JP2022142105A - Production method of soil cement - Google Patents
Production method of soil cement Download PDFInfo
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- JP2022142105A JP2022142105A JP2021042119A JP2021042119A JP2022142105A JP 2022142105 A JP2022142105 A JP 2022142105A JP 2021042119 A JP2021042119 A JP 2021042119A JP 2021042119 A JP2021042119 A JP 2021042119A JP 2022142105 A JP2022142105 A JP 2022142105A
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- soil cement
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- solidification material
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- 239000002689 soil Substances 0.000 title claims abstract description 115
- 239000004568 cement Substances 0.000 title claims abstract description 55
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 26
- 239000000463 material Substances 0.000 claims abstract description 73
- 238000007711 solidification Methods 0.000 claims abstract description 40
- 230000008023 solidification Effects 0.000 claims abstract description 40
- 239000000203 mixture Substances 0.000 claims abstract description 39
- 239000004576 sand Substances 0.000 claims description 30
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 26
- 238000000034 method Methods 0.000 claims description 15
- 239000002245 particle Substances 0.000 claims description 6
- 238000003756 stirring Methods 0.000 claims description 6
- 238000005096 rolling process Methods 0.000 abstract description 9
- 239000013049 sediment Substances 0.000 abstract 5
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 27
- 238000005056 compaction Methods 0.000 description 9
- 230000000052 comparative effect Effects 0.000 description 9
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 8
- 239000003795 chemical substances by application Substances 0.000 description 7
- 239000011400 blast furnace cement Substances 0.000 description 5
- 239000000292 calcium oxide Substances 0.000 description 4
- 235000012255 calcium oxide Nutrition 0.000 description 4
- 238000007796 conventional method Methods 0.000 description 4
- 238000004898 kneading Methods 0.000 description 4
- 238000005259 measurement Methods 0.000 description 3
- 239000002956 ash Substances 0.000 description 2
- 239000004927 clay Substances 0.000 description 2
- 239000008399 tap water Substances 0.000 description 2
- 235000020679 tap water Nutrition 0.000 description 2
- 239000011398 Portland cement Substances 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000012669 compression test Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- -1 ecocement Substances 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009533 lab test Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000009490 roller compaction Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 238000007655 standard test method Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- 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)
Abstract
Description
本発明は従来のソイルセメントの製造方法で用いる固化材の添加量で、土砂をより多く利活用できるソイルセメントを製造する方法である。 INDUSTRIAL APPLICABILITY The present invention is a method for producing soil cement that can utilize more soil and sand with the addition amount of solidifying agent used in the conventional method for producing soil cement.
従来、土砂に固化材を添加してソイルセメントを製造する方法では、固化材を一度に添加していた（特許文献１、特許文献２）。しかし、この方法では、土砂が、細砂、火山灰質粘性土および有機質土等の固化難土や、重粘土等の高粘性土である場合、一般的な土砂と比べ目標強度を達成するために必要な固化材量が多くなる。 Conventionally, in the method of producing soil cement by adding a solidifying agent to earth and sand, the solidifying agent was added at once (Patent Documents 1 and 2). However, in this method, when the soil is hard-to-solidify soil such as fine sand, volcanic cohesive soil and organic soil, or highly cohesive soil such as heavy clay, it is difficult to achieve the target strength compared to general soil. The amount of solidifying material required increases.
したがって、本発明は、対象とする土砂が固化難土や高粘性土であっても、従来のソイルセメントの製造方法で用いる固化材の添加量で、土砂をより多く利活用できるソイルセメントを製造する方法を提供することを目的とする。 Therefore, even if the target soil is hard-to-solidify soil or highly viscous soil, the present invention manufactures soil cement that can utilize more of the soil with the addition amount of the solidifying material used in the conventional soil cement manufacturing method. The purpose is to provide a method to
そこで、本発明者らは、前記目的を達成すべく鋭意検討した結果、下記の構成を有するソイルセメントを製造する方法は、前記目的を達成できることを見出し、本発明を完成させた。 As a result of intensive studies aimed at achieving the above objects, the inventors of the present invention have found that a method for producing soil cement having the following configuration can achieve the above objects, and have completed the present invention.
［１］土砂に固化材を分割して添加してソイルセメントを製造する方法。
［２］土砂に固化材を１次添加して混合し、仮置き養生の期間を経て該土砂と固化材の混合物を解砕した後、さらに固化材を２次添加して転圧せずにまたは転圧してソイルセメントを製造する方法。
［３］前記１次添加量が３０～３００ｋｇ／ｍ３、および前記２次添加量が５０～３００ｋｇ／ｍ３であり、かつ１次添加量と２次添加量の合計が８０～５００ｋｇ／ｍ３である、前記［２］に記載のソイルセメントを製造する方法。
［４］土砂が、細粒土、火山灰質粘性土、有機質土、高有機質土、および高粘性土から選ばれる１種以上である、前記［１］～［３］のいずれかに記載のソイルセメントを製造する方法。
［５］下記（ａ）の場合は前記１次添加時に加水し、下記（ｂ）の場合は前記２次添加時に加水する、前記［２］～［４］のいずれかに記載のソイルセメントを製造する方法。
（ａ）土砂の粘性が高いため固化材の攪拌混合が困難または不可能な場合
（ｂ）前記仮置養生した後の土砂と固化材の混合物の圧縮強さが、解砕時において０．５Ｎ／ｍｍ２以上の場合
［６］前記仮置き養生期間の終了時が、土砂と固化材の混合物の圧縮強さが０．２～１．２Ｎ／ｍｍ２になる時である、前記［２］～［５］のいずれかに記載のソイルセメントを製造する方法。
［７］前記解砕した土砂と固化材の混合物の粒径が２００ｍｍ以下である、前記［２］～［６］のいずれかに記載のソイルセメントを製造する方法。
[1] A method of producing soil cement by dividing and adding a solidifying material to earth and sand.
[2] A solidification material is primarily added to the earth and sand and mixed, and after a period of temporary curing, the mixture of the earth and sand and the solidification material is pulverized, and then the solidification material is added secondarily without rolling compaction. Or a method of producing soil cement by rolling.
[3] The primary addition amount is 30 to 300 kg/m 3 , the secondary addition amount is 50 to 300 kg/m 3 , and the total of the primary addition amount and the secondary addition amount is 80 to 500 kg/m 3 , the method for producing soil cement according to [2] above.
[4] The soil according to any one of [1] to [3] above, wherein the soil is one or more selected from fine-grained soil, volcanic ash cohesive soil, organic soil, highly organic soil, and highly cohesive soil. A method of manufacturing cement.
[5] The soil cement according to any one of [2] to [4], wherein water is added during the primary addition in the case of (a) below, and water is added during the secondary addition in the case of (b) below. How to manufacture.
(a) When it is difficult or impossible to stir and mix the solidification material due to the high viscosity of the soil (b) The compressive strength of the mixture of the soil and the solidification material after the temporary curing is 0.5 N at the time of crushing /mm 2 or more [6] When the compression strength of the mixture of earth and sand and solidification material reaches 0.2 to 1.2 N/mm 2 at the end of the temporary placement curing period [2] A method for producing soil cement according to any one of -[5].
[7] The method for producing soil cement according to any one of [2] to [6] above, wherein the mixture of crushed soil and solidifying material has a particle size of 200 mm or less.
本発明のソイルセメントを製造する方法は、従来のソイルセメントの製造方法で用いる固化材の添加量で、土砂をより多く利活用できる。また、これを云い換えれば、本発明のソイルセメントを製造する方法は、従来のソイルセメントの製造方法において用いる固化材の添加量よりも少ない添加量で、同じ強度を得ることができる。 The method for producing soil cement of the present invention can utilize more soil and sand with the addition amount of the solidifying agent used in the conventional method for producing soil cement. In other words, the method for producing soil cement of the present invention can obtain the same strength with a smaller amount of solidifying agent added than that used in the conventional method for producing soil cement.
本発明は、前記したとおり、土砂に固化材を分割して添加してソイルセメントを製造する方法である。また、本発明は、好ましくは土砂に固化材を１次添加して混合し、仮置き養生の期間を経て土砂と固化材の混合物を解砕した後、さらに固化材を２次添加して、転圧せずにまたは転圧してソイルセメントを製造する方法である。前記転圧しない場合とは、例えば、転圧のエネルギーを加えると、土砂が軟弱化して締め固まらない状態になり、この状態では転圧しようとしてもできない場合である。一方、締固め可能な状態であれば転圧する。
そして、好ましくは、前記１次添加量は３０～３００ｋｇ／ｍ３、および前記２次添加量は５０～３００ｋｇ／ｍ３であり、かつ１次添加量と２次添加量の合計が８０～５００ｋｇ／ｍ３である。１次添加量が３０ｋｇ／ｍ３未満、２次添加量が５０ｋｇ／ｍ３未満、および１次添加量と２次添加量の合計が８０ｋｇ／ｍ３未満では、ソイルセメントの強度は十分でなく、また、１次添加量が３００ｋｇ／ｍ３超、２次添加量が３００ｋｇ／ｍ３超、および１次添加量と２次添加量の合計が５００ｋｇ／ｍ３超では、ソイルセメントの強度は増加するが、コスト増となる他、ソイルセメントの破壊ひずみは小さくなり、地盤の変形に追従できずクラック等が発生する場合がある。なお、より好ましくは、前記１次添加量は５０～３００ｋｇ／ｍ３、および前記２次添加量は８０～３００ｋｇ／ｍ３であり、かつ１次添加量と２次添加量の合計が１３０～５００ｋｇ／ｍ３である。
なお、前記添加量は、事前に室内試験等により適切な添加量を決定するとよい。
As described above, the present invention is a method of producing soil cement by dividing and adding a solidifying material to earth and sand. Further, in the present invention, the solidification material is preferably added to the earth and sand firstly and mixed, and after the mixture of the earth and sand and the solidification material is pulverized through a period of temporary curing, the solidification material is added secondarily, It is a method of producing soil cement without or with rolling compaction. The case where the rolling compaction is not performed is, for example, a case where the earth and sand are softened and cannot be compacted when the energy of the rolling compaction is applied, and in this state, even if an attempt is made to compact the soil, the soil cannot be compacted. On the other hand, if compaction is possible, roll compaction.
Preferably, the primary addition amount is 30 to 300 kg/m 3 , the secondary addition amount is 50 to 300 kg/m 3 , and the total of the primary addition amount and the secondary addition amount is 80 to 500 kg. / m3 . When the primary addition amount is less than 30 kg/m 3 , the secondary addition amount is less than 50 kg/m 3 , and the total of the primary addition amount and the secondary addition amount is less than 80 kg/m 3 , the strength of the soil cement is not sufficient. Also, when the primary addition amount exceeds 300 kg/m 3 , the secondary addition amount exceeds 300 kg/m 3 , and the total of the primary addition amount and the secondary addition amount exceeds 500 kg/m 3 , the strength of the soil cement is However, the cost will increase, and the fracture strain of the soil cement will become smaller, and cracks may occur due to the inability to follow the deformation of the ground. More preferably, the primary addition amount is 50 to 300 kg/m 3 , the secondary addition amount is 80 to 300 kg/m 3 , and the total of the primary addition amount and the secondary addition amount is 130 to 300 kg/m 3 . 500 kg/ m3 .
In addition, it is preferable to determine an appropriate addition amount in advance by laboratory tests or the like.
本発明が対象とする土砂は、特に限定されないが、細粒土、火山灰質粘性土、有機質土、高有機質土などの固化難土や重粘土などの高粘性土から選ばれる１種以上であり、これらに対して、本発明は特に有効である。 The soil targeted by the present invention is not particularly limited, but is one or more selected from hard-to-solidify soil such as fine-grained soil, volcanic cohesive soil, organic soil, and highly organic soil, and highly cohesive soil such as heavy clay. , the present invention is particularly effective for these.
本発明では、粘度、強度、および締固め度の調整のため、固化材の１次添加時および／または２次添加時に加水してもよい。前記加水の条件は、下記（ａ）の場合は前記１次添加時に加水し、下記（ｂ）の場合は前記２次添加時に加水する。
（ａ）土砂の粘性が高いため固化材の攪拌混合が困難または不可能な場合
（ｂ）前記仮置養生した後の土砂と固化材の混合物の圧縮強さが、解砕時において０．５Ｎ／ｍｍ２以上の場合
ここで、土砂の粘性が高いため固化材の攪拌混合が困難または不可能な場合とは、攪拌混合が混合装置の性能に依存して一義的には云えないが、攪拌混合ができないか、または均一に混ざらない場合をいう。
なお、前記加水の量は加水目的に応じた試行により決めればよい。
In the present invention, water may be added during the primary addition and/or secondary addition of the solidifying material in order to adjust the viscosity, strength, and degree of compaction. As for the conditions for adding water, in the case of (a) below, water is added during the first addition, and in the case of (b) below, water is added during the second addition.
(a) When it is difficult or impossible to stir and mix the solidification material due to the high viscosity of the soil (b) The compressive strength of the mixture of the soil and the solidification material after the temporary curing is 0.5 N at the time of crushing /mm 2 or more Here, the case where it is difficult or impossible to stir and mix the solidifying material due to the high viscosity of the soil and sand is a case where stirring and mixing depends on the performance of the mixing device and cannot be univocally said. It means that the mixture cannot be mixed or mixed uniformly.
The amount of water to be added may be determined by trial according to the purpose of adding water.
本発明において、土砂に固化材を１次添加して混合した混合物の仮置き養生期間は、土砂と固化材の混合物の圧縮強さが０．２～１．２Ｎ／ｍｍ２になる時であり、これは混錬した後、１日～３ヶ月程度の期間に相当する。該圧縮強さが０．２Ｎ／ｍｍ２未満では、前記混合物の強度が解砕できる強度に達しない(力を加えると泥濘化する)場合があり、１．２Ｎ／ｍｍ２を超えると、解砕が困難になるか、解砕後の転圧が困難になる場合がある。なお、前記圧縮強さは、好ましくは０．４～１．０Ｎ／ｍｍ２である。解砕方法は特に限定されないが、前記仮置き養生期間が経過した後の混合物をバックホウのバケットまたはキャタピラで押し潰す、若しくは篩が装着された特殊な解砕機用いて砕く方法等が挙げられる。
また、前記解砕した土砂と固化材の混合物の粒径は、好ましくは２００ｍｍ以下である。該粒径が２００ｍｍを超えると転圧が困難となる。なお、該粒径は、好ましくは１５０ｍｍ以下である。
In the present invention, the temporary curing period of the mixture obtained by first adding the solidifying material to the soil and sand is when the compressive strength of the mixture of the soil and the solidifying material becomes 0.2 to 1.2 N / mm 2 . , which corresponds to a period of about 1 day to 3 months after kneading. If the compressive strength is less than 0.2 N/mm 2 , the strength of the mixture may not reach the strength that can be crushed (it becomes muddy when force is applied). Crushing may become difficult, or rolling compaction after crushing may become difficult. Incidentally, the compressive strength is preferably 0.4 to 1.0 N/mm 2 . The crushing method is not particularly limited, but examples include a method of crushing the mixture after the temporary placement curing period has passed with a backhoe bucket or caterpillar, or crushing using a special crusher equipped with a sieve.
Moreover, the particle size of the mixture of the crushed earth and sand and the solidification material is preferably 200 mm or less. When the grain size exceeds 200 mm, rolling compaction becomes difficult. The particle size is preferably 150 mm or less.
次に、本発明で用いる固化材、水、および土砂と固化材の混合物の混合装置について説明する。
（１）固化材
該固化材は、高炉セメントＡ種、高炉セメントＢ種、高炉セメントＣ種、ポルトランドセメント、シリカセメント、フライアッシュセメント、エコセメント、およびセメント系固化材から選ばれる１種以上である。ここで、セメント系固化材は複合材であって、その母材はセメントであり、その他の固化成分やその配合は、一般軟弱土用、特殊土用（汎用型）、および高有機質土用などの固化の難易度や、固化現場の状況などに応じて決められる。例えば、市販のセメント系固化材は、汎用型ではジオセット（登録商標、太平洋セメント社製）２００、高有機質土用ではジオセット（登録商標、太平洋セメント社製）２２５等が挙げられる。なお、コストや固化性能を考慮すると、前記固化材は、好ましくは高炉セメントＢ種とセメント系固化材である。
（２）水
本発明の加水に用いる水は、上水道水、河川水、湖沼水、海水、および下水処理水等を用いることができる。なお、加水量は、使用する水を用いて実際に混合物を調製して決めるとよい。その際、上水道水以外を使用する場合は、固化性能に悪影響を及ぼさないことを確認することが好ましい。
（３）混合装置
前記土砂と固化材の混合物の混合装置は、特に制限されず、一般に、コンクリートやモルタルの混練に用いるミキサーでよく、可傾式ミキサー、強制練りミキサー、ドラムミキサー、重力式ミキサー、およびハンドミキサー等が挙げられる。また、現場においては、混合装置は、バックホウ、バケットミキシング、ソイルセメント専用のバッチ式または連続式のミキサーなどが挙げられる。
Next, an apparatus for mixing the solidifying material, water, and the mixture of earth and sand and the solidifying material used in the present invention will be described.
(1) Solidifying material The solidifying material is one or more selected from blast-furnace cement type A, blast-furnace cement type B, blast-furnace cement type C, portland cement, silica cement, fly ash cement, ecocement, and cement-based solidifying material. be. Here, the cement-based solidifying material is a composite material, the base material of which is cement, and the other solidifying components and their composition are for general soft soil, special soil (general-purpose type), high organic soil, etc. It is determined according to the difficulty of solidification of the solidification site, the situation of the solidification site, etc. For example, commercially available cement-based solidifying materials include Geoset (registered trademark, manufactured by Taiheiyo Cement Co., Ltd.) 200 for general use and Geoset (registered trademark, manufactured by Taiheiyo Cement Co., Ltd.) 225 for high organic soil. In consideration of cost and solidification performance, the solidification material is preferably blast furnace cement type B and a cement-based solidification material.
(2) Water Tap water, river water, lake water, seawater, treated sewage water, and the like can be used as the water used for adding water in the present invention. The amount of water to be added is preferably determined by actually preparing a mixture using the water to be used. At that time, when using water other than tap water, it is preferable to confirm that it does not adversely affect the solidification performance.
(3) Mixing device The mixing device for the mixture of the earth and sand and the solidifying material is not particularly limited, and generally a mixer used for kneading concrete or mortar may be used, such as a tilting mixer, a forced kneading mixer, a drum mixer, and a gravity mixer. , and hand mixers. On-site mixing equipment includes a backhoe, a bucket mixer, a batch-type or continuous-type mixer dedicated to soil cement, and the like.
以下、本発明を実施例により詳細に説明するが、本発明は該実施例に限定されない。
１．使用材料
（１）試料土
表１に示す土砂を試料土として用いた。
EXAMPLES The present invention will be described in detail below with reference to examples, but the present invention is not limited to the examples.
1. Materials used (1) Sample soil The soil shown in Table 1 was used as sample soil.
（２）固化材
固化材は、ジオセット（登録商標）２２５（太平洋セメント社製、表２中の略号はＧＳ２２５である。）、および高炉セメントＢ種（太平洋セメント社製、表２中の略号はＢＢ）を用いた。
(2) Solidification material The solidification material is Geoset (registered trademark) 225 (manufactured by Taiheiyo Cement Co., Ltd., abbreviation in Table 2 is GS225), and blast furnace cement type B (manufactured by Taiheiyo Cement Co., Ltd., abbreviation in Table 2). BB) was used.
２．圧縮強さの測定
表２に示す配合に従い、前記試料土と一次添加の固化材、また必要な場合は加水して混練し混合物を調製した。これをポリ袋にて所定期間仮置きして密封養生した後、１９ｍｍのフルイを通過させて前記混合物を解砕した。次に、該解砕物と２次添加の固化材、また必要な場合は加水して混練し、該混練物を内径５０ｍｍ、高さ１００ｍｍのモールドにタッピング(転圧なし)またはセメント協会標準試験方法(ＪＣＡＳ Ｌ－０１)により転圧し、供試体を作製した。該供試体の材齢２８日の圧縮強さは、ＪＩＳ Ａ １２１６「土の一軸圧縮試験方法」に準拠して測定した。その結果を表２に示す。また、この測定作業のフローチャートの一例を図１に示す。
2. Measurement of Compressive Strength According to the composition shown in Table 2, a mixture was prepared by kneading the sample soil, the primary addition solidification agent, and water if necessary. After being temporarily placed in a plastic bag for a predetermined period of time and sealed for curing, the mixture was crushed by passing through a 19 mm sieve. Next, the pulverized material and the secondarily added solidifying material are kneaded with water if necessary, and the kneaded material is tapped (without roller compaction) in a mold with an inner diameter of 50 mm and a height of 100 mm, or by the standard test method of the Cement Association. (JCAS L-01) to prepare a specimen. The compressive strength of the specimen at the age of 28 days was measured according to JIS A 1216 "Uniaxial Compression Test Method for Soil". Table 2 shows the results. An example of a flow chart of this measurement work is shown in FIG.
３．試験結果の評価
試料土および固化材の種類と、固化材の合計の添加量が同一の実施例と比較例（すなわち、実施例１と比較例１、実施例２と比較例２、実施例４と比較例３、実施例５と比較例４、実施例７と比較例５、実施例８と比較例６、および実施例１０と比較例７）を比較すると、すべての例において圧縮強さは、比較例より実施例の方が高い。
したがって、本発明のソイルセメントを製造する方法で製造したソイルセメントは強度がより高いため、従来のソイルセメントの製造方法で用いる固化材の添加量で、土砂をより多く利活用できる。また、従来のソイルセメントの製造方法において用いる固化材の添加量よりも少ない添加量で、同じ強度を得ることができる。
3. Evaluation of test results Examples and comparative examples in which the types of sample soil and solidifying material and the total amount of solidifying material added are the same (that is, Example 1 and Comparative Example 1, Example 2 and Comparative Example 2, and Example 4 and Comparative Example 3, Example 5 and Comparative Example 4, Example 7 and Comparative Example 5, Example 8 and Comparative Example 6, and Example 10 and Comparative Example 7), the compressive strength is , is higher in the example than in the comparative example.
Therefore, since the soil cement produced by the method for producing soil cement of the present invention has higher strength, it is possible to utilize more soil and sand with the amount of solidifying agent added in the conventional method for producing soil cement. In addition, the same strength can be obtained with a smaller addition amount of the solidifying material than that used in the conventional soil cement manufacturing method.
［１］（Ａ）土砂に固化材を１次添加して混合する、固化材の１次添加工程と、
（Ｂ）土砂と固化材の混合物の圧縮強さが０．２～１．２Ｎ／ｍｍ
２
になる仮置き養生の期間を経た後、該土砂と固化材の混合物を解砕する、混合物の養生・解砕工程と、
（Ｃ）解砕した混合物に、さらに固化材を２次添加する固化材の２次添加工程と、
を備える、ソイルセメントを製造する方法（ただし、前記固化材は、生石灰および主体が生石灰である固化材を除く。）。
［２］前記１次添加量が３０～３００ｋｇ／ｍ３、および前記２次添加量が５０～３００ｋｇ／ｍ３であり、かつ１次添加量と２次添加量の合計が８０～５００ｋｇ／ｍ３である、前記［１］に記載のソイルセメントを製造する方法。
［３］土砂が、細粒土、火山灰質粘性土、有機質土、高有機質土、および高粘性土から選ばれる１種以上である、前記［１］または［２］に記載のソイルセメントを製造する方法。
［４］下記（ａ）の場合は前記１次添加時に加水し、下記（ｂ）の場合は前記２次添加時に加水する、前記［１］～［３］のいずれかに記載のソイルセメントを製造する方法。
（ａ）土砂の粘性が高いため固化材の攪拌混合が困難、または不可能な場合
（ｂ）前記仮置養生した後の土砂と固化材の混合物の圧縮強さが、解砕時において０．５Ｎ／ｍｍ２以上の場合
［５］前記解砕した土砂と固化材の混合物の粒径が２００ｍｍ以下である、前記［１］～［４］のいずれかに記載のソイルセメントを製造する方法。
[1] (A) a primary addition step of a solidification material in which a solidification material is primarily added to and mixed with earth and sand;
(B) Crush the mixture of earth and sand and solidification material after a temporary curing period in which the compressive strength of the mixture of earth and sand and solidification material is 0.2 to 1.2 N / mm 2 Curing and crushing process,
(C) a secondary addition step of a solidifying material for secondary addition of a solidifying material to the crushed mixture ;
( provided that the solidifying material excludes quicklime and a solidifying material mainly composed of quicklime) .
[2] The primary addition amount is 30 to 300 kg/m 3 , the secondary addition amount is 50 to 300 kg/m 3 , and the total of the primary addition amount and the secondary addition amount is 80 to 500 kg/m 3 , the method for producing soil cement according to [ 1 ] above.
[3] The soil cement is one or more selected from fine-grained soil, volcanic cohesive soil, organic soil, highly organic soil, and highly cohesive soil, producing soil cement according to [1] or [ 2 ] above. how to.
[4] The soil cement according to any one of [ 1 ] to [ 3 ], wherein water is added during the primary addition in the case of (a) below, and water is added during the secondary addition in the case of (b) below. How to manufacture.
(a) When it is difficult or impossible to agitate and mix the solidification material due to the high viscosity of the soil. 5 N/mm 2 or more [5] The method for producing soil cement according to any one of [ 1 ] to [ 4 ], wherein the particle size of the mixture of the crushed earth and sand and the solidifying material is 200 mm or less.
［１］（Ａ）細粒土、火山灰質粘性土、有機質土、高有機質土、および高粘性土から選ばれる１種以上の土砂に固化材を１次添加して混合する、固化材の１次添加工程と、
（Ｂ）前記土砂と固化材の混合物の圧縮強さが０．４～１．２Ｎ／ｍｍ２になる仮置き養生の期間を経た後、該土砂と固化材の混合物を粒径が２００ｍｍ以下に解砕する、混合物の養生・解砕工程と、
（Ｃ）解砕した混合物に、さらに固化材を２次添加する固化材の２次添加工程と、
を備える、ソイルセメントを製造する方法（ただし、前記固化材は、生石灰および主体が生石灰である固化材を除く。）であって、
前記１次添加量が３０～３００ｋｇ／ｍ
３
、および前記２次添加量が８０～３００ｋｇ／ｍ
３
であり、かつ１次添加量と２次添加量の合計が１３０～５００ｋｇ／ｍ
３
であり、
下記（ａ）の場合は前記１次添加時に加水し、下記（ｂ）の場合は前記２次添加時に加水する、ソイルセメントを製造する方法。
（ａ）土砂の粘性が高いため固化材の攪拌混合が困難、または不可能な場合
（ｂ）前記仮置養生した後の土砂と固化材の混合物の圧縮強さが、解砕時において０．５Ｎ／ｍｍ
２
以上の場合
[1] (A) 1 of the solidifying material, which is firstly added to and mixed with one or more types of soil and sand selected from fine-grained soil, volcanic ash cohesive soil, organic soil, highly organic soil, and highly cohesive soil. a next addition step;
(B) After a temporary curing period in which the compressive strength of the mixture of the earth and sand and the solidification material is 0.4 to 1.2 N / mm 2 , the mixture of the earth and sand and the solidification material is reduced to a particle size of 200 mm or less. A curing and crushing step of the mixture to be crushed,
(C) a secondary addition step of a solidifying material for secondary addition of a solidifying material to the crushed mixture;
A method for producing soil cement (provided that the solidifying material excludes quicklime and a solidifying material mainly composed of quicklime) ,
The primary addition amount is 30 to 300 kg/m 3 , the secondary addition amount is 80 to 300 kg/m 3 , and the total of the primary addition amount and the secondary addition amount is 130 to 500 kg/m 3 . ,
A method for producing soil cement, wherein water is added during the primary addition in the case of (a) below, and water is added during the secondary addition in the case of (b) below.
(a) When it is difficult or impossible to stir and mix the solidifying material due to the high viscosity of the soil
(b) When the compressive strength of the mixture of soil and solidifying material after temporary curing is 0.5 N/mm 2 or more at the time of crushing
Claims (7)
（ａ）土砂の粘性が高いため固化材の攪拌混合が困難または不可能な場合
（ｂ）前記仮置養生した後の土砂と固化材の混合物の圧縮強さが、解砕時において０．５Ｎ／ｍｍ２以上の場合 The method for producing soil cement according to any one of claims 2 to 4, wherein water is added during the primary addition in the case of (a) below, and water is added during the secondary addition in the case of (b) below.
(a) When it is difficult or impossible to stir and mix the solidification material due to the high viscosity of the soil (b) The compressive strength of the mixture of the soil and the solidification material after the temporary curing is 0.5 N at the time of crushing / mm2 or more
The method for producing soil cement according to any one of claims 2 to 6, wherein the mixture of crushed earth and sand and solidifying material has a particle size of 200 mm or less.
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