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JP5203872B2 - Excess liquid recycling method in soil cement body construction method - Google Patents
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JP5203872B2 - Excess liquid recycling method in soil cement body construction method - Google Patents

Excess liquid recycling method in soil cement body construction method Download PDF

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JP5203872B2
JP5203872B2 JP2008249686A JP2008249686A JP5203872B2 JP 5203872 B2 JP5203872 B2 JP 5203872B2 JP 2008249686 A JP2008249686 A JP 2008249686A JP 2008249686 A JP2008249686 A JP 2008249686A JP 5203872 B2 JP5203872 B2 JP 5203872B2
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JP2010077749A (en
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順一 秋田
昌文 藤枝
啓一 佐竹
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Gecoss Corp
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Description

本発明は、ソイルセメント壁やソイルセメント柱などのソイルセメント体を構築する山止め壁工法や地盤改良工法などに適用されるソイルセメント体造成工法における余剰液リサイクル工法に関するものである。   The present invention relates to a surplus liquid recycling method in a soil cement body construction method applied to a mountain retaining wall method or a ground improvement method for constructing a soil cement body such as a soil cement wall or a soil cement column.

山止め壁工法や地盤改良工法は、現位置土とセメントミルクを混合攪拌して地盤中にソイルセメント壁等を構築する工法であり、その施工実績の増加に伴い、産業廃棄物である余剰泥土の処分量も飛躍的に増加している。   The mountain retaining wall method and the ground improvement method are methods of mixing soil in place and cement milk to construct soil cement walls, etc. in the ground. With the increase in construction results, surplus mud soil that is industrial waste The amount of waste disposal has also increased dramatically.

余剰液リサイクル工法は、ソイルセメント壁等の施工に伴って発生する余剰泥土からセメント系懸濁液を分級・回収し、注入液として再利用することにより、従来工法に比較して、産業廃棄物処分量を大幅に削減し、セメント等の使用材料の低減を図るものである(例えば、特許文献1、2、3、4参照)。   The surplus liquid recycling method classifies and recovers cement-based suspensions from surplus mud generated during the construction of soil cement walls, etc., and reuses them as an infusion solution. The amount of disposal is greatly reduced, and the use material such as cement is reduced (see, for example, Patent Documents 1, 2, 3, and 4).

図3は、このような余剰液リサイクル工法の模式図、図4は従来工法とリサイクル工法を比比較したフロー図である。図3において、ソイルセメント柱列式連続壁の施工に伴って発生する余剰泥土1をソイルバキューム車10で振動篩と液体サイクロン等からなるソイル分離機11に送り、余剰セメントミルクの回収液2と土砂(排土、産廃泥土、産廃処分土とも称す)3に分離し、プラント12において、回収した余剰セメントミルクの回収液2に新たなセメントミルクの追加配合液4を加えリサイクル配合液5として使用する。 FIG. 3 is a schematic diagram of such a surplus liquid recycling method, and FIG. 4 is a flowchart comparing the conventional method and the recycling method. In FIG. 3, surplus mud 1 generated in connection with the construction of the soil cement columnar continuous wall is sent to a soil separator 11 composed of a vibrating sieve and a liquid cyclone by a soil vacuum wheel 10 to collect surplus cement milk recovered liquid 2 and Sediment (also referred to as waste soil, industrial waste mud soil, industrial waste disposal soil) 3 is separated into 3 and added to the recovered liquid 2 of the surplus cement milk collected at the plant 12 and used as a recycle mixed liquid 5 by adding a new cement milk additional liquid 4 To do.

このようなリサイクル工法において、従来は、リサイクル回数を限定せず、回収した余剰セメントミルクの回収液を追加配合調整し、利用できるだけ利用する手法が採られていた。また、リサイクルされる各過程のソイルセメントの性状把握は、回収液の比重測定結果のみによる判断を行っていた。   In such a recycling method, conventionally, the number of times of recycling is not limited, and a method of adding and adjusting the recovered recovered cement milk recovered liquid and using it as much as possible has been adopted. Moreover, the property of the soil cement in each process to be recycled was determined only by the specific gravity measurement result of the recovered liquid.

特開平07−1439号公報Japanese Patent Application Laid-Open No. 07-1439 特開2001−271338号公報JP 2001-271338 A 特開2002−54139号公報JP 2002-54139 A 特開2004−169302号公報JP 2004-169302 A

前述した従来のリサイクル工法の場合、回収した余剰セメントミルクの回収液を追加配合して繰り返し利用しているため、リサイクル配合液に含有している細粒分含有率の量がリサイクル回数の増大と共に増加し、ソイルセメント壁等の品質に悪影響をもたらしている。   In the case of the conventional recycling method described above, the recovered excess cement milk recovered liquid is added and repeatedly used, so the amount of fine particles contained in the recycled mixed liquid increases with the number of recycling. Increasing and adversely affecting the quality of soil cement walls.

また、リサイクル過程の各段階におけるソイルセメントの性状を正確に把握できていないため、回収液の比重測定結果のみで判断し、新規のセメントミルクで目標比重になるまで調整していた結果、品質管理が十分ではなかった。   In addition, because the properties of soil cement at each stage of the recycling process cannot be accurately grasped, it was judged only from the specific gravity measurement result of the recovered liquid and adjusted until the target specific gravity was reached with new cement milk. Was not enough.

本発明は、このような事情に鑑みてなされたものであり、ソイルセメント体造成工法に用いられているリサイクル工法を使用し、これに改善を加えるだけで、リサイクル施工により構築されるソイルセメント壁等の品質を一定にすることができ、良好なソイルセメント壁等を構築することができるソイルセメント体造成工法における余剰液リサイクル工法を提供することを目的としている。   The present invention has been made in view of such circumstances, and a soil cement wall that is constructed by recycling construction by using the recycling construction method used in the soil cement body construction construction method and adding improvements to the construction method. It is an object of the present invention to provide a surplus liquid recycling method in the soil cement body construction method that can make the quality of the soil cement constant and can construct a good soil cement wall and the like.

本発明の請求項1は、 現位置土とセメントミルクを混合攪拌して地盤中にソイルセメント体を構築するソイルセメント体造成工法において排出される余剰泥土を回収し、回収された余剰泥土から産廃泥土となる土砂と残留土砂分となる細粒土を含む余剰セメントミルクとを分離し、分離された余剰セメントミルクの回収液に新たなセメントミルクの追加配合液を加えリサイクル配合液として使用する余剰液リサイクル工法において、予め設定した1施工単位に対して、セメントミルクの基本配合液で施工を開始すると共に、リサイクル配合液によるリサイクル回数を複数回に限定し、1施工単位毎に、リサイクル演算プログラムを用いて回収液の土砂分含有率を求め、回収液中の残留土砂分に対応して回収液に加える追加配合液の新規セメントミルク追加量を決定し、リサイクルを完結させることにより、深さ方向に均一な品質のソイルセメント体を構築することを特徴とするソイルセメント体造成工法における余剰液リサイクル工法である。 Claim 1 of the present invention collects surplus mud soil discharged in the soil cement body construction method in which the soil cement body is constructed in the ground by mixing and stirring the current position soil and cement milk, and industrial waste is recovered from the recovered surplus mud soil. Separation of mud soil and surplus cement milk containing fine-grained soil that becomes residual sediment, and add new cement milk to the recovered liquid of the surplus cement milk. in the liquid recycle method, with respect to 1 construction unit set in advance, and starts the construction in basic formulation solution of cement milk, limit the recycled number from recycling liquid combination a plurality of times for each construction unit, recycling operations Use the program to determine the sediment content of the recovered liquid and add new cement to the recovered liquid to be added to the recovered liquid according to the residual sediment content in the recovered liquid. This is a surplus liquid recycling method in a soil cement body construction method characterized by constructing a soil cement body of uniform quality in the depth direction by determining the additional amount of milk and completing the recycling.

即ち、本発明のリサイクル工法は、回収した余剰ソイルセメントを予め設定した1施工単位毎に限定してリサクルを行うものであり、またリサクル算定プログラムを用いて、施工に必要な各定数を算定し、一定品質のソイルセメント壁等を構築するものである。より具体的には次のような改善点を有するものである。   That is, in the recycling method of the present invention, the recovered surplus soil cement is limited to each preset construction unit, and recycling is performed, and each constant necessary for construction is calculated using the recycling calculation program. It is intended to construct soil cement walls with a certain quality. More specifically, it has the following improvements.

(1) 土質別標準配合の設定(表1参照)
a)リサイクル工法は余剰泥土の分離回収が鍵であることから、土質分類の細粒分含有率が土質の評価尺度の重要な要素と考えて、日本統一土質分類に基づき、土質分類を5種類に分類し、リサイクル工法の標準配合を上記の土質5分類に従って設定する。
(1) Setting standard composition by soil (see Table 1)
a) Because the recycling method is the key to separating and recovering excess mud soil, considering the fine grain content of the soil classification as an important element of the soil evaluation scale, 5 types of soil classification based on the unified Japan soil classification The standard composition of the recycling method is set according to the above five soil classifications.

b)この標準配合は、一般ソイル工法の標準配合の水セメント比(W/C)と同一とし、削孔内泥土の品質(一軸圧縮強度)を保持するようにする。       b) The standard composition is the same as the water cement ratio (W / C) of the standard composition of the general soil method, and the quality (uniaxial compressive strength) of the mud in the drilling hole is maintained.

c)凝結遅延剤の使用量は、回収液の滞留時間が大幅に短縮されることから、従来に比べて削減する。       c) The amount of the setting retarder used is reduced compared to the conventional case because the residence time of the recovered liquid is greatly shortened.

(2) 注入率の割り増し(表1参照)
a)リサイクル工法の特徴から、泥土の流動性は一般ソイル工法よりも高く保つ必要があり、また、回収液に含まれる砂分による品質低下を防ぐ必要がある。
(2) Extra injection rate (see Table 1)
a) Due to the characteristics of the recycling method, it is necessary to keep the fluidity of the mud higher than that of the general soil method, and it is also necessary to prevent the deterioration of quality due to the sand contained in the recovered liquid.

b)そのため、本リサイクル工法においては土質別(細粒土含有率を評価尺度)に、セメントミルク注入率を一般ソイル工法よりも土質に応じて、例えば1.2〜1.3倍に高めることが好ましい。       b) For this reason, in this recycling method, it is preferable to increase the cement milk injection rate by 1.2 to 1.3 times, for example, according to the soil quality, according to the soil quality, according to the soil quality (the fine soil content rate is an evaluation scale).

c)この結果、セメントミルクと現地土の攪拌・混練状況が一般ソイル工法よりも改善され、質の高い泥土が生成され、圧縮強度と止水性が高まることになる。       c) As a result, the agitation and kneading conditions of cement milk and local soil are improved as compared with the general soil method, high quality mud is generated, and compressive strength and water stoppage are increased.

(3) 回収液に水を添加しない
a)回収液の中にセメントミルク成分が通常60〜80%含まれるが、この回収液に希釈水を加えれば、当初の水セメント比(W/C)が変化し、削孔内泥土の強度低下を招く恐れがある。
(3) Do not add water to the recovered liquid a) Cement milk components are usually included in the recovered liquid at 60 to 80%. If diluted water is added to this recovered liquid, the original water cement ratio (W / C) May change, leading to a decrease in strength of the mud in the drilling hole.

b)従って、余剰泥土や回収液に水を原則として加えないで、回収液内のセメントミルク性状をそのまま活用する。       b) Therefore, without adding water to the excess mud or the recovered liquid in principle, the cement milk properties in the recovered liquid are utilized as they are.

c)なお、錐の洗浄水やソイル分離機などの必要最小限の洗浄水は容認し、その希釈される水量も考慮してセメントミルク注入率を高める。       c) It should be noted that the minimum required amount of cleaning water such as cone cleaning water and soil separator is acceptable, and the cement milk injection rate is increased in consideration of the amount of diluted water.

(4) リサイクル回数の制限(図1、図2参照)
a)回収液に水を無制限に加えれば、何回でも可能であるが、施工性が悪化し、削孔内泥土の品質低下を招く懸念があるため、リサイクル回数を複数回に限定する。
(4) Limit on the number of recycling (see Fig. 1 and Fig. 2)
a) If water is added to the recovered liquid without limitation, it can be performed any number of times, but the workability is deteriorated and the quality of the mud in the drilling hole may be degraded, so the number of recycling is limited to a plurality of times.

b)リサイクル回数は2回が望ましい。このリサイクル回数は、削孔内泥土の品質保持、施工時間、産廃泥土削減率などを総合して判断することができる。       b) The number of recycling is preferably 2 times. The number of times of recycling can be determined by comprehensively considering the quality maintenance of the mud in the drilling hole, the construction time, the industrial waste mud reduction rate, and the like.

c)設定リサイクル回数で施工するということは、ソイルセメント壁等の施工単位を設定し、基本配合液とリサイクル配合液の使用割合を決定するということである。       c) The construction with the set number of recyclings means that the construction unit such as the soil cement wall is set, and the usage ratio of the basic blended liquid and the recycled blended liquid is determined.

d)この新規セメントミルク使用率、すなわち回収液に加える追加配合液の新規セメントミルク追加量は、回収液の土砂分含有率や産廃泥土削減率を求めるリサイクル演算プログラムを用いて算出することができる。 d) The new cement milk usage rate, that is, the new cement milk addition amount of the additional liquid mixture added to the recovered liquid can be calculated by using a recycling calculation program for obtaining the sediment content rate and the industrial waste mud reduction rate of the recovered liquid. .

(5) 1施工単位の設定
a)本発明における1施工単位とは、基本配合液で削孔を開始し、回収した回収液に追加配合液を加えたリサイクル配合液でソイルセメント壁等を完了させる「単位」である。
(5) Setting of one construction unit a) In the present invention, one construction unit starts drilling with the basic blending solution, and completes the soil cement wall and the like with the recycled blending solution in which the additional blending solution is added to the collected recovered solution. It is a “unit” to be made.

b)1施工単位の例を次に示す(請求項2)。       b) An example of one construction unit is shown below (claim 2).

1エレメント(先行・後行・連続)
先行エレメント+後行エレメント
1/2エレメント(大口径で大深度用)
c)1施工単位の決定方法は以下に示す要素を考慮して決定する。
1 element (leading / following / continuous)
Leading element + trailing element
1/2 element (large caliber and large depth)
c) The method of determining one construction unit is determined in consideration of the following factors.

リサイクルタンク容量>1施工単位で発生する基本配合による回収液量
1施工単位のリサイクル液使用量>プラントの1バッチ練り上がり量
d)従って、1施工単位では必ず新規セメントミルクから削孔を開始して、リサイクル液で削孔が終了するということであり、削孔内泥土の品質保持と施工性の向上に繋がる。
Recycle tank capacity> Amount of liquid collected by basic formulation generated per unit of construction
Amount of recycled liquid used in one unit of construction> Amount of finished batch in a plant d) Therefore, in one unit of construction, drilling must be started from new cement milk, and drilling should be completed with recycled liquid. It leads to quality maintenance and improvement of workability in the borehole mud.

(6) 追加配合液の性状と量
a)追加配合液とは、回収液に加える新たなセメントミルクで、回収液内のセメント量不足を補うためのものである。
(6) Properties and amount of additional liquid mixture a) The additional liquid mixture is new cement milk added to the recovered liquid to make up for the shortage of cement in the recovered liquid.

b)回収液にはセメントミルク成分と細粒土(土砂分)が入っている。この細粒土含有率(土砂分含有率)が高くなり、そのままリサイクル液として使用すれば、削孔内泥土の品質低下を招く。 b) The recovered liquid contains cement milk components and fine-grained soil (sediment) . If this fine grain soil content rate (sediment content rate) becomes high and it uses as it is as a recycle liquid, it will cause the quality fall of mud in a drilling hole.

c)従って、回収液内の土砂量に応じたセメントミルクの追加が必要となり、この配合と量を決定する。       c) Therefore, it is necessary to add cement milk according to the amount of earth and sand in the recovered liquid, and this blending and amount are determined.

d)追加配合液の性状は、基本配合からベントナイトを除いた性状で、水セメント比(W/C)が同一となるように設定する。       d) The properties of the additional blending liquid are the properties obtained by removing bentonite from the basic blending, and the water cement ratio (W / C) is set to be the same.

e)追加量は、回収液内の残留土砂分量に、セメントミルク注入率を乗じた量とする。       e) The additional amount shall be the amount of residual sediment in the recovered liquid multiplied by the cement milk injection rate.

f)この結果、リサイクル配合液の性状は、新規セメントミルクとほぼ同一となる。       f) As a result, the properties of the recycled liquid mixture are almost the same as the new cement milk.

(7) リサイクル配合液の性状
a)リサイクル配合液は、回収液と上記追加配合液を混合したものとなる。
(7) Properties of the recycle liquid mixture a) The recycle liquid mixture is a mixture of the recovered liquid and the above additional liquid mixture.

b)セメントミルクの性状(W/C)と注入率は新規セメントミルクと同一である。       b) The properties (W / C) and injection rate of cement milk are the same as the new cement milk.

c)1施工単位終了後、リサイクル液に使用する回収液残量はゼロとなるのが基本である。       c) Basically, the remaining amount of the recovered liquid used for the recycled liquid becomes zero after the end of one construction unit.

d)リサイクル液の使用量はプラントデータで終始観察し、計画通りの削減率が達成できているかどうかを管理する。       d) Observe the amount of recycled liquid used throughout the plant data and manage whether the planned reduction rate has been achieved.

(8) リサイクル演算プログラム(表2参照)
a)本発明で用いるリサイクル演算プログラムは、対象地盤の土質毎に、対象地盤の細粒分含有率、湿潤単位体積重量、含水比等をパラメータとして、余剰ソイルセメント発生率、回収率、回収液の土砂分含有率、細粗粒度構成率等を考慮した演算プログラムにより施工に必要な各定数を算定するものである(請求項3)。
(8) Recycle calculation program (see Table 2)
a) lapis lazuli cycle calculation program used in the present invention, for each soil type of the target ground, fine fraction content of the target ground, as a wet unit weight, the water content ratio, etc. parameters, the excess soil cement incidence, recovery, Each constant required for construction is calculated by a calculation program that takes into consideration the sediment content, the fine coarse particle composition rate, etc. of the recovered liquid (Claim 3).

b)入力・設定項目は、対象地盤の土質条件(土粒子比重・細粒土含有率・湿潤単位体積重量・余剰率)、施工条件(粗粒土排出率・細粒土排出率・セメントミルク排出率・余剰泥土吸引率・注入量増加率)、一般工法の基本配合(セメントミルク注入率・単位体積重量・水セメント比など)である。       b) Input and setting items are the soil conditions (soil particle specific gravity, fine soil content, wet unit volume weight, surplus rate), construction conditions (coarse soil discharge rate, fine soil discharge rate, cement milk) Emission rate, surplus mud suction rate, injection rate increase rate), basic composition of general construction method (cement milk injection rate, unit volume weight, water cement ratio, etc.).

c)算定項目は、基本配合(セメントミルク注入率・単位体積重量・水セメント比など)、追加配合(セメントミルク単位体積重量・水セメント比など)、基本配合液使用率、追加配合液追加率、余剰泥土の単位体積重量、回収液の単位体積重量、回収液の土砂分含有率、回収率、追加配合率、産廃泥土発生率、産廃泥土削減率などである。       c) Calculation items are basic formulation (cement milk injection rate, unit volume weight, water cement ratio, etc.), additional formulation (cement milk unit volume weight, water cement ratio, etc.), basic formulation usage rate, additional formulation addition rate The unit volume weight of the excess mud, the unit volume weight of the recovered liquid, the sediment content of the recovered liquid, the recovery rate, the additional blending rate, the industrial waste mud generation rate, the industrial waste mud reduction rate, etc.

上記のように算定されたデータに基づいて、1施工単位に対して、セメントミルクの基本配合液で施工を開始すると共に、複数回リサイクルにおけるそれぞれの新規セメントミルク追加量を決定し、1次、2次、…のリサイクル施工を実施し、リサイクルを完結させる。また、算定されたデータに用いて施工管理を行う。   Based on the data calculated as described above, for each construction unit, the construction starts with the basic composition of cement milk, and the amount of each new cement milk added in the multiple recycling is determined. Implement secondary and secondary recycling work to complete recycling. In addition, construction management is performed using the calculated data.

(1)基本配合液で施工を開始し、回収した余剰ソイルセメントに対して、予め設定した1施工単位毎に限定したリサクルを行うと共に、1施工単位に対して、リサイクル演算プログラムを用いて、回収液に加える追加配合液の新規セメントミルク追加量を決定し、リサイクルを完結させることにより、構築されるソイルセメント壁等の品質を一定にすることができ、良好なソイルセメント壁等を構築することができる。   (1) Start the construction with the basic compound solution, and perform the recycle limited to each preset construction unit for the recovered surplus cement, and use the recycling calculation program for one construction unit. By determining the amount of new cement milk to be added to the recovered liquid and completing the recycling, the quality of the soil cement wall to be built can be made constant, and a good soil cement wall, etc. will be built. be able to.

(2) ソイルセメント地盤改良工法に用いられているリサイクル工法を使用し、これに改善を加えるだけでよいため、低コストのリサイクル工法が実現できる。   (2) Since the recycling method used in the soil cement ground improvement method is used and only improvements need to be made, a low cost recycling method can be realized.

(3) リサイクル演算プログラムにより、各施工段階の管理ポイントにおけるチェック(比重やフロー値)でリサクルシステムの稼動状況確認が容易となり、仮に予想値から外れた場合には、原因の究明・修正を容易に行うことができる。   (3) The recycling calculation program makes it easy to check the operating status of the recycling system by checking the control points (specific gravity and flow value) at each construction stage, and if it deviates from the expected value, it is easy to identify and correct the cause. Can be done.

以下、本発明を図示する実施形態に基づいて説明する。この実施形態はソイルセメント柱列連続壁の構築に適用した例である。図1は本発明のソイルセメント体造成工法における余剰液リサイクル工法の一例を示す概念図である。図2は本発明における1施工単位の一例を示す概念図である。   Hereinafter, the present invention will be described based on the illustrated embodiments. This embodiment is an example applied to the construction of a soil cement column row continuous wall. FIG. 1 is a conceptual diagram showing an example of a surplus liquid recycling method in the soil cement body construction method of the present invention. FIG. 2 is a conceptual diagram showing an example of one construction unit in the present invention.

先ず、本リサイクル工法においては、余剰泥土の分離回収が鍵であることから、土質分類の細粒分含有率が土質の評価尺度の重要な要素と考えて、表1に示すように、日本統一土質分類に基づき、土質分類を5種類に分類し、各土質区分のセメントミルクの標準配合すなわち対象土1.0m当りのセメント量・ベントナイト量・水の量・水セメント比・セメントミルク注入量などを設定する。 First, in this recycling method, separation and recovery of surplus mud soil is the key. Therefore, considering the fine grain content of the soil classification as an important element of the soil evaluation scale, as shown in Table 1, it is standardized in Japan. based on soil classification, the soil classification classified into five types, quantity and water-cement ratio cement milk injection volume of cement weight bentonite volume and water of a standard formulation i.e. target earth 1.0m per 3 cement milk each soil segment, etc. Set.

この表1において、標準配合は一般ソイル工法の標準配合の水セメント比(W/C)と同一であり、削孔内泥土の品質(一軸圧縮強度)を保持する。凝結遅延剤は、回収液の滞留時間が大幅に短縮されたことから、従来に比べて削減した。また、泥土の流動性は一般ソイル工法よりも高く保つ必要があり、また、回収液に含まれる砂分による品質低下を防ぐ必要があるため、土質別(細粒土含有率を評価尺度)に、セメントミルク注入率を一般ソイル工法よりも土質に応じて1.2〜1.3倍に高めている。これにより、セメントミルクと現地土の攪拌・混錬状況が一般ソイル工法よりも改善され、質の高い泥土が生成され、圧縮強度と止水性が高まる。   In Table 1, the standard composition is the same as the water cement ratio (W / C) of the standard composition of the general soil method, and retains the quality (uniaxial compressive strength) of the mud in the borehole. The setting retarder was reduced compared to the conventional method because the residence time of the recovered liquid was significantly shortened. In addition, the fluidity of the mud must be kept higher than that of the general soil method, and it is necessary to prevent quality degradation due to the sand contained in the recovered liquid. The cement milk injection rate is 1.2 to 1.3 times higher than the general soil method depending on the soil quality. As a result, the agitation and kneading conditions of cement milk and local soil are improved as compared with the general soil method, high quality mud is generated, and compressive strength and water stoppage are increased.

Figure 0005203872
Figure 0005203872

本発明のリサイクル工法においては、図1、図2に示すように、1施工単位に対して、表1を用いて決定したセメントミルクの基本配合液で施工を開始すると共に、リサイクル配合液によるリサイクル回数を複数回に限定し、1施工単位毎に、リサイクル演算プログラムを用いて、回収液に加える追加配合液の新規セメントミルク追加量を決定し、リサイクルを完結させることにより、深さ方向に均一な品質のソイルセメント体を構築する。 In the recycling method of the present invention, as shown in FIG. 1 and FIG. 2, construction is started with the basic blended liquid of cement milk determined using Table 1 for one construction unit, and the recycling by the recycled blended liquid is performed. the number is limited to several times, for each construction unit, with a recycling operation program, to determine the new cement milk additional amount of additional mixing liquid added to the recovering solution, by completing the recycling, in the depth direction Build a soil cement body of uniform quality.

図1、図2の実施形態は、1エレメントを1施工単位として、1エレメントを深さ方向に3つに分割し、またリサイクル回数を2回に限定した場合である。以下のような手順でリサイクルが実施される。   The embodiment of FIGS. 1 and 2 is a case where one element is one construction unit, one element is divided into three in the depth direction, and the number of recycling is limited to two. Recycling is carried out according to the following procedure.

(1)初期施工
セメントミルクの基本配合液で上部の対象土を掘削攪拌し、発生した余剰泥土1−1を余剰セメントミルクの回収液2−1と土砂3−1に分離する。回収液2-1はセメントミルク分と土砂分からなり、この残留土砂分に対応した新たなセメントミルクの追加配合液4−1を回収液2-1に加え、1次リサイクル配合液5−1とする。このリサクル配合液5−1の性状は新規セメントミルクとほぼ同一となる。
(1) Initial construction The upper target soil is excavated and stirred with the basic composition liquid of cement milk, and the generated surplus mud 1-1 is separated into the surplus cement milk recovery liquid 2-1 and the earth and sand 3-1. The recovered liquid 2-1 consists of cement milk and earth and sand, and a new cement milk additional liquid mixture 4-1 corresponding to the residual earth and sand content is added to the recovered liquid 2-1, and the primary recycle liquid mixture 5-1 and To do. The properties of the recycle composition liquid 5-1 are almost the same as the new cement milk.

(2)1次リサクル施工
1次リサクル配合液5−1で中間部の対象土を掘削攪拌し、発生した余剰泥土1−2を余剰セメントミルクの回収液2−2と土砂3−2に分離する。回収液2-2に、残留土砂分に対応した新たなセメントミルクの追加配合液4−2を加え、2次リサイクル配合液5−2とする。このリサクル配合液5−2の性状も新規セメントミルクとほぼ同一となる。
(2) Primary recycling construction The target soil in the middle part is excavated and stirred with the primary recycling mixture 5-1, and the generated excess mud 1-2 is separated into the excess cement milk recovery liquid 2-2 and earth and sand 3-2. To do. To the recovered liquid 2-2, a new cement milk addition liquid 4-2 corresponding to the residual sediment is added to obtain a secondary recycling liquid mixture 5-2. The properties of the recycle composition liquid 5-2 are almost the same as the new cement milk.

(3) 2次リサクル施工
2次リサクル配合液5−2で下部の対象土を掘削攪拌し、発生した余剰泥土1−3を処分泥土として1施工単位を終了する。この1施工単位終了時、リサクル回収液残量はゼロであり、リサクル回収液を使い切ることになる。
(3) Secondary recycling construction The lower target soil is excavated and stirred with the secondary recycling liquid 5-2, and one unit of construction is completed using the generated excess mud 1-3 as the disposal mud. At the end of one construction unit, the remaining amount of the recycle recovery liquid is zero and the recycle recovery liquid is used up.

回収液に加える追加配合液の新規セメントミルク追加量等は、リサイクル演算プログラムを用いて算出し、また算出されたデータを用いて施工管理を行う。表2に、この演算プログラムの入力・設定項目、配合・算定項目、演算・算定結果の一例を示す。 Add blended liquid new cement milk added amount of the added to the recovering solution were calculated using the recycling operation program and performs a construction management using the calculated data. Table 2 shows an example of input / setting items, formulation / calculation items, and calculation / calculation results of this calculation program.

入力・設定項目は、対象地盤の土質条件(土粒子比重・細粒土含有率・湿潤単位体積重量・余剰率)、施工条件(粗粒土排出率・細粒土排出率・セメントミルク排出率・余剰泥土吸引率・注入量増加率)、一般工法の基本配合(セメントミルク注入率・単位体積重量・水セメント比など)である。   The input and setting items are the soil condition (soil particle specific gravity, fine soil content, wet unit volume weight, surplus rate), construction conditions (coarse soil discharge rate, fine soil discharge rate, cement milk discharge rate) -Excess mud soil suction rate / injection rate increase rate), basic composition of general construction method (cement milk injection rate, unit volume weight, water cement ratio, etc.).

算定項目は、基本配合(セメントミルク注入率・単位体積重量・水セメント比など)、追加配合(セメントミルク単位体積重量・水セメント比など)、基本配合液使用率、追加配合液追加率、余剰泥土の単位体積重量、回収液の単位体積重量、回収液の土砂分含有率、回収率、追加配合率、産廃泥土発生率、産廃泥土削減率などである。   Calculation items are basic formulation (cement milk injection rate / unit volume weight / water cement ratio, etc.), additional formulation (cement milk unit volume weight / water cement ratio, etc.), basic formulation solution usage rate, additional formulation solution addition rate, surplus Unit volume weight of mud, unit volume weight of recovered liquid, sediment content rate of recovered liquid, recovery rate, additional blending rate, industrial waste mud generation rate, industrial waste mud reduction rate, etc.

Figure 0005203872
Figure 0005203872

表2の算定されたデータに基づいて、1施工単位に対して、セメントミルクの基本配合液で施工を開始すると共に、2回リサイクルにおけるそれぞれの新規セメントミルク追加量を決定し、1次、2次のリサイクル施工を実施し、リサイクルを完結させる。また、算定されたデータに用いて施工管理を行う。   Based on the calculated data in Table 2, construction starts with the basic composition of cement milk for one construction unit, and the amount of each new cement milk added in the second recycling is determined. Implement the following recycling work to complete the recycling. In addition, construction management is performed using the calculated data.

なお、本発明は、以上のような実施形態に限定されないことはいうまでもない。   Needless to say, the present invention is not limited to the above embodiment.

本発明のソイルセメント体造成工法における余剰液リサイクル工法の一例を示す概念図である。It is a conceptual diagram which shows an example of the surplus liquid recycling construction method in the soil cement body construction construction method of this invention. 本発明における1施工単位の一例を示す概念図である。It is a conceptual diagram which shows an example of 1 construction unit in this invention. 余剰液リサイクル工法の模式図である。It is a schematic diagram of a surplus liquid recycling construction method. 従来工法とリサイクル工法を比較したフロー図である。It is the flowchart which compared the conventional construction method and the recycling construction method.

符号の説明Explanation of symbols

1…余剰泥土
2…回収液
3…土砂
4…追加配合液
5…リサイクル配合液
10…ソイルバキューム車
11…ソイル分離機
12…プラント
DESCRIPTION OF SYMBOLS 1 ... Surplus mud 2 ... Recovery liquid 3 ... Earth and sand 4 ... Additional compounding liquid 5 ... Recycle compounding liquid 10 ... Soil vacuum car 11 ... Soil separator 12 ... Plant

Claims (3)

現位置土とセメントミルクを混合攪拌して地盤中にソイルセメント体を構築するソイルセメント体造成工法において排出される余剰泥土を回収し、回収された余剰泥土から産廃泥土となる土砂と残留土砂分となる細粒土を含む余剰セメントミルクとを分離し、分離された余剰セメントミルクの回収液に新たなセメントミルクの追加配合液を加えリサイクル配合液として使用する余剰液リサイクル工法において、予め設定した1施工単位に対して、セメントミルクの基本配合液で施工を開始すると共に、リサイクル配合液によるリサイクル回数を複数回に限定し、1施工単位毎に、リサイクル演算プログラムを用いて回収液の土砂分含有率を求め、回収液中の残留土砂分に対応して回収液に加える追加配合液の新規セメントミルク追加量を決定し、リサイクルを完結させることにより、深さ方向に均一な品質のソイルセメント体を構築することを特徴とするソイルセメント体造成工法における余剰液リサイクル工法。 The surplus mud discharged in the soil cement body construction method that mixes and agitates the current position soil and cement milk and constructs the soil cement body in the ground is recovered, and the soil and residual soil and sand that become industrial waste mud from the recovered surplus mud In the surplus liquid recycling method that separates the surplus cement milk containing fine-grained soil to be used, and adds the additional blended liquid of new cement milk to the recovered liquid of the surplus cement milk to be used as a recycle blended liquid for one construction unit, starts the construction in basic formulation solution of cement milk, limit the recycled number from recycling liquid combination a plurality of times for each construction unit, sediment recovered liquid using a recycling operation program the partial content determined, determine the new cement milk additional amount of additional mixing liquid added to the recovering solution in response to the residual sediment content in the recovered solution , By to complete the recycling, excess liquid recycling method in soil cement body reclamation method characterized by constructing a soil cement having a uniform quality in the depth direction. 請求項1に記載の余剰液リサイクル工法において、1施工単位は、ソイルセメント体の1エレメント、先行エレメント及び後行エレメント、または1/2エレメントであることを特徴とするソイルセメント体造成工法における余剰液リサイクル工法。   The surplus liquid recycling method according to claim 1, wherein one construction unit is one element of a cement cement body, a preceding element and a trailing element, or a 1/2 element. Liquid recycling method. 請求項1または請求項2に記載の余剰液リサイクル工法において、リサイクル演算プログラムの入力・設定項目は、対象地盤の土質条件、施工条件、一般工法の基本配合であり、主として、基本配合、追加配合、回収率、回収液の土砂分含有率、産廃泥土発生率、産廃泥土削減率を算定することを特徴とするソイルセメント体造成工法における余剰液リサイクル工法。 In the surplus liquid recycling method according to claim 1 or claim 2, the input / setting items of the recycling calculation program are the basic composition of soil conditions, construction conditions and general construction method of the target ground, and mainly the basic composition and additional composition Surplus liquid recycling method in soil cement body construction method, characterized by calculating the recovery rate, sediment content rate of recovered liquid, industrial waste mud generation rate, industrial waste mud reduction rate.
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