JP2514668B2 - Ground improvement and stabilization briquette body - Google Patents
Ground improvement and stabilization briquette bodyInfo
- Publication number
- JP2514668B2 JP2514668B2 JP62243592A JP24359287A JP2514668B2 JP 2514668 B2 JP2514668 B2 JP 2514668B2 JP 62243592 A JP62243592 A JP 62243592A JP 24359287 A JP24359287 A JP 24359287A JP 2514668 B2 JP2514668 B2 JP 2514668B2
- Authority
- JP
- Japan
- Prior art keywords
- ground
- briquette
- ground improvement
- stabilizing
- stabilization
- 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 - Fee Related
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (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、地盤改良安定化処理において用いる地盤改
良安定化ブリケット体に関する。特に、崩壊助剤を混合
し、更に崩壊遅延剤を添加してなる地盤安定化処理の際
に使用に便利で、発塵を防止できる地盤改良安定化ブリ
ケット体に関する。TECHNICAL FIELD The present invention relates to a ground improvement and stabilization briquette body used in ground improvement and stabilization treatment. In particular, the present invention relates to a ground improvement and stabilizing briquette body which is convenient for use in ground stabilization treatment in which a disintegration aid is added and a disintegration delay agent is added, and which can prevent dust generation.
[従来の技術] 従来より、地盤安定化剤、土質安定化剤としてセメン
ト、生石灰(ケミコライム工法:小野田セメント株式会
社工法)、タフロック(登録商標:住友セメント株式会
社製。セメント、石膏、スラグの混合物からなる。以下
同じ。)等の粉体が使用されていた。[Conventional Technology] Conventionally, cement, quicklime (Chemicolime method: Onoda Cement Co., Ltd. method), Toughlock (registered trademark: Sumitomo Cement Co., Ltd.) as a ground stabilizer and soil stabilizer, a mixture of cement, gypsum and slag. The same applies hereinafter) and other powders were used.
これらの粉体を使用する場合、施工に当り該粉末を対
象土壌に均一に散布する必要があり、例えば該粉末が収
納されている紙袋容器を破却して粉末を排出したり、ロ
ーリー車やフレコンから粉末を排出するが、その際に大
量の粉塵が発生し、また、粉末を散布する際、散布後の
風による飛散、或るいは、散布した粉末と土壌との混合
時の際の発塵も避けることは困難であった。そして、こ
れら大量に発生する粉塵が、工事現場周辺の農作物、洗
濯物、自動車などに付着して被害を生じる問題もあっ
た。When using these powders, it is necessary to spray the powders evenly over the target soil during construction. For example, the paper bag container in which the powders are stored is destroyed and the powders are discharged, or a lorry car or Although the powder is discharged from the flexible container, a large amount of dust is generated at that time, and when the powder is sprayed, it is scattered by the wind after spraying, or it is generated when the sprayed powder and soil are mixed. It was difficult to avoid dust. There is also a problem that the dust generated in large quantities adheres to agricultural crops, laundry, automobiles, etc. around the construction site to cause damage.
[発明が解決しようとする問題点] 上記の技術的問題を解決するために、地盤安定化処理
剤の粉末を団粒化する技術が既に開発されているが、こ
のような団粒化された地盤安定化処理剤は発塵は防止で
きるが、地盤中での崩壊即ち粉末化が速やかに行われな
いため、地盤中において均一に混合することが困難であ
るという問題点があった。また、粉末状の地盤改良安定
化処理剤を使用したも場合、発塵を多量に発生するため
散布量を調節する必要があり、従って地盤の安定化の効
力が低いという問題もあった。[Problems to be Solved by the Invention] In order to solve the above technical problems, a technology for agglomerating the powder of the ground stabilization agent has been already developed. Although the ground stabilization agent can prevent dust generation, it has a problem that it is difficult to uniformly mix it in the ground because it does not disintegrate in the ground, that is, pulverize quickly. Further, when a powdery ground improving and stabilizing agent is used, since a large amount of dust is generated, it is necessary to adjust the amount of spraying, and there is also a problem that the ground stabilizing effect is low.
本発明は、上記問題点に鑑みて研究・開発されたもの
である。即ち、本発明の地盤改良安定化ブリケット体は
施工前及び施工時には粉塵を発生しないが、地盤中に添
加混合されブリケット体の外周部が地盤に被われた時点
で速やかに崩壊し地盤中に均一に分散、混合されると共
に、地盤を安定化する効力が高く、更に、地盤安定化処
理の施工能力の大幅な向上が期待できる地盤改良安定化
ブリケット体を提供することを目的とする。The present invention has been researched and developed in view of the above problems. That is, the ground improvement and stabilization briquette body of the present invention does not generate dust before and during construction, but is rapidly mixed when added to the ground and the outer peripheral portion of the briquette body is covered with the ground and uniformly distributed in the ground. It is an object of the present invention to provide a ground improvement and stabilizing briquette body which is dispersed and mixed in the ground, has a high effect of stabilizing the ground, and is expected to greatly improve the construction capacity of the ground stabilization treatment.
[発明の構成] [問題点を解決するための手段] 本発明は、上記の技術的な課題を解決できる地盤改良
安定化ブリケット体に関し、セメント、スラグ、石膏の
うち少なくとも1種からなる水硬性組成物;5〜95重量
部、生石灰又は苦土石灰又はその混合物;5〜95重量部、
及び上記水硬性組成物に対し崩壊助剤;0.5〜1.5重量%
を混合し、加圧し、ブリケットに成形したものである。[Structure of the Invention] [Means for Solving Problems] The present invention relates to a ground improvement and stabilizing briquette body capable of solving the above technical problems, and a hydraulic property of at least one of cement, slag, and gypsum. Composition: 5 to 95 parts by weight, quick lime or magnesia lime or a mixture thereof; 5 to 95 parts by weight,
And a disintegration aid for the above hydraulic composition; 0.5 to 1.5% by weight
Are mixed, pressed and molded into a briquette.
また更に、崩壊遅延剤を添加混合することもできる。
上記崩壊助剤として、β−澱粉或いは糖類を用いること
が好適である。Furthermore, a disintegration retarder can be added and mixed.
It is preferable to use β-starch or saccharide as the disintegration aid.
本発明による地盤改良安定化ブリケット体は、通常の
地盤安定化処理に用いられるセメント、スラグ、石膏の
うち少なくとも1種からなる水硬性組成物に、生石灰又
は苦土石灰又はその混合物及び崩壊助剤とを添加混合し
て、加圧成形した地盤安定処理に用いるブリケット体で
ある。The ground improvement and stabilization briquette body according to the present invention is a hydraulic composition composed of at least one of cement, slag, and gypsum, which is used for ordinary ground stabilization treatment, quick lime or magnesia lime or a mixture thereof, and a disintegration aid. It is a briquette body which is used for pressure stabilization of ground by adding and mixing.
本発明による地盤改良安定化ブリケット体の形状は、
好適にはアーモンド形状を成しており、その散布前、散
布中、更に散布後においても粉塵の発生が殆ど生じない
ものである。The shape of the ground improvement stabilizing briquette body according to the present invention is
It is preferably in the shape of an almond, and dust is hardly generated before, during, and after the application.
即ち、本発明により提供された地盤改良安定化ブリケ
ット体製品は、土壌に対して1〜40重量%、好ましくは
2〜20重量%、より好ましくは4〜10重量%を添加混合
し、敷き均した後、ローラー、カーラローラー、ブルド
ーザー等で転圧することにより地盤安定化処理を行うこ
とができる。That is, the ground improvement stabilized briquette body product provided by the present invention is added and mixed in an amount of 1 to 40% by weight, preferably 2 to 20% by weight, more preferably 4 to 10% by weight with respect to the soil, and laying it evenly. After that, the ground stabilization treatment can be performed by rolling with a roller, a curler roller, a bulldozer, or the like.
本発明に用いる水硬性組成物としては、例えばセメン
ト、石膏、スラグなど水硬性を有する材料であれば使用
可能であるが、セメントとしては普通ポルトランドセメ
ント、及びそれ以外のセメント類を全て用いることがで
きる。As the hydraulic composition used in the present invention, for example, cement, gypsum, slag can be used as long as the material has hydraulic properties, as the cement is usually Portland cement, and it is possible to use all other cements. it can.
また、本発明に用いる生石灰としては通常の生石灰で
もよいが、仮焼石灰或いは硬焼石灰も利用できる。この
場合、生石灰の膨張特性を効率よく発現させるためには
その粒度を調整することが好適である。The quick lime used in the present invention may be normal quick lime, but calcined lime or hard lime can also be used. In this case, it is preferable to adjust the particle size of the quick lime in order to efficiently exhibit the expansion characteristics.
本発明に用いる崩壊助剤は、通常は地盤改良安定化ブ
リケット体の成形状態を保持するとともに、地盤中にお
いて地盤改良安定化ブリケット体自体の崩壊を促進し、
反応を早めるためのものである。そして、この崩壊助剤
としては、澱粉、糖類、パルプ類、コンテックス(商品
名:互交産業株式会社製)等が好適であり、例えば、澱
粉についてはどのような種類の澱粉も用いることができ
るが、β−澱粉が最も好ましいものである。そして、こ
れら崩壊助剤の添加量は、水硬性組成物に対して0.5〜
1.5重量%が好適である。The disintegration aid used in the present invention usually maintains the molded state of the ground improvement and stabilizing briquette body, and promotes the collapse of the ground improvement and stabilizing briquette body itself in the ground,
It is for accelerating the reaction. And, as this disintegration aid, starch, sugar, pulps, Contex (trade name: manufactured by Mutsyo Sangyo Co., Ltd.) and the like are suitable. For example, any kind of starch can be used. Yes, but β-starch is the most preferred. And, the addition amount of these disintegration aids is 0.5 to the hydraulic composition.
1.5% by weight is preferred.
更に、地盤改良安定化ブリケット体に対し、崩壊遅延
剤を0.1〜20重量%、より好適には0.1〜1.5重量%添加
混合することが好ましい。この崩壊遅延剤は、例えば軟
弱地盤の改良安定化処理の場合、本発明の地盤改良安定
化ブリケット体が該軟弱地盤の深部に沈むまで崩壊しな
いように崩壊を遅延させるためのものであり、即ち、本
発明の地盤改良安定化ブリケット体が、該軟弱地盤の深
部に沈んだ後に崩壊して土壌と均一に分散混合させるた
めのものである。この崩壊遅延剤としては、シリコンオ
イル等のオイル類の他、アルコール類が使用できる。こ
の場合、加圧成形された地盤改良安定化ブリケット体を
前記した崩壊遅延剤中に一定時間浸漬することにより、
含浸及び/又は付着できる。このような崩壊遅延剤の含
浸及び/又は付着処理は、本発明の地盤改良安定化ブリ
ケット体に水和遅れを生じさせることにより、例えば、
前記したような軟弱地盤の安定化処理の場合、地盤が軟
弱地盤の深部に到達するまで成形状態を保持することを
可能ならしめ、及び地盤改良安定化ブリケット体の保存
性の向上も期待できる。Further, it is preferable to add and mix 0.1 to 20% by weight, more preferably 0.1 to 1.5% by weight, of a disintegration retarder to the ground improvement and stabilizing briquette. This disintegration retarding agent is, for example, in the case of improved stabilization treatment of soft ground, for delaying the disintegration so that the ground improved and stabilized briquette body of the present invention does not collapse until it sinks into the deep part of the soft ground, that is, The ground improvement and stabilization briquette body of the present invention is for being sunk in the deep portion of the soft ground and then collapsing to be uniformly dispersed and mixed with the soil. As the disintegration retardant, alcohols as well as oils such as silicone oil can be used. In this case, by immersing the pressure-improved ground improvement stabilizing briquette body in the above-mentioned collapse retardant for a certain period of time,
It can be impregnated and / or attached. The impregnation and / or the adhesion treatment with such a disintegration delaying agent causes a hydration delay in the ground improvement and stabilizing briquette body of the present invention, for example,
In the case of the stabilization treatment of the soft ground as described above, it is possible to hold the molded state until the ground reaches the deep portion of the soft ground, and it is expected that the storage stability of the ground improvement stabilizing briquette body is improved.
本発明の地盤改良安定化ブリケット体製品は、所定の
地盤の一軸圧縮強度を得るため下記の通りの配合で改良
すべき地盤に散布される。その結果は次の通りであっ
た。The ground improvement stabilized briquette body product of the present invention is sprayed on the ground to be improved with the following composition in order to obtain a predetermined uniaxial compressive strength of the ground. The results were as follows.
現場実験では目標一軸圧縮強度20kgf/cm2を得るため
の散布量は133kg/m3であった。 In the field experiment, the amount of spray to obtain the target uniaxial compressive strength of 20 kgf / cm 2 was 133 kg / m 3 .
次に本発明の一例としてアーモンド形状に成形され
た、地盤改良安定化ブリケット体製品の製造方法につい
て説明する。Next, as an example of the present invention, a method for producing a ground-improved stabilized briquette body product formed into an almond shape will be described.
(1)タフロックと生石灰と崩壊助剤とを二軸型混合機
で混合した後、 (2)復軸パドル型混合機(以下、パグミルと称する)
で混合する。(1) After mixing tough rock, quick lime, and a disintegration aid with a twin-screw mixer, (2) a reciprocating paddle-type mixer (hereinafter referred to as a pag mill)
Mix with.
(3)互いに反対方向に回転する2個のローラー(以
下、ブリケットマシンと称する)の間に、(2)で得た
混合物粉体が送られる。(3) The mixture powder obtained in (2) is fed between two rollers (hereinafter referred to as briquette machines) which rotate in mutually opposite directions.
(4)(3)における2個のローラーのうち一方は固定
軸を中心に回転するが、他の1個のローラーには反対方
向から油圧機により100〜130kg/cm2の油圧が加えられ
る。この油圧機で加圧されアーモンド形状に成形され
て、タフロックと生石灰と崩壊助剤の混合物からなる地
盤改良安定化ブリケット体が製造される。(4) One of the two rollers in (3) rotates around the fixed shaft, but the other one roller receives a hydraulic pressure of 100 to 130 kg / cm 2 from the opposite direction by a hydraulic machine. This hydraulic machine pressurizes and forms into an almond shape to produce a ground improvement stabilizing briquette body made of a mixture of tough rock, quick lime and a collapse aid.
この場合、当該アーモンド形状の地盤改良安定化ブリ
ケット体をシリコンオイル等のオイル類、アルコール等
に浸してもよい。本発明に用いる地盤改良安定化ブリケ
ット体に添加混合される生石灰の粒径は、5mmの篩を通
過するものが好ましく、また、1mmの篩の上に残るもの
がより好適に用いられるが、該生石灰粒の大きさは工事
の工法に適するものを任意に選択することができる。ま
た本発明に用いられる地盤改良安定化ブリケット体の形
状は、前述のようにアーモンド形状が好適であるが、そ
の大きさは、長径3cmで短径1cm程度のものが好適である
が、よりサイズの大きいもの、小さいものも地盤安定化
処理の実際に合わせて適宜選択することができる。In this case, the almond-shaped ground improvement and stabilization briquette body may be dipped in oils such as silicone oil, alcohol or the like. The particle size of the quicklime added and mixed to the ground improvement stabilizing briquette body used in the present invention is preferably one that passes through a 5 mm sieve, and more preferably one that remains on a 1 mm sieve, The size of the quicklime particles can be arbitrarily selected according to the construction method. Further, the shape of the ground improvement stabilizing briquette body used in the present invention is preferably an almond shape as described above, but its size is preferably about 3 cm in major axis and about 1 cm in minor axis, but more Large and small can be appropriately selected according to the actual ground stabilization treatment.
本発明により製造される地盤改良安定化ブリケット体
製品は、路盤、ヘドロ処理においても使用できる。本発
明の地盤改良安定化ブリケット体製品は、該ブリケット
体の分散の促進、強度低下防止及び発塵防止等に役立つ
ものである。The ground improvement stabilized briquette body product produced by the present invention can be used in roadbed and sludge treatment. The ground improvement and stabilization briquette body product of the present invention is useful for promoting dispersion of the briquette body, preventing strength reduction, and preventing dust generation.
次に本発明を、その地盤改良安定化ブリケット体製品
の製造とその比較試験により説明するが、本発明はそれ
らによって限定されるものではない。Next, the present invention will be explained by the production of the ground improvement stabilized briquette body product and its comparative test, but the present invention is not limited thereto.
[実施例1] 粒径を3mmに整粒した生石灰による地盤改良安定化ブリ
ケット体製品の水浸崩壊試験 セメント90重量部に、粒径を3mmに整粒した生石灰10
重量部、およびβ−澱粉0.9重量部(即ちセメント重量
に対し1重量%)を混合し、ブリケットマシンを用い、
加圧力110kg/cm2でアーモンド形状のブリケット体を製
造した。他に、比較のためにセメントだけのものと、及
びセメント/生石灰の比率を、80/20、70/30、50/50に
それぞれ変化させたものも併せて4種類のブリケット体
を製造した。[Example 1] Immersion disintegration test of ground improvement stabilization briquette product using quicklime with a particle size adjusted to 3 mm Quicklime 10 with a particle size adjusted to 3 mm in 90 parts by weight of cement 10
Parts by weight, and 0.9 parts by weight of β-starch (that is, 1% by weight based on the weight of cement) are mixed, and a briquette machine
An almond-shaped briquette body was manufactured under a pressing force of 110 kg / cm 2 . In addition, for comparison, four types of briquette bodies were produced, including those made of cement only and those made by changing the cement / quick lime ratio to 80/20, 70/30, and 50/50, respectively.
製造したブリケット体製品を各々30分間水中に浸漬
し、崩壊した後に100メッシュ(147μm)の標準篩で水
洗分級し残渣を未崩壊粒子として判定した。Each of the manufactured briquette body products was immersed in water for 30 minutes, disintegrated, and then washed and classified with a 100 mesh (147 μm) standard sieve to determine the residue as undisintegrated particles.
その結果を第1表に示す。 The results are shown in Table 1.
以上の結果により、生石灰を20重量部混合すれば殆ど
崩壊分散するが、10重量部でも85%が崩壊していること
が判明した。 From the above results, it was found that when 20 parts by weight of quick lime was mixed, almost all disintegrated and dispersed, but even 10 parts by weight, 85% disintegrated.
つぎに、粒度を3mm以下の細粒の生石灰にして、生石
灰の配合試験を次のように行った。Next, a quick-lime compounding test was conducted in the following manner, using fine-grain quicklime having a particle size of 3 mm or less.
[実施例2] 粒径を3mm以下に粉砕した微細粒生石灰による水浸崩壊
試験 セメント/生石灰の混合比率は、95/5、90/10、80/20
とし、生石灰として3mm以下の微細な粉粒体を使用し
た。又、崩壊助剤としてβ−澱粉を使用し、対セメント
の配合割合は1重量%を添加した。比較試験法は、上記
の実施例1と同一の条件で行った。その結果を第2表に
示す。[Example 2] Water immersion disintegration test using fine-grained quicklime crushed to a particle size of 3 mm or less The mixing ratio of cement / quicklime was 95/5, 90/10, 80/20.
As the quick lime, a fine powder of 3 mm or less was used. Also, β-starch was used as a disintegration aid, and the compounding ratio of cement to the cement was 1% by weight. The comparative test method was performed under the same conditions as in Example 1 above. Table 2 shows the results.
この結果では、生石灰の粒子を細かくしても、崩壊率
は上昇せずに逆に低下した。これは、粒径1mm以下の微
粉状の生石灰の混入により、生石灰の膨張量が少なくな
りセメント粒子に対する押し広げ力が不足したためと思
われる。 In this result, even if the particles of quick lime were made fine, the disintegration rate did not increase but decreased. It is considered that this is because the amount of expansion of the quick lime was reduced due to the mixing of the fine powdered quick lime having a particle size of 1 mm or less, and the pushing force against the cement particles was insufficient.
つぎに、生石灰の粒度を1〜3mmの範囲内に整粒した
生石灰粒を用いて、水浸試験を行った。Next, a water immersion test was carried out using quicklime particles whose particle size was adjusted within the range of 1 to 3 mm.
[実施例3] 粒径を1〜3mmに整粒した生石灰による水浸崩壊試験 セメント/生石灰の混合比率は、95/5、90/10、80/20
とし、生石灰粒度は1.0〜3.0mm径とし、崩壊助剤はβ−
澱粉を各々セメントに対して1重量%を使用した。ブリ
ケット体に成形するための加圧力は、110kg/cm2であ
る。比較試験法は、上記の実施例2と同一の条件であ
る。その結果を第3表に示す。[Example 3] Water immersion disintegration test using quick lime with a particle size adjusted to 1 to 3 mm The mixing ratio of cement / quick lime is 95/5, 90/10, 80/20.
The quick lime particle size is 1.0 to 3.0 mm, and the disintegration aid is β-
Starch was used at 1% by weight for each cement. The pressing force for forming the briquette body is 110 kg / cm 2 . The comparative test method is the same as in Example 2 above. The results are shown in Table 3.
この結果では、生石灰5重量部混合においても予想以
上に崩壊分散率が高く、当初の目的を達成した。 In this result, the disintegration dispersion rate was higher than expected even when 5 parts by weight of quick lime was mixed, and the initial purpose was achieved.
これらの配合比の地盤改良安定化ブリケット体を用い
て土質安定化試験を行った。A soil stabilization test was carried out using ground improvement stabilizing briquette bodies having these mixing ratios.
以上の試験の結果、本発明の地盤改良安定化ブリケッ
ト体を使用した場合には、散布前の運搬作業中は勿論の
こと、散布中あるいは散布後、及び土壌との混合作業中
においても殆ど粉塵等を発生することなく、また周辺の
農作物、自動車、洗濯物等への被害も生じることなく、
更に、地盤改良安定化ブリケット体の使用量は削減で
き、作業時間も大幅に削減できた。As a result of the above test, when the ground improvement stabilizing briquette body of the present invention was used, not only during the transportation work before spraying but also during spraying or after spraying and during the mixing work with soil, almost no dust was generated. Etc., and without causing damage to surrounding agricultural products, automobiles, laundry, etc.,
In addition, the amount of ground improvement and stabilizing briquette used was reduced, and the working time was also greatly reduced.
[発明の効果] 本発明の地盤改良安定化ブリケット体の効果として
は、第1にその運搬中、散布中、散布後及び土壌との混
合作業中のいずれにおいても殆ど発塵がみられず、地盤
安定化工事を著しく容易にすること、 第2に、地盤改良安定化ブリケット体製品が軟弱地盤
土壌と混合後、該地盤中の水分との反応により、生石灰
含有のためその吸水膨張力により、ブリケット体を適宜
崩壊させ、土質安定化に効力を発現できる、取り扱い容
易な製品を提供できること、 第3に、地盤改良安定化ブリケット体に含有される崩
壊助剤により、細粒自体の崩壊分散をより促進できる、
ブリケット成形体組成物を提供できること、 第4に、本発明の地盤改良安定化ブリケット体製品に
より従来工法を凌ぐ地盤安定化効果の得られる地盤改良
安定化処理工法をもたらしたこと、 第5に、崩壊遅延剤の添加により、軟弱地盤の深いと
ころまで本発明の地盤改良安定化ブリケット体が沈んだ
後に崩壊するように崩壊時間を遅らせ、深部での分散、
混合を改良向上させることができる地盤改良安定化ブリ
ケット体を提供できること、 などの種々の顕著な技術的効果が得られた。[Effect of the invention] As the effect of the ground improvement and stabilizing briquette body of the present invention, firstly, almost no dust is observed during transportation, during spraying, after spraying, and during mixing operation with soil, Remarkably facilitating ground stabilization work. Secondly, after the ground improvement and stabilization briquette product is mixed with soft ground soil, it reacts with the water in the ground, and due to its water absorption expansion force because it contains quick lime, It is possible to provide a product that can be easily disintegrated by appropriately disintegrating the briquette body and can exert an effect on soil stabilization, and thirdly, by the disintegration aid contained in the ground improvement stabilizing briquette body, to disintegrate the fine particles themselves. Can be promoted more,
It is possible to provide a briquette molded product composition. Fourthly, the ground improvement and stabilization briquette product of the present invention has brought about a ground improvement and stabilization treatment method capable of obtaining a ground stabilization effect superior to the conventional method, and fifth. By the addition of the disintegration retarder, the disintegration delay is delayed so that the ground improvement stabilizing briquette body of the present invention collapses after sinking to the deep part of the soft ground, dispersion in the deep portion,
Various remarkable technical effects such as being able to provide a ground improvement and stabilizing briquette body capable of improving and improving mixing have been obtained.
───────────────────────────────────────────────────── 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 17/44 C09K 17/44 P 17/50 17/50 P // C09K 103:00 103:00 (72)発明者 成瀬 泰司 岐阜県揖斐郡揖斐川町上南方1339番地 (56)参考文献 特開 昭59−85018(JP,A) 特開 昭59−84972(JP,A) 特開 昭49−40299(JP,A)─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display location C09K 17/44 C09K 17/44 P 17/50 17/50 P // C09K 103: 00 103: 00 (72) Inventor Yasushi Naruse 1339 Kaminamikata, Ibigawa-cho, Ibi-gun, Gifu Prefecture (56) References JP 59-85018 (JP, A) JP 59-84972 (JP, A) JP 49-40299 (JP, A)
Claims (3)
1種からなる水硬性組成物;5〜95重量部、生石灰又は苦
土石灰又はその混合物;5〜95重量部更に上記水硬性組成
物に対して崩壊助剤;0.5〜1.5重量%を混合し、加圧
し、ブリケットに成形して、得られることを特徴とする
地盤改良安定化ブリケット体。1. A hydraulic composition comprising at least one of cement, slag and gypsum; 5 to 95 parts by weight, quick lime or magnesia lime or a mixture thereof; 5 to 95 parts by weight with respect to the above hydraulic composition. Disintegration aid; 0.5 to 1.5% by weight are mixed, pressurized and molded into a briquette to obtain a ground improvement stabilizing briquette body.
る特許請求の範囲第1項に記載の地盤改良安定化ブリケ
ット体。2. The ground improvement and stabilizing briquette body according to claim 1, wherein a collapse retardant is added and mixed.
ることを特徴とする特許請求の範囲第1項又は第2項に
記載の地盤改良安定化ブリケット体。3. The ground improvement stabilizing briquette body according to claim 1 or 2, wherein the disintegration aid is β-starch or saccharide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62243592A JP2514668B2 (en) | 1987-09-30 | 1987-09-30 | Ground improvement and stabilization briquette body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62243592A JP2514668B2 (en) | 1987-09-30 | 1987-09-30 | Ground improvement and stabilization briquette body |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6490313A JPS6490313A (en) | 1989-04-06 |
| JP2514668B2 true JP2514668B2 (en) | 1996-07-10 |
Family
ID=17106108
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62243592A Expired - Fee Related JP2514668B2 (en) | 1987-09-30 | 1987-09-30 | Ground improvement and stabilization briquette body |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2514668B2 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2798926B1 (en) * | 1999-09-29 | 2001-12-14 | B & C Services Sarl | FERTILIZING PRODUCT AND PROCESS FOR OBTAINING IT |
| JP2004262671A (en) * | 2003-01-15 | 2004-09-24 | Sumitomo Osaka Cement Co Ltd | Unhydrated formed body of hydraulic composition, its producing method, and method for utilizing the same |
| JP4662904B2 (en) * | 2006-10-19 | 2011-03-30 | 大洋基礎株式会社 | Ground improvement method |
| CN112592107B (en) * | 2019-11-29 | 2021-11-02 | 中国建筑标准设计研究院有限公司 | Redissolved mortar consolidation, method for the production thereof, mortar product and use thereof |
-
1987
- 1987-09-30 JP JP62243592A patent/JP2514668B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6490313A (en) | 1989-04-06 |
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