JP2005125135A - Method for improving byproduct slaked lime - Google Patents

Method for improving byproduct slaked lime Download PDF

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JP2005125135A
JP2005125135A JP2003360265A JP2003360265A JP2005125135A JP 2005125135 A JP2005125135 A JP 2005125135A JP 2003360265 A JP2003360265 A JP 2003360265A JP 2003360265 A JP2003360265 A JP 2003360265A JP 2005125135 A JP2005125135 A JP 2005125135A
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slaked lime
product
blast furnace
improved
carbide
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Mitsuteru Sumida
光輝 炭田
Jun Mitsumoto
純 光本
Kazuyoshi Tanigawa
一義 谷川
Terufumi Kondo
赫文 近藤
Noboru Furuichi
登 古市
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NIPPON KAISUI KAKO KK
Obayashi Corp
Eco Techno Corp
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NIPPON KAISUI KAKO KK
Obayashi Corp
Eco Techno Corp
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P40/00Technologies relating to the processing of minerals
    • Y02P40/10Production of cement, e.g. improving or optimising the production methods; Cement grinding
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

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Abstract

<P>PROBLEM TO BE SOLVED: To improve carbide slag so as to have sufficient strength without exerting an adverse effect on environment. <P>SOLUTION: In this improving method of byproduct slaked lime, the carbide slag being byproduct slaked lime and blast furnace slag are mixed first to obtain a mixture (step 101) and this mixture is subsequently solidified by hydration reaction to manufacture an improved object (step 102). By these steps, the carbide slag is cured by the latent hydraulicity of the blast furnace slag to be modified to the improved object having sufficient strength. Next, the cured improved body is aerially aged to be carbonated (step 103). This aerial ageing may be performed, for example, by outdoor air-drying. Next, the neutralized improved body is utilized as civil engineering material variously used as a landfilling material, a banking material, a back-filling material, a refilling material and the like (step 104). <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、主としてカーバイドを原料としてアセチレンを製造するときに副産物として生成される副産消石灰の改良方法に関する。   The present invention relates to a method for improving by-product slaked lime produced as a by-product when acetylene is produced mainly from carbide.

アセチレンは、従前から採鉱の坑内照明などに利用されてきたほか、最近ではこれを出発原料として合成香料が製造されるなど、その用途は広い。かかるアセチレンは、 カーバイド(CaC2)を水と化学反応させる方法や、メタンや石油系の炭化水素を高温で熱分解する方法で製造されるが、前者の方法でアセチレンを製造する場合、カーバイド滓とよばれる副産物が生成される。 Acetylene has been used for mining underground lighting for some time, and recently, synthetic fragrances are produced using this as a starting material, and its application is wide. Such acetylene is produced by a method in which carbide (CaC 2 ) is chemically reacted with water or a method in which methane and petroleum hydrocarbons are thermally decomposed at a high temperature. However, when acetylene is produced by the former method, A by-product called is produced.

カーバイド滓は、水酸化カルシウム、すなわち消石灰を主成分とするため、副産消石灰とも呼ばれており、肥料の原料として利用できるものの、コストの関係で産業廃棄物として廃棄処分せねばならないことが多いのが現状であり、廃棄物処分場の減少に伴い、副産消石灰の処分も困難となっている。   Carbide cake is also called by-product slaked lime because it is mainly composed of calcium hydroxide, that is, slaked lime, and can be used as a raw material for fertilizer, but it often has to be disposed of as industrial waste due to cost. However, with the decrease in waste disposal sites, disposal of by-product slaked lime has become difficult.

一方、カーバイド滓は、湿式でアセチレンを製造した場合、相当量の水を含むスラリー状となるため、カーバイド滓をそのまま盛土材や埋立材として再利用しようとしても、含水比が高いためにトラフィカビリティが悪く、土地造成が困難である。   On the other hand, carbide slag is a slurry containing a considerable amount of water when acetylene is produced by a wet process. Therefore, even if carbide sardine is reused as a fill material or landfill as it is, the water content ratio is high. The land development is difficult.

そのため、カーバイド滓にセメントを添加して強度を向上させることにより、土地造成材として再利用を図る技術開発がなされてきた。   For this reason, technology has been developed for reuse as a land preparation material by adding cement to carbide slag to improve strength.

特開2003-062598JP2003-062598

しかしながら、セメントの添加はいうまでもなくpH増加を招き、環境に悪影響を及ぼすのみならず、セメント添加量を増加させても十分な強度が得られないという問題も生じており、カーバイド滓をセメントで硬化ないしは固化させて土地造成材として有効利用するには、その適用範囲等においておのずと限度があった。   However, the addition of cement, of course, causes an increase in pH, which not only adversely affects the environment, but there is also a problem that sufficient strength cannot be obtained even if the amount of cement added is increased. In order to effectively harden or solidify and use it as a land preparation material, there was a natural limit in its scope of application.

本発明は、上述した事情を考慮してなされたもので、環境に悪影響を及ぼすことなくしかも十分な強度でカーバイド滓を改良することが可能な副産消石灰の改良方法を提供することを目的とする。   The present invention has been made in consideration of the above-described circumstances, and an object thereof is to provide a method for improving by-product slaked lime that can improve carbide straw with sufficient strength without adversely affecting the environment. To do.

上記目的を達成するため、本発明に係る副産消石灰の改良方法は請求項1に記載したように、副産消石灰と高炉スラグとを含水状態となるように混合して混合体とし、該混合体を水和反応で固化させることによって前記混合体の改良体を製造するものである。   In order to achieve the above object, the by-product slaked lime improving method according to the present invention, as described in claim 1, mixes by-product slaked lime and blast furnace slag so as to be in a water-containing state to form a mixture. An improved product of the mixture is produced by solidifying the body by a hydration reaction.

また、本発明に係る副産消石灰の改良方法は、前記副産消石灰を湿式でアセチレンを製造したときの副産物であるカーバイド滓としたものである。   Moreover, the improvement method of the byproduct slaked lime which concerns on this invention makes the said product byproduct slaked lime the carbide cocoon which is a byproduct when manufacturing acetylene by wet.

また、本発明に係る副産消石灰の改良方法は、前記副産消石灰をカーバイド滓とするとともに、前記改良体を海水に投入される埋立材としたものである。   Moreover, the improvement method of the byproduct slaked lime which concerns on this invention uses the said byproduct slaked lime as a carbide paddle, and makes the said improved body the landfill material thrown into seawater.

また、本発明に係る副産消石灰の改良方法は、製造された前記改良体を気中養生して炭酸化したものである。   Moreover, the improvement method of the byproduct slaked lime according to the present invention is a method in which the manufactured improved product is cured in the air and carbonated.

本発明に係る副産消石灰の改良方法においては、まず、副産消石灰と高炉スラグとを含水状態となるように混合して混合体とし、しかる後、該混合体を水和反応で固化させることによって混合体の改良体を製造する。   In the by-product slaked lime improving method according to the present invention, first, by-product slaked lime and blast furnace slag are mixed so as to be in a water-containing state, and then the mixture is solidified by a hydration reaction. To produce an improved mixture.

このようにすると、製造された改良体は、同じ質量のセメントを固化材として添加した場合よりも場合により一軸圧縮強さで10倍以上、強度が向上する。   If it does in this way, the improvement body manufactured improves the intensity | strength 10 times or more by a uniaxial compressive strength depending on the case rather than the case where the cement of the same mass is added as a solidification material.

副産消石灰は、所定の物質を得る目的で化学反応させた場合の製造プロセスにおいて、消石灰すなわち水酸化カルシウムCa(OH)が副産物として生成されるものを意味し、主としてカーバイド滓、特に湿式でアセチレンを製造したときの副産物であるカーバイド滓が本発明の副産消石灰に含まれるが、カーバイドを原料として石灰窒素を製造する際に生成される副産物なども本発明の副産消石灰に含まれる。 By-product slaked lime means that slaked lime, that is, calcium hydroxide Ca (OH) 2 is produced as a by-product in the manufacturing process when a chemical reaction is carried out for the purpose of obtaining a predetermined substance. By-product slaked lime, which is a by-product when acetylene is produced, is included in the by-product slaked lime of the present invention. By-products generated when lime nitrogen is produced using carbide as a raw material are also included in the by-product slaked lime of the present invention.

含水状態となるように混合するとは、化学反応に着目して言い換えれば、消石灰、高炉スラグ及び水を混合するということになるが、本発明は、消石灰そのものを改良体の原料とするのではなく、あくまで副産消石灰を改良体の原料とするものであるため、副産消石灰が乾燥状態の場合には水を別途添加し、含水状態の場合には水を添加しないことを意味するものである。例えばアセチレンの製造が湿式で行われた場合のカーバイド滓はスラリー状であるため、かかるカーバイド滓にあらためて水を添加する必要はない。   Mixing so as to be in a water-containing state means that slaked lime, blast furnace slag and water are mixed in terms of chemical reaction, in other words, the present invention does not use slaked lime itself as a raw material for the improved body. However, since by-product slaked lime is only used as a raw material for the improved body, it means that water is added separately when the by-product slaked lime is in a dry state, and water is not added when it is in a water-containing state. . For example, when the production of acetylene is performed in a wet manner, the carbide soot is in the form of a slurry, so that it is not necessary to add water to the carbide soot.

高炉スラグは、潜在的水硬性があることや、セメント材料の一つになることは従来から知られていたが、潜在的水硬性という呼び名からもわかる通り、単独では水和反応は進行せず、水和反応が生じるためには何らかの刺激剤が必要となり、従来、セメントがその刺激剤となることが知られていた。   It has been known that blast furnace slag has potential hydraulic properties and becomes one of cement materials, but as the name of potential hydraulic properties indicates, hydration reaction does not proceed by itself. In order for the hydration reaction to occur, some kind of stimulant is necessary, and it has been conventionally known that cement becomes the stimulant.

本出願人は、この高炉スラグの潜在的水硬性に対し、副産消石灰に含まれる化学成分である水酸化カルシウムCa(OH)が刺激剤になるのではないかという点に着眼し、さまざまな実験を繰り返した結果、セメントを添加せずとも、セメントを添加した場合より高い強度の改良体を製造することに成功したものである。 The present applicant focused on the fact that calcium hydroxide Ca (OH) 2, which is a chemical component contained in by-product slaked lime, may serve as a stimulant for the potential hydraulic properties of this blast furnace slag. As a result of repeating these experiments, the present inventors succeeded in producing an improved body with higher strength than when cement was added without adding cement.

なお、セメントの主成分はCaO及びSiOであって、かかる化学成分は、ケイ酸三カルシウム、ケイ酸二カルシウム、アルミン酸三カルシウム及び鉄アルミン酸四カルシウムという主たる化合物を形成しており、かかるセメントが高炉スラグの潜在的水硬性を刺激するということが知られていたからといって、セメントには含まれていない化合物であるCa(OH)が高炉スラグの潜在的水硬性を刺激することが容易に想到できることの根拠には何らなり得るものではなく、本発明は、本出願人の先見的な着眼とそれに基づく多大な実験とによって得られた新規な知見であるとともに、本発明に係る改良体が、埋立材として有効に再利用することができるものであって、産業上きわめて有益な発明であることを付言しておく。 The main components of cement are CaO and SiO 2 , and such chemical components form the main compounds of tricalcium silicate, dicalcium silicate, tricalcium aluminate and tetracalcium iron aluminate, and so on. Because it was known that cement stimulated the potential hydraulic properties of blast furnace slag, Ca (OH) 2 , a compound not included in cement, could stimulate the potential hydraulic properties of blast furnace slag. The grounds of what can be easily conceived cannot be anything, and the present invention is a novel finding obtained by the applicant's foresight and a lot of experiments based on it, and the improvement according to the present invention. It is added that the body can be effectively reused as a landfill material and is an extremely useful invention in industry.

ここで、副産消石灰をカーバイド滓とするとともに、上述した手順で製造された改良体を海水に投入される埋立材とすることができる。すなわち、本発明に係る副産消石灰の改良方法で製造された改良体を海中に投入した場合には、海水中のpHを8.5程度に抑えることが可能であり、それゆえ、かかる改良体を海水に投入される埋立材とすることができる。ちなみに、高炉スラグに代えて同じ質量のセメントをカーバイド滓に添加して固化させた場合、海水中のpHは10を越える。そのため、水質の環境に悪影響を及ぼすことが懸念され、埋立材として使用することはできない。   Here, while by-product slaked lime is used as a carbide slag, the improved body manufactured by the above-described procedure can be used as a landfill material to be put into seawater. That is, when the improved product produced by the method for improving byproduct slaked lime according to the present invention is introduced into the sea, the pH in the seawater can be suppressed to about 8.5, and therefore such an improved product. Can be used as a landfill material to be put into seawater. Incidentally, when the same mass of cement is added to the carbide slag instead of blast furnace slag and solidified, the pH in seawater exceeds 10. For this reason, there is a concern that the water quality environment may be adversely affected, and it cannot be used as a landfill material.

さらに、製造された改良体を気中養生して炭酸化した場合には、該改良体からアルカリ成分が溶出する懸念がないため、上述の強度向上と相まって、盛土材、裏込め材、埋戻し材などさまざまな用途の土木資材として有効に再利用することが可能となる。   Furthermore, when the improved body produced is carbonized by curing in the air, there is no concern that the alkaline component will be eluted from the improved body, and therefore, in combination with the above-mentioned improvement in strength, embankment material, backfill material, backfilling It can be effectively reused as civil engineering materials for various purposes such as wood.

以下、本発明に係る副産消石灰の改良方法の実施の形態について、添付図面を参照して説明する。なお、従来技術と実質的に同一の部品等については同一の符号を付してその説明を省略する。   Hereinafter, an embodiment of a method for improving byproduct slaked lime according to the present invention will be described with reference to the accompanying drawings. Note that components that are substantially the same as those of the prior art are assigned the same reference numerals, and descriptions thereof are omitted.

図1は、本実施形態に係る副産消石灰の改良方法の流れを示したフローチャートである。同図でわかるように、本実施形態に係る副産消石灰の改良方法においては、まず、副産消石灰であるカーバイド滓と高炉スラグとを混合して混合体とする(ステップ101)。   FIG. 1 is a flowchart showing a flow of a method for improving byproduct slaked lime according to this embodiment. As can be seen from the figure, in the method for improving byproduct slaked lime according to this embodiment, first, carbide soot as byproduct slaked lime and blast furnace slag are mixed to form a mixture (step 101).

ここで、カーバイド滓は、アセチレンを湿式で製造する製造プロセスで生成されたものであってスラリー状であるため、あらためて水を添加する必要はない。   Here, the carbide soot is produced in a manufacturing process for producing acetylene in a wet state and is in a slurry state, so that it is not necessary to add water again.

次に、上述した混合体を水和反応で固化させて改良体を製造する(ステップ102)。   Next, the above-mentioned mixture is solidified by a hydration reaction to produce an improved body (step 102).

このようにすると、カーバイド滓は、高炉スラグの潜在的水硬性によって硬化し、十分な強度を持つ改良体へと変質する。   In this way, the carbide soot is hardened by the potential hydraulic properties of the blast furnace slag and transformed into an improved body having sufficient strength.

次に、硬化した改良体を気中養生し、炭酸化させる(ステップ103)。   Next, the cured improved body is cured in the air and carbonated (step 103).

気中養生は、例えば、屋外で風乾すればよく、かかる気中養生により、改良体内のアルカリ分は、大気中の二酸化炭素によって中和される。   The air curing may be air-dried outdoors, for example, and the alkali content in the improved body is neutralized by carbon dioxide in the atmosphere.

次に、中性化された改良体を、埋立材、盛土材、裏込め材、埋戻し材などさまざまな用途の土木資材として利用する(ステップ104)。   Next, the neutralized improved body is used as a civil engineering material for various purposes such as landfill material, embankment material, backfill material, and backfill material (step 104).

以上説明したように、本実施形態に係る副産消石灰の改良方法によれば、製造された改良体が後述の実施例で詳述するように、同じ質量のセメントを固化材として添加した場合よりも一軸圧縮強さで10倍以上、強度が向上するとともに、気中養生によって中性化するので、埋立材、盛土材、裏込め材、埋戻し材などさまざまな用途の土木資材として有効に再利用することが可能となる。   As described above, according to the method for improving by-product slaked lime according to the present embodiment, as will be described in detail in the examples below, the manufactured improved product is more than the case where cement of the same mass is added as a solidifying material. Since uniaxial compressive strength improves strength more than 10 times and neutralizes by air curing, it can be effectively reused as a civil engineering material for various purposes such as landfill material, embankment material, backfill material and backfill material. It can be used.

本実施形態では特に言及しなかったが、炭酸化させる前の改良体を海水に投入した場合における海水中のpHは後述するように、8.5程度に抑制される。そのため、埋立材として使用する際には、上述した気中養生工程を省略して海水に投入するようにしてもかまわない。すなわち、かかる変形例においては図2に示すように、混合体を水和反応で固化させて改良体を製造した後(ステップ102)、該改良体を埋立材として海水中に投入する(ステップ111)。   Although not specifically mentioned in the present embodiment, the pH in the seawater when the improved body before carbonation is added to the seawater is suppressed to about 8.5 as described later. Therefore, when using it as a landfill material, the above-described air curing step may be omitted and put into seawater. That is, in such a modified example, as shown in FIG. 2, after the mixture is solidified by a hydration reaction to produce an improved body (step 102), the improved body is thrown into seawater as a landfill (step 111). ).

ちなみに、高炉スラグに代えて同じ質量のセメントをカーバイド滓に添加して固化させた場合、海水中のpHは10を越える。そのため、水質の環境に悪影響を及ぼすことが懸念され、埋立材として使用することはできない。   Incidentally, when the same mass of cement is added to the carbide slag instead of blast furnace slag and solidified, the pH in seawater exceeds 10. For this reason, there is a concern that the water quality environment may be adversely affected, and it cannot be used as a landfill material.

本実施形態に係る副産消石灰の改良方法で製造された改良体の一軸圧縮試験及びpH試験(海水浸漬試験)を行ったので、その試験概要と試験結果を説明する。   Since the uniaxial compression test and pH test (seawater immersion test) of the improved product produced by the by-product slaked lime improvement method according to this embodiment were performed, the test outline and test results will be described.

上述したステップ101〜102で製造された改良体の一軸圧縮強さをグラフにして図3に示す。なお、同図は、横軸に材齢を、縦軸に一軸圧縮強さ(kN/m2)をとってあるとともに、カーバイド滓1m3に対する高炉スラグの添加量を100kg、150kg、200kg、250kgとしてある。 FIG. 3 is a graph showing the uniaxial compressive strength of the improved body manufactured in steps 101 to 102 described above. In this figure, the horizontal axis indicates the age, the vertical axis indicates the uniaxial compressive strength (kN / m 2 ), and the amount of blast furnace slag added to 1 m 3 of carbide rod is 100 kg, 150 kg, 200 kg, 250 kg. As it is.

同図でわかるように、高炉スラグの添加量が100kgでは、一軸圧縮強さが300 kN/m2、150kg、200kgでは1,000 kN/m2でそれぞれ横ばいとなるものの、改良体の一軸圧縮強さは高炉スラグの添加量とともに概ね増加すると評価できる。特に、高炉スラグの添加量が250kgになると、一軸圧縮強さは、材齢とともに増加し、六ヶ月経過時点では2,500 kN/m2となるとともに、材齢に関してさらなる増加傾向も読みとれる。 As can be seen from the figure, the uniaxial compressive strength of the improved body is leveled off when the blast furnace slag addition amount is 100 kg and the uniaxial compressive strength is 300 kN / m 2 , 150 kg, and 200 kg at 1,000 kN / m 2 , respectively. Can be estimated to increase with the amount of blast furnace slag added. In particular, when the amount of blast furnace slag added is 250 kg, the uniaxial compressive strength increases with age, reaching 2,500 kN / m 2 at the age of 6 months.

なお、トラフィカビリティ(重機走行性、一軸圧縮強さが指標となる)の点では、一軸圧縮強さが200 kN/m2以上であることが必要であるが、本発明に係る改良体の場合、上述したすべての添加量で目標値をクリアしていることもわかる。 It should be noted that the uniaxial compression strength must be 200 kN / m 2 or more in terms of trafficability (heavy machine travelability, uniaxial compression strength is an index), but in the case of the improved body according to the present invention It can also be seen that the target value is cleared with all the addition amounts described above.

図4は、高炉スラグに代えて、高炉セメントB種を固化材としてカーバイド滓に添加した場合の結果を示したものであり、図3と同様、横軸に材齢を、縦軸に一軸圧縮強さ(kN/m2)をとってあるとともに、カーバイド滓1m3に対するセメントの添加量を100kg、150kg、200kg、250kgとしてある。 FIG. 4 shows the result when blast furnace cement B type is added to the carbide cocoon as a solidified material instead of blast furnace slag, and the horizontal axis indicates the age and the vertical axis indicates uniaxial compression as in FIG. The strength (kN / m 2 ) is taken, and the amount of cement added to 1 m 3 of carbide cocoons is 100 kg, 150 kg, 200 kg, and 250 kg.

同図でわかるように、高炉スラグの場合とは異なり、高炉セメントB種の添加量が100kg、150kg、200kgの場合はもちろん、250kgの場合でも、一軸圧縮強さは200 kN/m2で横ばいとなり、トラフィカビリティに関する目標値をクリアすることができないことがわかる。 As can be seen in the figure, unlike the case of blast furnace slag, the uniaxial compressive strength is flat at 200 kN / m 2 regardless of whether the amount of blast furnace cement B added is 100 kg, 150 kg, 200 kg or 250 kg. It turns out that the target value for trafficability cannot be cleared.

図5は、高炉セメントB種でカーバイド滓を固化させた場合における海水のpH変化を調べたグラフであり、図6は、高炉スラグでカーバイド滓を固化させた本発明の改良体における海水のpH変化を調べたグラフである。   FIG. 5 is a graph showing changes in the pH of seawater when carbide slag is solidified with blast furnace cement B, and FIG. 6 is the pH of seawater in the improved body of the present invention in which carbide slag is solidified with blast furnace slag. It is the graph which investigated change.

なお、かかる海水浸漬試験においては、それぞれ4週間、固化養生した後、直径10cm、高さ4cmに成形し、次いで、4Lの海水に浸漬して所定期間静置し、しかる後、海水のpHを測定した。   In this seawater immersion test, after solidifying and curing for 4 weeks each, it was molded to a diameter of 10 cm and a height of 4 cm, then immersed in 4 L of seawater and allowed to stand for a predetermined period, and then the pH of the seawater was adjusted. It was measured.

これらの図でわかるように、高炉セメントB種で固化させた場合、海水のpHは9.5〜10となるのに対し、高炉スラグで固化させた場合には、8.5〜9に海水のpHが抑制されることがわかる。また、これらの図には示されていないが、海水に浸漬してから29日経過時点での海水の平均pHは、高炉セメントB種で固化させた従来の固化物が10.1であるのに対し、高炉スラグで固化させた本発明の改良体は、8.8にとどまった。   As can be seen from these figures, when solidified with Blast Furnace Cement B, the pH of seawater is 9.5 to 10, whereas when solidified with blast furnace slag, It can be seen that the pH of is suppressed. Moreover, although not shown in these figures, the average pH of seawater at the time of 29 days after immersion in seawater is 10.1 for the conventional solidified product solidified with blast furnace cement B type. On the other hand, the improved body of the present invention solidified with blast furnace slag remained at 8.8.

かかる結果から、本発明に係る改良体は、特段の気中養生を行わずとも、水質環境に悪影響を及ぼすことなく、そのまま埋立材として海水に投入することが可能であることがわかる。   From these results, it can be seen that the improved body according to the present invention can be directly put into seawater as a landfill without adversely affecting the water quality environment without performing special air curing.

これは、高炉スラグで固化させた本発明に係る改良体の場合には、海水の持つpH緩衝能により、問題のないpHまで改良体のpHを低下させることが可能であることを示すものである。   This indicates that, in the case of the improved body according to the present invention solidified with blast furnace slag, the pH of the improved body can be lowered to a problem-free pH by the pH buffering ability of seawater. is there.

本実施形態に係る副産消石灰の改良方法を示したフローチャート。The flowchart which showed the improvement method of the byproduct slaked lime which concerns on this embodiment. 変形例に係る副産消石灰の改良方法を示したフローチャート。The flowchart which showed the improvement method of the byproduct slaked lime which concerns on a modification. 本実施形態に係る副産消石灰の改良方法の作用を示したグラフ。The graph which showed the effect | action of the improvement method of the byproduct slaked lime which concerns on this embodiment. 本実施形態に係る副産消石灰の改良方法の作用を示したグラフ。The graph which showed the effect | action of the improvement method of the byproduct slaked lime which concerns on this embodiment. 本実施形態に係る副産消石灰の改良方法の作用を示したグラフ。The graph which showed the effect | action of the improvement method of the byproduct slaked lime which concerns on this embodiment. 本実施形態に係る副産消石灰の改良方法の作用を示したグラフ。The graph which showed the effect | action of the improvement method of the byproduct slaked lime which concerns on this embodiment.

Claims (4)

副産消石灰と高炉スラグとを含水状態となるように混合して混合体とし、該混合体を水和反応で固化させることによって前記混合体の改良体を製造することを特徴とする副産消石灰の改良方法。 By-product slaked lime, characterized in that by-product slaked lime and blast furnace slag are mixed in a water-containing state to form a mixture, and the mixture is solidified by a hydration reaction to produce an improved product of the mixture. Improved method. 前記副産消石灰を湿式でアセチレンを製造したときの副産物であるカーバイド滓とした請求項1記載の副産消石灰の改良方法。 The by-product slaked lime improvement method according to claim 1, wherein the by-product slaked lime is a carbide soot that is a by-product when acetylene is produced by a wet process. 前記副産消石灰をカーバイド滓とするとともに、前記改良体を海水に投入される埋立材とした請求項1記載の副産消石灰の改良方法。 The method for improving by-product slaked lime according to claim 1, wherein the by-product slaked lime is a carbide slag and the improved body is a landfill material that is thrown into seawater. 製造された前記改良体を気中養生して炭酸化した請求項1記載の副産消石灰の改良方法。 The method for improving by-product slaked lime according to claim 1, wherein the produced improved product is carbonized by curing in air.
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101817651A (en) * 2010-05-17 2010-09-01 乌海市巨能环保科技开发有限公司 Recycling method of carbide slag
CN102463251A (en) * 2010-11-15 2012-05-23 张强 Drying and powder making method by calcium carbide with low energy consumption and low cost
CN103433268A (en) * 2013-08-27 2013-12-11 安徽皖维高新材料股份有限公司 Treatment method for acetic acid evaporation residue
CN105541141A (en) * 2015-12-23 2016-05-04 天能水泥有限公司 A device and a method for preparing cement from dry and wet calcium carbide slag
CN115536358A (en) * 2022-10-14 2022-12-30 东南大学 Industrial solid waste carbonization and solidification baking-free building block and preparation method thereof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101817651A (en) * 2010-05-17 2010-09-01 乌海市巨能环保科技开发有限公司 Recycling method of carbide slag
CN102463251A (en) * 2010-11-15 2012-05-23 张强 Drying and powder making method by calcium carbide with low energy consumption and low cost
CN103433268A (en) * 2013-08-27 2013-12-11 安徽皖维高新材料股份有限公司 Treatment method for acetic acid evaporation residue
CN105541141A (en) * 2015-12-23 2016-05-04 天能水泥有限公司 A device and a method for preparing cement from dry and wet calcium carbide slag
CN115536358A (en) * 2022-10-14 2022-12-30 东南大学 Industrial solid waste carbonization and solidification baking-free building block and preparation method thereof
WO2024077901A1 (en) * 2022-10-14 2024-04-18 东南大学 Industrial solid waste carbonized and solidified baking-free building block and preparation method therefor

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