guided outside through the particles 7.

こうして脱水を行なうことによりヘドロ層3の嵩は低く
なり、充に第6図に示すように粒子層5の上に良質土9
を土盛りすることにより、良質で且つ強力な地盤が得ら
れる。
By performing dehydration in this way, the volume of the sludge layer 3 is reduced, and as shown in FIG.
By mounding with soil, a high-quality and strong foundation can be obtained.

第7図に示すように、強力な地盤を形成した上にさらに
ヘドロ層3を積層し、前述と同様の方法を行なうことに
より、積み増し処理を行なえる。
As shown in FIG. 7, the sludge layer 3 is further laminated on top of the strong ground, and the same method as described above is carried out to perform an additional layering process.

この場合に、堰堤2は予め高く形成しておくか、或いは
順次かさ上げされるものであり、また堰堤2に配設した
水抜きポンプ10からの水抜きパイプ11をこの堰堤2
の中に挿入して脱水を積極的に行なってもよい。
In this case, the dam 2 is formed high in advance or is raised one after another, and the drain pipe 11 from the drain pump 10 installed on the dam 2 is connected to the dam 2.
You can also actively dehydrate the water by inserting it into the water.

なお積み増しを行なうに際し、中間の良質土9は場合に
よっては不要にし得る。
In addition, when carrying out additional piling, the middle quality soil 9 may be unnecessary depending on the case.

前記水抜材8は、第4図に示すような断面丸形のものの
他、第8図に示す矩形のものであってもよく、また水抜
材8の形態にすることで取扱いが容易であるが、これは
第9図に示すように、ヘドロ固化層4の上に粒子7を直
接供給して粒子層5を積層してもよい。
The drainage material 8 may have a round cross section as shown in FIG. 4, or may have a rectangular shape as shown in FIG. As shown in FIG. 9, particles 7 may be directly supplied onto the sludge solidified layer 4 to form a particle layer 5.

各実施例において、粒子層5側の重みによって全ての水
分が粒子γ内に入るのではなく、一部は堰堤2などに流
入するものである。
In each example, not all of the water enters the particles γ due to the weight on the particle layer 5 side, but a portion of the water flows into the dam 2 and the like.

またヘドロについて述べたが、汚泥やスラッジの処理に
も適用し得る。
Furthermore, although we have mentioned sludge, it can also be applied to the treatment of sludge and sludge.

以上実施例で述べた本発明によると、固化剤を常置添加
して投棄したヘドロ層の上に、固化剤を多量添加したヘ
ドロ固化層を積層し、さらにその上に粒子層を積層して
、この粒子層の重みでヘドロ中の水分を除くから、冬期
や梅雨期に関係なく投棄したヘドロ層から早急に脱水乾
燥して強力な地盤に改良できるのであるが、特にヘドロ
固化層を介装することにより、ヘドロの全てに固化剤を
多量添加するに比べて安価にし得て経済上有利にできる
と共に、粒子層がヘドロ層側に移行することをこのヘド
ロ固化層が阻止することになって、押圧による脱水を、
全面においてほぼ均一にしかも確実に行なうことができ
る。
According to the present invention described in the above embodiments, a sludge solidified layer to which a large amount of a solidifying agent has been added is laminated on a sludge layer in which a solidifying agent is permanently added and discarded, and a particle layer is further laminated on top of the sludge solidified layer. Since the weight of this particle layer removes the moisture in the sludge, the sludge layer that has been dumped can be quickly dehydrated and dried to improve the ground into a strong foundation, regardless of whether it is winter or the rainy season. This makes it cheaper and more economically advantageous than adding a large amount of solidifying agent to all of the sludge, and the sludge solidified layer prevents the particle layer from moving toward the sludge layer. Dehydration by pressing,
This can be done almost uniformly and reliably over the entire surface.

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

第1図〜第6図は本発明の一実施例を示し、第1図はヘ
ドロ層形成状態を示す正面図、第2図はへドロ固化層積
層状態を示す正面図、第3図は粒子層積層状態を示す正
面図、第4図は同要部の側面図、第5図は水抜材の一部
切欠正面図、第6図は土盛り状態を示す正面図、第7図
〜第9図は夫夫別の実施例を示し、第7図、第9図は正
面図、第8図は要部の側面図である。 1・・・・・・投棄地、2・・・・・・堰堤、3・・・
・・・ヘドロ層、4・・・・・・ヘドロ固化層、5・・
・・・・粒子層、6・・・・・・透水性袋、7・・・・
・・粒子、8・・・・・・水抜材、9・・・・・・良質
土、10・・・・・・水抜きポンプ、11・・・・・・
水抜きパイプ。
1 to 6 show an embodiment of the present invention, FIG. 1 is a front view showing a sludge layer formation state, FIG. 2 is a front view showing a sludge solidified layer stacked state, and FIG. 3 is a particle Figure 4 is a front view showing the layered state, Figure 4 is a side view of the main parts, Figure 5 is a partially cutaway front view of the drainage material, Figure 6 is a front view showing the soil mound state, Figures 7 to 9. 7 and 9 are front views, and FIG. 8 is a side view of the main parts. 1...Dumping site, 2...Weir, 3...
... Sludge layer, 4... Sludge solidified layer, 5...
...Particle layer, 6...Water permeable bag, 7...
... Particles, 8 ... Drainage material, 9 ... Good quality soil, 10 ... Drainage pump, 11 ...
water drain pipe.

Claims (1)

【特許請求の範囲】[Claims] 1 固化剤を常置添加して投棄したヘドロ層の上に、固
化剤を多量添加したヘドロ固化層を積層し、さらにその
上に粒子層を積層して、この粒子層の重みでヘドロ中の
水分を除くことを特徴とするヘドロ処理方法。
1. A sludge solidified layer with a large amount of solidifying agent added is layered on top of the sludge layer that has been dumped with a solidifying agent permanently added thereto, and a particle layer is further layered on top of that, and the weight of this particle layer absorbs the moisture in the sludge. A sludge treatment method characterized by removing.
JP15096577A 1977-12-14 1977-12-14 Sludge treatment method Expired JPS5854207B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15096577A JPS5854207B2 (en) 1977-12-14 1977-12-14 Sludge treatment method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15096577A JPS5854207B2 (en) 1977-12-14 1977-12-14 Sludge treatment method

Publications (2)

Publication Number Publication Date
JPS5482370A JPS5482370A (en) 1979-06-30
JPS5854207B2 true JPS5854207B2 (en) 1983-12-03

Family

ID=15508300

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15096577A Expired JPS5854207B2 (en) 1977-12-14 1977-12-14 Sludge treatment method

Country Status (1)

Country Link
JP (1) JPS5854207B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113149206B (en) * 2021-05-14 2023-03-28 大智农牧科技集团有限公司 Anaerobic reactor for wastewater treatment

Also Published As

Publication number Publication date
JPS5482370A (en) 1979-06-30

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