JP2552984B2 - Subsea casting method of cementitious mixture containing fly ash - Google Patents
Subsea casting method of cementitious mixture containing fly ashInfo
- Publication number
- JP2552984B2 JP2552984B2 JP13909992A JP13909992A JP2552984B2 JP 2552984 B2 JP2552984 B2 JP 2552984B2 JP 13909992 A JP13909992 A JP 13909992A JP 13909992 A JP13909992 A JP 13909992A JP 2552984 B2 JP2552984 B2 JP 2552984B2
- Authority
- JP
- Japan
- Prior art keywords
- cementitious mixture
- fly ash
- sea
- slurry
- mixture containing
- 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 - Lifetime
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
- C04B28/18—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 mixtures of the silica-lime type
-
- 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)
- Underground Or Underwater Handling Of Building Materials (AREA)
- Processing Of Solid Wastes (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、火力発電所から回収さ
れるフライアッシュ等の廃棄物を主成分とするセメント
質混合物を海中工事の打設材料として使用する方法に関
する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of using a cementitious mixture composed mainly of waste such as fly ash recovered from a thermal power plant as a casting material for undersea construction.
【0002】[0002]
【従来の技術】従来、火力発電所で発生する排煙中の有
害成分とフライアッシュとを回収し、これに石灰または
石灰石を含む懸濁液を混合してセメント質混合物とし、
これを建築用充填物、レンガ等の建築材料、或いは道路
基礎材料に利用することは提案されている(特公昭57
−10057号公報)。2. Description of the Related Art Conventionally, harmful components and flue ash in flue gas generated in a thermal power plant are recovered, and a suspension containing lime or limestone is mixed therewith to form a cementitious mixture.
It has been proposed to use this as a building material such as a building filler, a brick, or a road base material (Japanese Patent Publication No.
-10057).
【0003】[0003]
【発明が解決しようとする課題】上記提案により得られ
るセメント質混合物はアルカリ性で有害物質の溶出もな
く、粉状で化学反応により固化する性質と固化して不透
水性になる性質を有しており、この混合物を例えば道路
の基礎材料として使用する場合、重量機械により散布さ
れた該混合物を転圧することにより不透水性路盤が構成
される。このセメント質混合物は、産業廃棄物であり、
できるだけ多くの用途に利用できれば廃棄物がリサイク
ルして資源の有効利用度が高まって好ましいが、現在は
建設材料として粒状状態で使用することしか行なわれて
いない。該セメント質混合物の固化する性質が海中に於
いても発揮されるならば、海上構造物の工事材料として
の用途が広がり、廃棄物の有効利用を拡大できる。The cementitious mixture obtained by the above proposal is alkaline, does not elute harmful substances, has a property of being powdery and solidifying by a chemical reaction, and a property of solidifying to be impermeable. When this mixture is used as a base material for roads, for example, a water-impermeable roadbed is constructed by rolling the mixture spread by a heavy machine. This cementitious mixture is industrial waste,
If it can be used for as many purposes as possible, it is preferable because the waste is recycled to increase the effective utilization of resources, but at present, it is only used in a granular state as a construction material. If the solidifying property of the cementitious mixture is exerted even in the sea, the use as a construction material for offshore structures will be expanded, and the effective use of waste can be expanded.
【0004】本発明は、上記セメント質混合物を海中に
打設して建設材料として利用する方法を提案することを
目的とするものである。An object of the present invention is to propose a method of casting the above cementitious mixture in the sea and using it as a construction material.
【0005】[0005]
【課題を解決するための手段】本発明は上記の目的を達
成するために、水性懸濁液に30〜90重量%の固形物
を含有し該固形物が0.25ないし70重量%のアルカ
リ土類金属水酸化物と、10ないし99.5重量%のフ
ライアッシュ及び0.25ないし70重量%のアルカリ
土類金属亜硫酸塩(この亜硫酸塩の一部はアルカリ土類
金属硫酸塩である)から成るセメント質混合物に、海水
を混合してスラリーとし、このスラリーを海中に打設す
るようにした。該スラリー中にセメントを混入するよう
にしてもよい。In order to achieve the above-mentioned object, the present invention comprises an aqueous suspension containing 30 to 90% by weight of a solid content, wherein the solid content is 0.25 to 70% by weight. Earth metal hydroxide and 10 to 99.5% by weight fly ash and 0.25 to 70% by weight alkaline earth metal sulfite (part of this sulfite is alkaline earth metal sulfate) Seawater was mixed with the cementitious mixture consisting of to form a slurry, and the slurry was cast in the sea. Cement may be mixed in the slurry.
【0006】[0006]
【作用】製造プラントにより製造された上記セメント質
混合物はアルカリ性を有する粒状体であり、これに海水
を混ぜて適当なフロー値に調整するとポンプ輸送が可能
なスラリー状になり、これを海中に設けた枠内に打設す
ると日数の経過と共に海水中で固化し、側圧に耐えられ
るような固体物になる。該固体物の強度はコンクリート
を海中に打設した場合よりも低いが、土砂よりも固体強
度があり、コンクリートよりも安価で廃棄物を利用でき
る利点がある。The above cementitious mixture produced by the production plant is a granular material having alkalinity, and when it is mixed with seawater to adjust the flow value to an appropriate value, it becomes a slurry form that can be pumped, and is provided in the sea. When placed in a frame, it solidifies in seawater over the course of days and becomes a solid material that can withstand lateral pressure. Although the strength of the solid matter is lower than that when concrete is cast in the sea, it has a solid strength higher than that of earth and sand and is advantageous in that waste can be used at a lower cost than concrete.
【0007】[0007]
【実施例】火力発電所の排出ガスを石灰石スラリー中に
導いて亜硫酸カルシウムと硫酸カルシウムを含むスラリ
ーを得、これにボイラー排出ガスと共に排出されるフラ
イアッシュを添加した後これの水分を調整し、石灰を混
入してセメント質混合物を得る。その組成の一例は次の
通りである。 水 20% CaSO3・1/2H2O+CaSO4・2H2O 25% 未反応石灰石(CaCO3) 12% フライアッシュ 40% 消石灰(Ca(OH)2) 3% このセメント質混合物は細かい粒状であるがこれを海水
で混練してスラリー状にし、海中に打設すると、該スラ
リーは海水中で固化し、コンクリートよりも強度がない
が側圧に耐える固体物になり、例えば橋脚ケーソンを施
工するための締切り工事の工事材として利用できる。EXAMPLE The exhaust gas of a thermal power plant is introduced into a limestone slurry to obtain a slurry containing calcium sulfite and calcium sulfate, and fly ash discharged together with the boiler exhaust gas is added thereto, and then the water content thereof is adjusted. The cementitious mixture is obtained by mixing lime. An example of the composition is as follows. Water 20% CaSO 3 1 / 2H 2 O + CaSO 4 2H 2 O 25% Unreacted limestone (CaCO 3 ) 12% Fly ash 40% Slaked lime (Ca (OH) 2 ) 3% This cementitious mixture is finely granular. Is kneaded with seawater to form a slurry, and when placed in the sea, the slurry solidifies in seawater and becomes a solid material that has less strength than concrete but withstands lateral pressure, for example, for constructing a pier caisson. It can be used as a construction material for deadline construction.
【0008】本発明の方法の具体的実施例を説明すると
次の通りである。セメント質混合物として、火力発電所
のフライアッシュの乾燥重量比100に対してCaSO3・1
/2H2O+CaSO4・2H2O、未反応石灰石(CaCO3)及び消石
灰を合計重量で4〜20混合したものを原料として使用
した。このセメント質混合物は比重が約2.3で、これ
に海水を加えて攪拌混練し、フロー値が200mmのス
ラリーを得た。このスラリーを図1及び図2に示すよう
なケーソン施工海域を締切るための2列の鋼矢板1、2
の間の海中3に打設を試みた。スラリーは海中で固化し
次第にその強度を増して約10kgf/cm2の強度を持つに
至り、コンクリートよりも強度は低いが土砂よりも強度
の大きい固体物になった。内側の鋼矢板2で囲まれた領
域4は、ケーソンの施工のために排水されるが、このと
き周囲の海水の力で鋼矢板が内方へ倒れる危険を防止す
るために内外の鋼矢板1、2の間に側圧に耐える固体物
を充填しなければならなず、この充填物としてコンクリ
ートを使用すると高価になり、土砂では側圧に耐えられ
ない。フライアッシュ100に対する消石灰の量は、2
〜7.5であることが適当であった。また、スラリーの
フロー値を250mm以上に調整すると、海水中で強度
が不足し、フロー値を180mm以下に調整すると海中
でのスラリーの流動性が不足して完成した固体物の強度
が部分的にバラツキを生じて好ましくない。上記成分範
囲のスラリーが海中で28日間経過して出来た固体物
は、一軸圧縮強度が約6〜12kgf/cm2になり、この強
度は土砂よりも大きく、固体物の厚さが或る程度あれば
鋼矢板が海水圧で倒れる危険を防止できる。この強度は
上記成分範囲のスラリーを気中で固化した場合よりも約
20%低い。A specific example of the method of the present invention will be described below. As cementitious mixture, CaSO 3 · 1 with respect to dry weight ratio of 100 of the fly ash of thermal power stations
/ 2H 2 O + CaSO 4 · 2H 2 O, a material obtained by 4-20 mixed unreacted limestone (CaCO 3) and slaked lime with a total weight was used as a raw material. This cementitious mixture had a specific gravity of about 2.3, seawater was added thereto, and the mixture was stirred and kneaded to obtain a slurry having a flow value of 200 mm. Two rows of steel sheet piles 1 and 2 for cutting off the caisson construction area as shown in FIGS.
Attempted to place 3 in the sea. The slurry solidified in the sea and gradually increased in strength to reach a strength of about 10 kgf / cm 2 , becoming a solid material having a strength lower than that of concrete but higher than that of earth and sand. The area 4 surrounded by the inner steel sheet pile 2 is drained for construction of the caisson, but at this time, in order to prevent the steel sheet pile from falling inside due to the force of the surrounding sea water, the inner and outer steel sheet piles 1 Between the two, a solid material that can withstand lateral pressure must be filled, and using concrete as the filling material is expensive, and earth and sand cannot withstand lateral pressure. The amount of slaked lime based on 100 fly ash is 2
It was suitable to be ~ 7.5. Moreover, when the flow value of the slurry is adjusted to 250 mm or more, the strength in seawater is insufficient, and when the flow value is adjusted to 180 mm or less, the fluidity of the slurry in the sea is insufficient and the strength of the completed solid is partially reduced. It is not preferable because it causes variations. The solids produced by the slurry of the above component range in the sea for 28 days have a uniaxial compressive strength of about 6 to 12 kgf / cm 2 , which is greater than earth and sand, and the thickness of the solids is to some extent. If so, it is possible to prevent the steel sheet pile from falling down due to seawater pressure. This strength is about 20% lower than when the slurry in the above component range is solidified in air.
【0009】上記原料に更にセメントをフライアッシュ
100の乾燥重量比に対し3〜8の割合で混合してもよ
く、この場合、フロー値が小さくセメントの割合が多い
方が一軸圧縮強度が大きくなり、その強度は10〜34
kgf/cm2と大きくなった。しかし、セメントを使用する
分、工事材料として高価になる。上記の工事の例では、
鋼矢板1、2の間隔を8mにすれば、約55m四方の海
面を締切って海面下10mの位置でケーソンの施工工事
を安全に行なえる。Cement may be further mixed with the above raw material at a ratio of 3 to 8 with respect to the dry weight ratio of fly ash 100. In this case, the uniaxial compressive strength increases as the flow value decreases and the ratio of cement increases. , Its strength is 10-34
It became as large as kgf / cm 2 . However, since cement is used, it is expensive as a construction material. In the construction example above,
If the distance between the steel sheet piles 1 and 2 is set to 8 m, the caisson construction work can be safely carried out at a position 10 m below the sea surface by closing the sea surface of about 55 m square.
【0010】[0010]
【発明の効果】以上のように本発明によれば、水性懸濁
液に30〜90重量%の固形物を含有し該固形物が0.
25ないし70重量%のアルカリ土類金属水酸化物と、
10ないし99.5重量%のフライアッシュ及び0.2
5ないし70重量%のアルカリ土類金属亜硫酸塩(この
亜硫酸塩の一部はアルカリ土類金属硫酸塩である)から
成るセメント質混合物を、海水で混練してスラリーとし
たので、海中に打設することが可能になり、産業廃棄物
である該セメント質混合物を海中工事の材料として有効
利用の用途が広がる等の効果がある。As described above, according to the present invention, the aqueous suspension contains 30 to 90% by weight of a solid matter, and the solid matter is less than 0.1%.
25 to 70% by weight of alkaline earth metal hydroxide,
10 to 99.5% by weight fly ash and 0.2
A cementitious mixture of 5 to 70% by weight of alkaline earth metal sulfite (a part of this sulfite is alkaline earth metal sulfate) was kneaded with seawater to form a slurry, which was then poured into the sea. This makes it possible to effectively use the cementitious mixture, which is industrial waste, as a material for undersea construction.
【図1】 本発明の実施例の平面図FIG. 1 is a plan view of an embodiment of the present invention.
【図2】 図1の截断側面図2 is a cutaway side view of FIG.
───────────────────────────────────────────────────── 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 E02D 15/06 B09B 3/00 301S ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Office reference number FI technical display location E02D 15/06 B09B 3/00 301S
Claims (3)
を含有し該固形物が0.25ないし70重量%のアルカ
リ土類金属水酸化物と、10ないし99.5重量%のフ
ライアッシュ及び0.25ないし70重量%のアルカリ
土類金属亜硫酸塩(この亜硫酸塩の一部はアルカリ土類
金属硫酸塩である)から成るセメント質混合物に、海水
を混合してスラリーとし、このスラリーを海中に打設す
ることを特徴とするフライアッシュを含むセメント質混
合物の海中打設方法。1. An aqueous suspension containing 30 to 90% by weight of solids, wherein the solids are 0.25 to 70% by weight of alkaline earth metal hydroxide and 10 to 99.5% by weight. a cementitious mixture comprising a fly ash and 0.25 to 70 wt% of an alkaline earth metal sulfites (part of the sulphite salt is an alkaline earth <br/> gold Shoku硫 salt), mixed seawater A method for casting a cementitious mixture containing fly ash in the sea, which is characterized in that the slurry is poured into the sea.
0mmとすることを特徴とする請求項1に記載のフライ
アッシュを含むセメント質混合物の海中打設方法。2. The flow value of the slurry is 180 to 25.
The method of placing a cementitious mixture containing fly ash in the sea according to claim 1, wherein the method is 0 mm.
%以下のセメントを混入し、これを海水で混練してスラ
リーとし、これを海中に打設することを特徴とする請求
項1に記載のフライアッシュを含むセメント質混合物の
海中打設方法。3. A dry weight of 10 to the cementitious mixture.
% Or less cement is mixed, this is kneaded with seawater to make a slurry, and this is cast in the sea, and the cementitious mixture containing fly ash according to claim 1 is cast in the sea.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13909992A JP2552984B2 (en) | 1992-05-29 | 1992-05-29 | Subsea casting method of cementitious mixture containing fly ash |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13909992A JP2552984B2 (en) | 1992-05-29 | 1992-05-29 | Subsea casting method of cementitious mixture containing fly ash |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05330868A JPH05330868A (en) | 1993-12-14 |
| JP2552984B2 true JP2552984B2 (en) | 1996-11-13 |
Family
ID=15237468
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13909992A Expired - Lifetime JP2552984B2 (en) | 1992-05-29 | 1992-05-29 | Subsea casting method of cementitious mixture containing fly ash |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2552984B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005320190A (en) * | 2004-05-07 | 2005-11-17 | Hosooka Bio Hightech Kenkyusho:Kk | cement |
-
1992
- 1992-05-29 JP JP13909992A patent/JP2552984B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH05330868A (en) | 1993-12-14 |
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