JP4608137B2 - Water-proof high-strength roadbed material and soil covering material using granulated blast furnace slag - Google Patents
Water-proof high-strength roadbed material and soil covering material using granulated blast furnace slag Download PDFInfo
- Publication number
- JP4608137B2 JP4608137B2 JP2001193364A JP2001193364A JP4608137B2 JP 4608137 B2 JP4608137 B2 JP 4608137B2 JP 2001193364 A JP2001193364 A JP 2001193364A JP 2001193364 A JP2001193364 A JP 2001193364A JP 4608137 B2 JP4608137 B2 JP 4608137B2
- Authority
- JP
- Japan
- Prior art keywords
- blast furnace
- water
- soil covering
- mass
- furnace slag
- 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
-
- 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00241—Physical properties of the materials not provided for elsewhere in C04B2111/00
- C04B2111/00284—Materials permeable to liquids
-
- 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
-
- 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
- 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)
- Road Paving Structures (AREA)
- Processing Of Solid Wastes (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
【0001】
【発明の属する技術分野】
この発明は、路盤材および覆土材に関し、特に高炉水砕スラグの有効利用を図る技術に関するものである。
【0002】
【従来の技術】
高炉水砕スラグは、高炉で生成された溶融スラグを圧力水によって急冷し粒状化したものであり、天然土砂に比べ間隙が大きく、透水係数が100〜10-1cm/sと透水性が高いことで知られている。また、水分が供給されることで高炉水砕スラグのガラス質が溶解(膨潤)し再結晶化する性質(潜在水硬性)がある。従ってこれらの性質を利用して、従来より盛土の排水層や覆土、道路の路床などに利用されている。
【0003】
特開平7-144954号公報には、この高炉水砕スラグの性質を利用して、高炉水砕スラグ及び天然砕石、アルカリ刺激剤を混合することで、経年時にも透水性を損なわず強固な路盤を形成する方法が示されている。
【0004】
【発明が解決しようとする課題】
ところが、高炉水砕スラグはこのような性質を持つために、逆に遮水性が必要となる場所、例えば貯水池・産業廃棄物処分場などの路盤あるいは覆土にはそのままでは利用出来ない欠点があった。
【0005】
本発明は、上記の課題を解決するもので、遮水、および高強度化が必要な場所にも適用が可能な高炉水砕スラグを用いた路盤材あるいは覆土材を提供することを目的とする。
【0006】
【課題を解決するための手段】
上記の目的を達成するために、本発明の炉盤材及び覆土材は、舗装構造の路盤、および貯水池などの覆土部分を形成するための材料であり、高炉水砕スラグの間隙をセメントにて目詰めし、かつ結合させることにより、遮水性および高強度を発揮させることを特徴とするものであって、その内容は以下のとおりである。
(1)高炉水砕スラグ59〜67質量%、セメント18〜27質量%及び水14〜15質量%を混合してなることを特徴とする高炉水砕スラグを用いた遮水性高強度路盤材。
(2)高炉水砕スラグ59〜67質量%、セメント18〜27質量%及び水14〜15質量%を混合してなることを特徴とする高炉水砕スラグを用いた遮水性高強度覆土材。
【0007】
前記高炉水砕スラグは、高炉で生成された溶融スラグを圧力水によって急冷し粒状化したものであり、溶融スラグ温度、冷却水量及び水圧等により物理的特性に多少の変動があるが、どのようなものを用いてもよい。
高炉水砕スラグは、少な過ぎるとコスト的に見合わなくなり、多すぎると遮水性が低下するため、含有量は、59〜67質量%が望ましい。
【0008】
また前記セメントとは、高炉水砕スラグの間隙を目詰し、かつ結合するための材料であり、例えば、普通ポルトランド、高炉セメントB種、高炉セメントC種などがある。
セメントは、少なすぎると遮水性が悪化し、また多すぎるとコスト高となることから、含有量は、18〜27質量%が望ましい。
【0009】
前記の水については、後述する混合材が最適含水比となるように加味するため、高炉水砕スラグの自然含水比によってその量を変化させる。
水は、少なすぎると水和反応が不充分で、十分な密度が確保できなくなり、また多すぎると粒子同士の接触が不充分で結合し難く固化し難くなるので、含有量は、14〜15質量%が望ましい。
【0010】
【実施例】
高炉水砕スラグ67重量%(以下、単に%と記す)、高炉セメントB種18%を混合プラントにて混合し、これに更に水15%を加えた上で再び練り混ぜ、配合例1を得た。また、高炉水砕スラグ59%、高炉セメントB種27%を混合プラントにて混合し、これに更に水14%を加えた上で再び練り混ぜ、配合例2を得た。
【0011】
こうして得られた混合材に関して、搗き固め試験(JIS A 1210)、透水試験(定水位)、及び1軸圧縮試験を実施した。すなわち透水試験としては、JIS A 1218に準拠し、配合例1及び2の混合材各々2,096gを内径10.0cm、長さ12.7cm、体積1,000cm3の容器に入れ、2.5kgのランマーを用いて落下高さ30cm、25回/3層にて搗き固めた供試体を作成し、この試料の上下より水道水に水浸させることにより行った。また1軸圧縮試験としては、JIS A 5015に準拠した方法により締め固め度95%の場合において材令7日、28日における値を測定した。以上の試験結果を表1に示す。
【表1】
配合例1及び2とも、材令28日の1軸圧縮強度は20.0N/mm2以上となり、一般のコンクリートと同等以上の強度を示した。また材令28日の透水係数は一般的な遮水材料が示す10-6cm/sを下回っており、十分な遮水性を発揮することを示した。これらの配合例の混合材は、優れた強度及び遮水特性を示し、高強度、あるいは遮水が必要な路盤および覆土材としての適性を十分に持ち合わせていることがわかる。
【0012】
【発明の効果】
本発明によれば、高炉水砕スラグの間隙をセメントにて目詰し、かつ結合することにより、遮水性及び高強度を発揮させ得る路盤材および覆土材とすることができる。[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a roadbed material and a soil covering material, and more particularly to a technique for effectively using blast furnace granulated slag.
[0002]
[Prior art]
Granulated blast furnace slag is obtained by rapidly cooling and granulating molten slag produced in a blast furnace with pressure water, and has a larger gap than natural earth and sand, and a permeability of 10 0 to 10 -1 cm / s. Known for being expensive. Moreover, there is a property (latent hydraulic property) that the glassy material of granulated blast furnace slag is dissolved (swelled) and recrystallized by supplying water. Therefore, by utilizing these properties, it has been conventionally used for embankment drainage layer, covering soil, road bed and the like.
[0003]
Japanese Patent Application Laid-Open No. 7-144954 uses a property of this granulated blast furnace slag and mixes granulated blast furnace slag, natural crushed stone, and alkali stimulant, so that it does not impair water permeability even over time. The method of forming is shown.
[0004]
[Problems to be solved by the invention]
However, since blast furnace granulated slag has such properties, it has the disadvantage that it cannot be used as it is in places where water shielding is necessary, such as roadbeds or cover soils such as reservoirs and industrial waste disposal sites. .
[0005]
The present invention solves the above-described problems, and an object thereof is to provide a roadbed material or a soil covering material using blast furnace granulated slag that can be applied to places where water shielding and high strength are required. .
[0006]
[Means for Solving the Problems]
In order to achieve the above object, the hearth material and the covering material of the present invention are materials for forming a covering portion such as a roadbed of a pavement structure and a reservoir, and the gap of the blast furnace granulated slag is made of cement. It is characterized by exhibiting water shielding and high strength by clogging and bonding, and the contents thereof are as follows.
(1) A water-impervious high strength roadbed material using blast furnace granulated slag, comprising 59 to 67 mass% of blast furnace granulated slag, 18 to 27 mass% of cement, and 14 to 15 mass% of water.
(2) A water-insulating and high-strength soil covering material using blast furnace granulated slag, comprising 59 to 67 mass% of blast furnace granulated slag, 18 to 27 mass% of cement, and 14 to 15 mass% of water.
[0007]
The granulated blast furnace slag is obtained by rapidly cooling and granulating the molten slag produced in the blast furnace with pressure water, and there are some fluctuations in physical characteristics depending on the molten slag temperature, the amount of cooling water, the water pressure, etc. You may use anything.
If the amount of granulated blast furnace slag is too small, it will not be commensurate with cost, and if it is too large, the water shielding property will be lowered. Therefore, the content is desirably 59 to 67% by mass.
[0008]
The cement is a material for clogging and bonding the gaps in the granulated blast furnace slag, and examples thereof include ordinary Portland, blast furnace cement type B, and blast furnace cement type C.
If the amount of the cement is too small, the water shielding property is deteriorated. If the amount of the cement is too large, the cost is increased. Therefore, the content is desirably 18 to 27% by mass.
[0009]
About the said water, in order to add so that the mixed material mentioned later may become the optimal moisture content, the quantity is changed with the natural moisture content of blast furnace granulated slag.
If the amount of water is too small, the hydration reaction is insufficient and a sufficient density cannot be secured. If the amount is too large, the particles are not sufficiently contacted with each other and are difficult to bind and harden, so the content is 14-15. The mass% is desirable.
[0010]
【Example】
Blast furnace granulated slag 67% by weight (hereinafter referred to simply as%) and blast furnace cement B type 18% were mixed in a mixing plant, and after further adding 15% water, they were kneaded again to obtain Formulation Example 1. It was. Further, 59% of granulated blast furnace slag and 27% of blast furnace cement type B 27% were mixed in a mixing plant, and 14% of water was further added thereto, and then kneaded again to obtain Formulation Example 2.
[0011]
The mixed material thus obtained was subjected to a compaction test (JIS A 1210), a water permeability test (constant water level), and a uniaxial compression test. That is, as a water permeability test, in accordance with JIS A 1218, 2,096 g of each of the mixed materials of Formulation Examples 1 and 2 was placed in a container having an inner diameter of 10.0 cm, a length of 12.7 cm, and a volume of 1,000 cm 3 , and 2.5 kg. A test specimen was prepared by using 30 mm of the faller and dropped to a height of 30 cm and 25 times / 3 layers, and immersed in tap water from above and below the sample. Moreover, as a uniaxial compression test, the values on the 7th and 28th days of the age were measured in the case of a compaction degree of 95% by a method based on JIS A 5015. The test results are shown in Table 1.
[Table 1]
In both Formulation Examples 1 and 2, the uniaxial compressive strength on the 28th day of material age was 20.0 N / mm 2 or more, which was equal to or higher than that of general concrete. Further, the permeability coefficient on the 28th of the material age was lower than 10 −6 cm / s indicated by a general water shielding material, indicating that it exhibited sufficient water shielding properties. It can be seen that the mixed materials of these blending examples exhibit excellent strength and water shielding properties, and have sufficient strength as roadbed and soil covering materials that require high strength or water shielding.
[0012]
【The invention's effect】
ADVANTAGE OF THE INVENTION According to this invention, it can be set as the roadbed material and soil covering material which can exhibit water-imperviousness and high intensity | strength by clogging the gap | interval of granulated blast furnace slag with cement, and couple | bonding together.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001193364A JP4608137B2 (en) | 2001-06-26 | 2001-06-26 | Water-proof high-strength roadbed material and soil covering material using granulated blast furnace slag |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001193364A JP4608137B2 (en) | 2001-06-26 | 2001-06-26 | Water-proof high-strength roadbed material and soil covering material using granulated blast furnace slag |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2003012363A JP2003012363A (en) | 2003-01-15 |
| JP4608137B2 true JP4608137B2 (en) | 2011-01-05 |
Family
ID=19031667
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2001193364A Expired - Fee Related JP4608137B2 (en) | 2001-06-26 | 2001-06-26 | Water-proof high-strength roadbed material and soil covering material using granulated blast furnace slag |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP4608137B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4942433B2 (en) * | 2006-09-13 | 2012-05-30 | テイカ株式会社 | Roadbed material using neutralization ridge and method for producing the same |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5678460A (en) * | 1979-11-22 | 1981-06-27 | Shimoda Gijutsu Kenkyusho Kk | Method of hardening waterrgranulated slag and method of constructing enhanced road bed |
| JPS62116686A (en) * | 1985-11-12 | 1987-05-28 | Kobe Steel Ltd | Production of banking material having high strength |
| JP2578689B2 (en) * | 1990-11-22 | 1997-02-05 | 住友金属工業株式会社 | Early-hardened subgrade material |
| JP4060497B2 (en) * | 1999-09-22 | 2008-03-12 | 太平工業株式会社 | Roadbed material and roadbed structure with excellent strength and water permeability |
| JP2001220200A (en) * | 2000-02-08 | 2001-08-14 | Taiheiyo Cement Corp | Water barrier material |
-
2001
- 2001-06-26 JP JP2001193364A patent/JP4608137B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP2003012363A (en) | 2003-01-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Yoobanpot et al. | Sustainable reuse of dredged sediments as pavement materials by cement and fly ash stabilization | |
| Tran et al. | Improved mechanical and microstructure of cement-stabilized lateritic soil using recycled materials replacement and natural rubber latex for pavement applications | |
| Eren et al. | Comparing the conventional soil stabilization methods to the consolid system used as an alternative admixture matter in Isparta Darıdere material | |
| Sekhar et al. | Influence of granulated blast furnace slag and cement on the strength properties of lithomargic clay | |
| JP2011038104A (en) | Chemical agent for improving engineering properties of soil | |
| Al-Refeai et al. | Experimental study on the utilization of cement kiln dust for ground modification | |
| Wong et al. | Comparative measurement of compaction impact of clay stabilized with cement, peat ash and silica sand | |
| Oluremi et al. | Stabilization potential of cement kiln dust treated lateritic soil | |
| Gupta et al. | Variables controlling strength of lime stabilized jarosite waste | |
| Ray et al. | An experimental study on fly ash with lime and gypsum for quality improvement in pavement subgrade materials | |
| Chethan et al. | Effect of flash flood and weather changes on unconfined compressive strength of cement-and fly ash-stabilized black cotton soil used as road materials | |
| Varma et al. | Impact of delayed compaction on the geoengineering properties of stabilised pond ash | |
| Karmakar et al. | Utilization of coalmine overburden-furnace slag and fly ash mixed cement-treated subbase/base course material for sustainable flexible pavements: Mechanical performance and environmental impact | |
| Eissa et al. | Nano-modified cementitious binders reinforced with basalt fiber/polymer pellets as a stabilizer for weak soils | |
| JP4608137B2 (en) | Water-proof high-strength roadbed material and soil covering material using granulated blast furnace slag | |
| Sun et al. | Feasibility of using three solid wastes/byproducts to produce pumpable materials for land reclamation | |
| JP6468031B2 (en) | Method for producing modified soil | |
| JP3429723B2 (en) | Permeable solid and method for producing the same | |
| JP3208537B2 (en) | Grain preparation and stabilization method using solidified cement made from sewage sludge incineration ash | |
| Mohialdeen et al. | Utilization of mosul city demolition waste to improve some soil engineering properties | |
| JP3636767B2 (en) | Solidification method of Otani stone chips | |
| JP2890389B2 (en) | Filler and manufacturing method thereof | |
| Ishola et al. | Application of mango leaf waste ash in the compacted lateritic soil pavement construction | |
| MAHMUD | Effect of Ceramic Waste on Geotechnical Properties of Cement Stabilized Clay Soil | |
| JP7804033B1 (en) | Hydraulic composition for ground paving and paving method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20070903 |
|
| A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20100115 |
|
| A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20100713 |
|
| A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20100906 |
|
| TRDD | Decision of grant or rejection written | ||
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20100928 |
|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 |
|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20101008 |
|
| R151 | Written notification of patent or utility model registration |
Ref document number: 4608137 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R151 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20131015 Year of fee payment: 3 |
|
| S533 | Written request for registration of change of name |
Free format text: JAPANESE INTERMEDIATE CODE: R313533 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20131015 Year of fee payment: 3 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| S533 | Written request for registration of change of name |
Free format text: JAPANESE INTERMEDIATE CODE: R313533 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| LAPS | Cancellation because of no payment of annual fees |