JP2002030652A - Method for insoluble improved soil - Google Patents

Method for insoluble improved soil

Info

Publication number
JP2002030652A
JP2002030652A JP2000248006A JP2000248006A JP2002030652A JP 2002030652 A JP2002030652 A JP 2002030652A JP 2000248006 A JP2000248006 A JP 2000248006A JP 2000248006 A JP2000248006 A JP 2000248006A JP 2002030652 A JP2002030652 A JP 2002030652A
Authority
JP
Japan
Prior art keywords
soil
earth
sand
improved soil
mixing
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
JP2000248006A
Other languages
Japanese (ja)
Inventor
Katsukuni Ashino
勝邦 芦野
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 JP2000248006A priority Critical patent/JP2002030652A/en
Publication of JP2002030652A publication Critical patent/JP2002030652A/en
Pending legal-status Critical Current

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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Road Paving Structures (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent soluble earth and sand from being converted into sludge and muddy water as the result of rainfall and flowing out into rivers, lakes or the sea, etc., by improving the soluble earth and sand into insoluble earth and sand differing in nature from conventional improved earth. SOLUTION: Insoluble earth and sand 1 is dumped into a mixing vessel 5 and mixed with an aqueous solution 55 of a cement type improver 51 and a fibrous material 52 to produce primary improved earth 10. The primary improved earth 10 is mixed with an aqueous solution 65 of a polymer based improver 61 and agitated to produce insoluble improved earth 20.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は溶解性土砂を不溶解
性土砂に改良する方法に関するものである。本発明の不
溶解性改良土方法は、降雨水等による溶解性土砂の汚泥
化、濁水化の抑止に適用できる。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for improving soluble earth and sand into insoluble earth and sand. INDUSTRIAL APPLICABILITY The insolubility-improved soil method of the present invention can be applied to the prevention of sludge and turbidity of soluble earth and sand caused by rainwater or the like.

【0002】[0002]

【従来の技術】従来の改良土技術は、土砂にセメント系
改質材や、石灰系改質材あるいは石こう系改質材を混合
撹拌して、良質土に改良するものであった。これらの改
良土は降雨水等に溶解して汚泥化、濁水化する性状のも
のであった。
2. Description of the Related Art The conventional improved soil technology has been to improve the quality of soil by mixing and mixing a cement-based modifier, a lime-based modifier or a gypsum-based modifier with earth and sand. These improved soils had the property of dissolving in rainwater or the like and turning into sludge and turbidity.

【0003】[0003]

【発明が解決しようとする課題】溶解性土砂の微細な土
粒子は降雨水に溶解して汚泥化して濁水となり、河川、
湖沼、海等に流出する。これらは底面に堆積し水棲生物
を死滅させたり、環境破壊を進行させている。本発明は
従来の改良土の性状とは異った不溶解性土砂に改良し
て、降雨水等で汚泥化して濁水となり河川、湖沼、海等
へ流出するのを抑止することが課題であった。
DISCLOSURE OF THE INVENTION Fine soil particles of soluble earth and sand are dissolved in rainwater and turned into sludge to become turbid water, and rivers,
Runoff to lakes, seas, etc. These accumulate on the bottom surface to kill aquatic organisms and promote environmental destruction. An object of the present invention is to improve insoluble soil and soil different from the properties of the conventional improved soil, and to suppress sludge from rainwater or the like to become turbid water and flow out to rivers, lakes, seas, and the like. Was.

【0004】[0004]

【課題を解決するための手段】自然の土砂は、通常は乾
燥状態であるが、降雨水等により汚泥化し濁水を発生す
る。これらの自然現象を抑止するために、土砂の汚泥
化、濁水化を起こさない性状に改良する技術が求められ
ていた。微細土粒子を降雨水等に溶解させないために
は、不溶解性土粒子に改良する必要があった。従来技術
のセメント系改質材による改良土は、降雨水に溶解して
汚泥化し、乾燥すると岩塊状に固結する等の不都合があ
った。石灰系改質材、石こう系改質材による改良土は降
雨水に溶解して汚泥化、濁水化する性状のものであっ
た。溶解性土砂1の微細土粒子分はセメント系改質材5
1と繊維性物質52の水溶液55を混合撹拌することで
団粒化して微細な土粒子となり、更に高分子ポリマー系
改質材61の水溶液65を混合して、降雨水で汚泥化、
濁水化しない性状の不溶解性改良土20になることを発
見した。室内実験によると、乾燥状態の溶解性土砂10
0ccに水900ccを加えて撹拌した後の溶出した浮
遊物質量は500PPM以上であった性状が、不溶解性
土砂に改良後に同条件ででの浮遊物質量は35PPMに
抑止される性状のものであった。
Means for Solving the Problems Natural earth and sand, which is usually in a dry state, becomes sludge by rainwater or the like and generates muddy water. In order to suppress these natural phenomena, there has been a demand for a technique for improving the properties of soil and sand so as not to cause sludge and turbidity. In order not to dissolve the fine soil particles in rainwater or the like, it was necessary to improve them to insoluble soil particles. The soil improved by the cement-based modifying agent of the prior art is disadvantageous in that it is dissolved in rainwater, turned into sludge, and dried to solidify into a rock mass. The soil improved by the lime-based modifier and the gypsum-based modifier was dissolved in rainwater and turned into sludge and turbidity. The fine soil particles in the dissolvable earth 1
1 and the aqueous solution 55 of the fibrous substance 52 are agglomerated into fine soil particles by mixing and stirring, and further mixed with the aqueous solution 65 of the polymer / polymer modifier 61, and sludge is formed with rainwater.
It has been found that the insolubility-improved soil 20 does not become turbid. According to laboratory experiments, it was found that the dry
The amount of suspended solids eluted after adding 900 cc of water to 0 cc and stirring was 500 PPM or more, but the amount of suspended solids under the same conditions after improvement to insoluble soil was reduced to 35 PPM. there were.

【0005】[0005]

【発明の実施の形態】本発明について畑や裸地等の溶解
性土砂を不溶解性改良土にする実施例を挙げて説明す
る。掘削手段及び運搬手段等によって収積した溶解性土
砂1は、混合槽5に投入手段で適量を投入する。混合槽
5内の溶解性土砂1の体積で混合撹拌する改良材の水溶
液55,65の容量を決定する。改良材の水溶液55
は、水50に水50の単位体積重量当りセメント系改質
材51を20%と、繊維性物質52をセメント系改質材
51の3%を配合して撹拌ミキサー53で作る。改良材
の水溶液55は溶解性土砂1の単位体積(1m)当り
50kgfを、混合槽5に投入し溶解性土1と混合撹拌
して一次改良土10を作る。セメント系改質材51は、
普通ポルトランドセメント、高炉セメント、アルミナセ
メント等の使用ができる。繊維性物質52はメチルセル
ロース・カルボキシメチルセルロース等の使用ができ
る。溶解性土砂1を混合槽5への投入手段としてショベ
ルドーザー、バックホー等を使用する。混合槽5は、体
積の計量ができる形状、例えば箱形とすることで、容易
に溶解性土砂1の体積が求められる。混合撹拌手段は、
バケットが構子状となっている撹拌用バケット15を使
用する。又土砂バケットに混合撹拌用の回転ドラムがつ
いているものでも良い。あるいは、土質改良機械による
混合撹拌手段でも良い。一次の混合撹拌で改良した混合
槽5内の一次改良土10に、一次改良土10の単位体積
(1m)当り100kgf乃至200kgfの改良材
の水溶液65を投入し、撹拌バケット15で混合撹拌し
て不溶解性改良土20とする。改良材の水溶液65は、
水60に水60の単位体積重量当り高分子ポリマー系改
質材61を2%配合して撹拌ミキサー63で作る。高分
子ポリマー系改良材61は、ノニオン性高分子ポリマ
ー、アニオン性高分子ポリマー等の使用ができる。混合
撹拌する工程において、改良土20が汚泥状となること
は取扱いの上で好ましく無く、一次改良土10の混潤状
態に応じて高分子ポリマー系改質材の水溶液65の混合
量を一次改良土10の単位体積(1m)当り100k
gf〜200kgfの範囲で調整する。混合撹拌する工
程では混合槽5を複数個設置することで改良土の工程を
連続して行うことができる。不溶解性改良土20は適当
な湿潤状態で、締め固めができる。不溶解性改良土20
は、団粒化した土粒子の構成となり排水性が良い。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described with reference to an embodiment in which soluble soil such as a field or bare land is converted into an insoluble improved soil. The dissolving earth and sand 1 collected by the excavating means, the transporting means, and the like are charged into the mixing tank 5 by an appropriate amount. The volumes of the aqueous solutions 55 and 65 of the improving material to be mixed and stirred with the volume of the soluble earth and sand 1 in the mixing tank 5 are determined. Aqueous solution of improver 55
Is prepared by mixing 20% of cement-based modifier 51 per unit weight of water 50 with 3% of cement-based modifier 51 of fibrous substance 52 per unit weight of water 50 with stirring mixer 53. 50 kgf per unit volume (1 m 3 ) of the dissolving earth and sand 1 is charged into the mixing tank 5 and mixed with the dissolving soil 1 to form the primary improved soil 10. The cement-based modifier 51
Ordinary Portland cement, blast furnace cement, alumina cement and the like can be used. As the fibrous substance 52, methyl cellulose, carboxymethyl cellulose or the like can be used. A shovel dozer, a backhoe, or the like is used as a means for introducing the soluble earth and sand 1 into the mixing tank 5. The mixing tank 5 has a shape capable of measuring the volume, for example, a box shape, so that the volume of the soluble earth and sand 1 can be easily obtained. The mixing and stirring means is
An agitating bucket 15 having a bucket shape is used. The earth and sand bucket may have a rotating drum for mixing and stirring. Alternatively, a mixing and stirring means using a soil improvement machine may be used. An aqueous solution 65 of an improving material of 100 kgf to 200 kgf per unit volume (1 m 3 ) of the primary improved soil 10 is put into the primary improved soil 10 in the mixing tank 5 improved by the primary mixing and stirring, and mixed and stirred by the stirring bucket 15. To improve the insolubility-improved soil 20. The aqueous solution 65 of the improving material
2% of the polymer-based modifier 61 is mixed with the water 60 per unit weight of the water 60, and is produced by the stirring mixer 63. As the polymer-based modifier 61, a nonionic polymer, an anionic polymer, or the like can be used. In the step of mixing and stirring, it is not preferable in terms of handling that the improved soil 20 becomes sludge-like, and the mixing amount of the aqueous solution 65 of the polymer-based modifier is primarily improved according to the state of infiltration of the primary improved soil 10. 100k per unit volume (1m 3 ) of soil 10
Adjust within the range of gf to 200 kgf. In the step of mixing and stirring, by installing a plurality of mixing tanks 5, the step of improving soil can be continuously performed. The insolubility-improved soil 20 can be compacted in an appropriate wet state. Insoluble improved soil 20
Is composed of aggregated soil particles and has good drainage properties.

【0006】[0006]

【発明の効果】本発明は以上のような工程で自然に存在
する例えば畑、裸地の溶解性土砂を不溶出性土砂に改良
する例を示した。降雨水によって汚泥化、濁水化して流
出する性状の土砂は多く存在し、その分布地域も膨大な
範囲に及んでいる。本発明は改良場所の地理的条件や、
改良土の用途によって改良土手段は適材適所に応じるこ
とができる。例えば不透水性の地盤では、改良槽5の代
りに体積の計量ができるように窪地を設けて前記同様に
改良を行っても良い。あるいは、計量装置のある土質改
良機で連続改良土もできる。移動式の混合装置で、改良
場所での改良土ができる。沖縄地方では、国頭マージ、
島尻マージと呼ばれる赤色をした土砂が、降雨時毎に濁
水となって海洋に流れ込み珊瑚礁の死滅や環境破壊が問
題となっている。本発明の溶解性土砂を不溶解性土砂に
改良する方法は上記問題等の解決策として適用できる。
他に、造成工事中の表土の土質改良、畑や裸地の土質改
良あるいはグラウンドの表土を土質改良することで降雨
水等によって土砂が汚泥化、濁水化して流出するのを防
止することができる。本発明は、排水性が低下した地盤
を排水性の良い地盤に改良することで排水機能回復がで
きる。従来の改良土と比較して排水性に富むため、運動
場、公園、歩行者通路等の表層材料として使用できる。
According to the present invention, there has been shown an example in which the soluble soil, which is naturally present in, for example, a field or a bare land, is improved to the non-elutable soil by the above steps. There is a lot of sediment with the property of sludge and turbidity caused by rainwater, and the distribution area is huge. The present invention is based on
Depending on the use of the improved soil, the improved soil means can be adapted to the right person in the right place. For example, in the case of impermeable ground, instead of the improvement tank 5, a depression may be provided so that the volume can be measured, and the improvement may be performed in the same manner as described above. Alternatively, continuously improved soil can be produced by a soil improvement machine having a measuring device. With mobile mixing equipment, improved soil can be obtained at the improvement site. In the Okinawa region, Kunigami Merge,
Red soil, called Shimajiri Merge, becomes muddy water every time it rains and flows into the ocean, killing coral reefs and destroying the environment. The method for improving the soluble earth and sand of the present invention into insoluble earth and sand can be applied as a solution to the above-mentioned problems and the like.
In addition, by improving the soil quality of the topsoil during the construction work, improving the soil of the fields and bare ground, or improving the soil of the ground, it is possible to prevent the sediment from becoming sludge, muddy water, etc. due to rainwater and flowing out. . According to the present invention, the drainage function can be recovered by improving the ground with reduced drainage into a ground with good drainage. Since it is rich in drainage compared to conventional improved soil, it can be used as a surface material for sports fields, parks, pedestrian passages, and the like.

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

〔図1〕は、本発明のフローを示したものである。 FIG. 1 shows a flow of the present invention.

【符号の説明】[Explanation of symbols]

1 溶解性土砂 5 混合槽 9 混合土砂(一次混合土砂) 10 一次改良土 15 撹拌バケット 19 混合土砂(二次混合土砂) 20 不溶解性改良土 50 水 51 セメント系改質材 52 繊維性物質 53 撹拌ミキサー 54 槽 55 水溶液 56 撹拌装置 60 水 61 高分子ポリマー系改質材 63 撹拌ミキサー 64 槽 65 水溶液 66 撹拌装置 Reference Signs List 1 soluble soil 5 mixing tank 9 mixed soil (primary mixed soil) 10 primary improved soil 15 stirring bucket 19 mixed soil (secondary mixed soil) 20 insoluble improved soil 50 water 51 cement-based modifier 52 fibrous substance 53 Stirring mixer 54 Tank 55 Aqueous solution 56 Stirrer 60 Water 61 High molecular polymer modifier 63 Stirring mixer 64 Tank 65 Aqueous solution 66 Stirrer

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】溶解性土砂1に水50とセメント系改質材
51と繊維性物質52の水溶液55を混合撹拌して一次
改良土10とする工程と、同一次改良土10に水60と
高分子ポリマー系改質材61の水溶液65を混合撹拌し
て不溶解性改良土20とする工程を有する不溶解性改良
土方法。
1. A step of mixing and agitating a water 50, a cement-based modifier 51, and an aqueous solution 55 of a fibrous substance 52 in a soluble soil 1 to form a primary improved soil 10; An insolubility-improved soil method comprising a step of mixing and stirring an aqueous solution 65 of a polymer-based modifier 61 to form the insolubility-improved soil 20.
【請求項2】請求項1に記載された水溶液55は、水5
0の単位体積重量当りセメント系改良材51の配合量は
20%であり、繊維性物質52の配合量は同セメント系
改良材51の3%であることを特徴とする不溶解性改良
土方法。
2. An aqueous solution 55 according to claim 1, wherein
The amount of the cement-based modifying material 51 per unit weight of 0 is 20%, and the amount of the fibrous substance 52 is 3% of the cement-based modifying material 51. .
【請求項3】請求項1に記載された水溶液65は、水6
0の単位体積重量当り高分子ポリマー系改良材61の配
合量は2%であることを特徴とする不溶解性改良土方
法。
3. The aqueous solution 65 according to claim 1, wherein
A method for improving the insolubility, characterized in that the blending amount of the polymer-based modifier 61 per unit weight of 0 is 2%.
【請求項4】溶解性土砂1に請求項2に記載された水溶
液55を溶解性土砂1の単位体積当り50kgfを混合
して一次改良土10とする工程と、同一改良土10に請
求項3に記載された水溶液65を一次改良土単位体積当
り100kgf乃至200kgfを撹拌混合して不溶解
性改良土20とする工程を有する不溶解性改良土方法。
4. A process for mixing the aqueous sediment 1 with 50 kgf per unit volume of the dissolvable soil 1 to obtain a primary improved soil 10; A method for insolubility-improved soil comprising a step of mixing 100 kgf to 200 kgf per unit volume of the primary improved soil by stirring and mixing the aqueous solution 65 described in (1) to obtain the insolubility-improved soil 20.
JP2000248006A 2000-07-13 2000-07-13 Method for insoluble improved soil Pending JP2002030652A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000248006A JP2002030652A (en) 2000-07-13 2000-07-13 Method for insoluble improved soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000248006A JP2002030652A (en) 2000-07-13 2000-07-13 Method for insoluble improved soil

Publications (1)

Publication Number Publication Date
JP2002030652A true JP2002030652A (en) 2002-01-31

Family

ID=18737995

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000248006A Pending JP2002030652A (en) 2000-07-13 2000-07-13 Method for insoluble improved soil

Country Status (1)

Country Link
JP (1) JP2002030652A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109577124A (en) * 2018-12-27 2019-04-05 舜元建设(集团)有限公司 Roadbed reinforcement means on the spot under a kind of saturated soft soil geological conditions
CN112144338A (en) * 2020-09-09 2020-12-29 中国二十冶集团有限公司 Roadbed construction method of peat soil foundation
CN113737591A (en) * 2021-10-21 2021-12-03 启东通启工程试验检测有限公司 Construction method for filling highway subgrade by solidifying sea sand soil

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109577124A (en) * 2018-12-27 2019-04-05 舜元建设(集团)有限公司 Roadbed reinforcement means on the spot under a kind of saturated soft soil geological conditions
CN112144338A (en) * 2020-09-09 2020-12-29 中国二十冶集团有限公司 Roadbed construction method of peat soil foundation
CN113737591A (en) * 2021-10-21 2021-12-03 启东通启工程试验检测有限公司 Construction method for filling highway subgrade by solidifying sea sand soil

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