JP2775331B2 - Mud wet subgrade improver - Google Patents

Mud wet subgrade improver

Info

Publication number
JP2775331B2
JP2775331B2 JP2059625A JP5962590A JP2775331B2 JP 2775331 B2 JP2775331 B2 JP 2775331B2 JP 2059625 A JP2059625 A JP 2059625A JP 5962590 A JP5962590 A JP 5962590A JP 2775331 B2 JP2775331 B2 JP 2775331B2
Authority
JP
Japan
Prior art keywords
powder
improver
water
muddy
subgrade
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 - Lifetime
Application number
JP2059625A
Other languages
Japanese (ja)
Other versions
JPH03260201A (en
Inventor
照雄 森
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2059625A priority Critical patent/JP2775331B2/en
Publication of JPH03260201A publication Critical patent/JPH03260201A/en
Application granted granted Critical
Publication of JP2775331B2 publication Critical patent/JP2775331B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B30/00Compositions for artificial stone, not containing binders

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Road Paving Structures (AREA)
  • Processing Of Solid Wastes (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は雨によってぬかるみになり易い泥湿な路床を
堅固な路床に改良するための路床改良剤に関するもので
ある。
Description: FIELD OF THE INVENTION The present invention relates to a subgrade improving agent for improving a muddy subgrade, which is easily muddy by rain, to a solid subgrade.

〔従来の技術〕[Conventional technology]

例えばコンクリートミキサー車を洗浄した際に排出さ
れる残存生コンクリート等の入った洗浄水は、これから
砂利と砂とが分離回収され、残ったスラツジ水を沈澱槽
に入れて上澄水が回収され、さらに該スラツジ水は高圧
ポンプでフイルタープレスに圧送され脱水処理されてい
る。そしてこのフイルタープレスより排出される固形状
の濾滓はそのまま廃棄すると公害を招くので産業廃棄物
としての特別の処理を要しコストが掛るという問題があ
った。
For example, washing water containing residual ready-mixed concrete and the like discharged when washing a concrete mixer truck is separated and recovered from the gravel and sand, and the remaining sludge water is put into a sedimentation tank, and supernatant water is recovered. The sludge water is pressure-fed to a filter press by a high-pressure pump and dewatered. If the solid filter cake discharged from the filter press is discarded as it is, it causes pollution, so that special treatment as industrial waste is required and the cost is increased.

また、例えば沼地のような軟湿な土壌を埋め立てるに
際して従来から例えば石灰のような土壌改良剤を混ぜ合
わせることでこれを固化させることがなされていたが、
従来ではその改良剤を大量に必要とするのでコストが掛
るという問題がある。
Also, for example, when reclaiming soft soil such as swamps, for example, it has been conventionally solidified by mixing a soil conditioner such as lime,
Conventionally, there is a problem that the cost is increased since a large amount of the improver is required.

〔発明の目的〕[Object of the invention]

そこで、本発明は、上記スラツジ水から得られる産業
廃棄物を有効利用する途を開き廃棄コストを低減させる
と同時に、泥湿路床改良コストを低減させることを目的
とするものである。
Therefore, an object of the present invention is to reduce the cost of disposal by opening the way to effectively use the industrial waste obtained from the sludge water, and at the same time to reduce the cost of improving the muddy road subgrade.

〔目的を達成するための手段〕[Means for achieving the purpose]

本発明の泥湿路床改良剤は上記目的を達成するため、
生コンクリートの洗い残渣から砂利と砂とを分離除去し
て得られたスラツジ水をフイルタープレスにより脱水
し、その濾滓を乾燥することで得られた微粉末状廃棄物
と、水溶性無機アルミニウム塩粉末と、アルカリ金属炭
酸塩粉末および/または重炭酸塩粉末を均一に混合撹拌
してなることを特徴とするものである。
The muddy roadbed improving agent of the present invention achieves the above object,
Sludge water obtained by separating and removing gravel and sand from the washing residue of the ready-mixed concrete is dewatered by a filter press, and the fine-powder waste obtained by drying the filter cake is dissolved in water-soluble inorganic aluminum salt. The powder and the alkali metal carbonate powder and / or bicarbonate powder are uniformly mixed and stirred.

〔作用〕[Action]

スラツジ水をフイルタープレスにより脱水して得られ
た濾滓を乾燥しこれを微粉砕した微粉末状廃棄物はシリ
カおよび炭酸カルシウムを主成分とするもので、この微
粉未状廃棄物に硫酸アルミニウム等の水溶性無機アルミ
ニウム塩粉末と、炭酸ナトリウム,炭酸カリウム等のア
ルカリ金属の炭酸塩または重炭酸塩の粉末を混合撹拌す
れば、これがセメントの早強化添加剤として極めて有効
に作用し、路床の泥湿状態を改善できる。
Filtrate obtained by dewatering the sludge water by a filter press is dried and finely pulverized. The fine powdery waste is mainly composed of silica and calcium carbonate. If the water-soluble inorganic aluminum salt powder of the above and the powder of the alkali metal carbonate or bicarbonate such as sodium carbonate and potassium carbonate are mixed and stirred, this acts very effectively as a quick strengthening additive for cement, Improves muddy conditions.

〔実施例〕〔Example〕

次に図面に従い本発明の一実施例を説明する。 Next, an embodiment of the present invention will be described with reference to the drawings.

ミキサー車を洗浄した際に残存生コンクリートと共に
排出される洗浄水は、トロンメル分級機等により砂利分
離,砂分離が行なわれ、残ったスラツジ水は撹拌槽に入
れて撹拌した後そのスラツジ水をポンプにて吸み上げ、
フイルタープレスに高圧力で圧送して水分を濾過する。
そして残った濾滓を天日乾燥または熱風等の乾燥機にて
固形状に乾燥する。これをクラツシヤーに通して小塊状
にし、さらにボールミル,ローラミル等のミルに掛けて
微粉砕し微粉末状とする。このようにミルを使って濾滓
を大きさのそろった微粉末状に粉砕することによりその
濾滓中の水硬性セメント粒子の硬化膜が破砕され内部か
らセメントの未硬化成分が表面に出て来る。この微粉末
状廃棄物と水溶性無機アルミニウム塩粉末と、アルカリ
金属炭酸塩粉末および/または重炭酸塩粉末をミキサー
にて均一に混合撹拌する。
The washing water discharged together with the remaining ready-mixed concrete when washing the mixer truck is subjected to gravel separation and sand separation by a trommel classifier or the like, and the remaining sludge water is stirred in a stirring tank and then pumped. Suck up at
The water is filtered by high pressure feeding to a filter press.
Then, the remaining cake is dried in a solid state by a dryer such as solar drying or hot air. This is made into a small lump by passing through a crusher and further finely pulverized by a mill such as a ball mill or a roller mill to obtain a fine powder. By milling the filter cake into a fine powder of uniform size using a mill in this way, the cured film of hydraulic cement particles in the filter cake is crushed, and the uncured component of cement comes out from the inside to the surface. come. The fine powdery waste, the water-soluble inorganic aluminum salt powder, the alkali metal carbonate powder and / or the bicarbonate powder are uniformly mixed and stirred by a mixer.

水溶性無機アルミニウム塩粉末としては、例えば硝酸
アルミニウム,塩化アルミニウム,塩基性塩化アルミニ
ウム,ポリ塩化アルミニウム,硫酸アルミニウム,塩基
性硫酸アルミニウム,硫酸アルミニウムの複塩類等が挙
げられるが、入手の容易性から硫酸アルミニウムの粉末
が好適である。また、アルカリ金属炭酸塩粉末または重
炭酸塩粉末としては、カリウム,ナトリウムの炭酸塩ま
たは重炭酸塩等の水溶性を有する塩類で、炭酸カリウ
ム,炭酸ナトリウムが効果のうえで好適である。
Examples of the water-soluble inorganic aluminum salt powder include aluminum nitrate, aluminum chloride, basic aluminum chloride, polyaluminum chloride, aluminum sulfate, basic aluminum sulfate, and double salts of aluminum sulfate. Aluminum powder is preferred. The alkali metal carbonate powder or bicarbonate powder is a water-soluble salt such as potassium or sodium carbonate or bicarbonate, and potassium carbonate and sodium carbonate are preferable from the viewpoint of effect.

これらの粉末二成分の混合割合は化学当量比でほぼ等
量に混合するのが早強化剤としての効能上優れている
が、任意に選定できる。また、この早強化剤と微粉末状
廃棄物との混合割合は、使用対象である路床の泥質,湿
潤度等に合わせて2:8,3:7,4:6等の割合で配合され、湿
潤度が高い程早強化剤の割合を多くする。
The mixing ratio of these two powder components is almost equal in chemical equivalent ratio in terms of the effect as a quick strengthening agent, but can be arbitrarily selected. The mixing ratio of this early strengthening agent and the fine powdery waste is 2: 8, 3: 7, 4: 6, etc. according to the muddyness and wetness of the roadbed to be used. The higher the wetness, the higher the proportion of the early strengthener.

こうしてミキサーにて上記成分を混合撹拌することに
より本発明の泥湿路床改良剤が得られるが、この微粉末
は風によって飛散するのを防いで路床への散布を容易に
するために直径1〜2mm程度に造粒するのが望ましい。
こうして得られた粉粒状物を泥湿路床に散布しパワーシ
ヨベル等で泥を撹拌すればその泥湿路床は短時間で水分
が吸着され固化する。
The mud wet roadbed improver of the present invention can be obtained by mixing and stirring the above components with a mixer.The fine powder has a diameter in order to prevent the fine powder from being scattered by the wind and to be easily spread on the roadbed. It is desirable to granulate to about 1-2 mm.
The powdery and granular material thus obtained is sprayed on a muddy road bed and the mud is stirred with a power shovel or the like, and the muddy roadbed absorbs moisture in a short time and solidifies.

〔発明の効果〕〔The invention's effect〕

このように本発明は生コン工場から排出されるスラツ
ジ水を脱水し乾燥し微粉砕することにより得られた微粉
末状廃棄物を利用できその廃棄コストが掛からないだけ
でなく、泥湿路床の改善剤として極めて有効であり非常
に有益である。
As described above, the present invention can utilize fine powdered waste obtained by dewatering, drying, and pulverizing sludge water discharged from a ready-mixed concrete plant, and not only does not require a disposal cost, but also provides a muddy road floor. It is extremely effective and very useful as an improver.

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

図面は本発明の泥湿路床改良剤の製造工程を示したフロ
ーチヤートである。
The drawing is a flow chart showing the production process of the mud wet roadbed improving agent of the present invention.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】生コンクリートの洗い残渣から砂利と砂と
を分離除去して得られたスラツジ水をフイルタープレス
により脱水し、その瀘滓を乾燥することで得られた微粉
末状廃棄物と、水溶性無機アルミニウム塩粉末と、アル
カリ金属炭酸塩粉末および/または重炭酸塩粉末を均一
に混合撹拌してなる泥湿路床改良剤。
1. A fine powdery waste obtained by dewatering sludge water obtained by separating and removing gravel and sand from a washing residue of ready-mixed concrete by a filter press, and drying the filter cake; A muddy roadbed improver obtained by uniformly mixing and stirring a water-soluble inorganic aluminum salt powder and an alkali metal carbonate powder and / or bicarbonate powder.
JP2059625A 1990-03-09 1990-03-09 Mud wet subgrade improver Expired - Lifetime JP2775331B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2059625A JP2775331B2 (en) 1990-03-09 1990-03-09 Mud wet subgrade improver

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2059625A JP2775331B2 (en) 1990-03-09 1990-03-09 Mud wet subgrade improver

Publications (2)

Publication Number Publication Date
JPH03260201A JPH03260201A (en) 1991-11-20
JP2775331B2 true JP2775331B2 (en) 1998-07-16

Family

ID=13118612

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2059625A Expired - Lifetime JP2775331B2 (en) 1990-03-09 1990-03-09 Mud wet subgrade improver

Country Status (1)

Country Link
JP (1) JP2775331B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000066681A1 (en) * 1999-05-03 2000-11-09 Thorpe, Beryl, Ann Soil conditioning agent and method of manufacture of a soil conditioning agent
CN114108407A (en) * 2021-12-09 2022-03-01 中铁十局集团第七工程有限公司 Construction method of strong-alkali saline soil subgrade in plateau cold and arid region

Also Published As

Publication number Publication date
JPH03260201A (en) 1991-11-20

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