KR100648461B1 - A solidification agent for soft ground and sludge improvement strengthen using industrial waste - Google Patents

A solidification agent for soft ground and sludge improvement strengthen using industrial waste Download PDF

Info

Publication number
KR100648461B1
KR100648461B1 KR1020060039254A KR20060039254A KR100648461B1 KR 100648461 B1 KR100648461 B1 KR 100648461B1 KR 1020060039254 A KR1020060039254 A KR 1020060039254A KR 20060039254 A KR20060039254 A KR 20060039254A KR 100648461 B1 KR100648461 B1 KR 100648461B1
Authority
KR
South Korea
Prior art keywords
parts
weight
soft ground
sludge
cement
Prior art date
Application number
KR1020060039254A
Other languages
Korean (ko)
Inventor
오수현
Original Assignee
(주)청해소재
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by (주)청해소재 filed Critical (주)청해소재
Priority to KR1020060039254A priority Critical patent/KR100648461B1/en
Application granted granted Critical
Publication of KR100648461B1 publication Critical patent/KR100648461B1/en

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09KMATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
    • C09K17/00Soil-conditioning materials or soil-stabilising materials
    • C09K17/02Soil-conditioning materials or soil-stabilising materials containing inorganic compounds only
    • C09K17/04Soil-conditioning materials or soil-stabilising materials containing inorganic compounds only applied in a physical form other than a solution or a grout, e.g. as granules or gases
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09KMATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
    • C09K17/00Soil-conditioning materials or soil-stabilising materials
    • C09K17/02Soil-conditioning materials or soil-stabilising materials containing inorganic compounds only
    • C09K17/06Calcium compounds, e.g. lime
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09KMATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
    • C09K17/00Soil-conditioning materials or soil-stabilising materials
    • C09K17/02Soil-conditioning materials or soil-stabilising materials containing inorganic compounds only
    • C09K17/10Cements, e.g. Portland cement
    • 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

Landscapes

  • Chemical & Material Sciences (AREA)
  • Inorganic Chemistry (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Soil Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

Provided is a solidifying agent composition for the soft ground and sludge treatment, which comprises industrial waste materials pulverized to have an increased unit surface area, thereby activating production of ettringite, and prevents the soil and the ground water from being contaminated with heavy metals. The solidifying agent composition for the soft ground and sludge treatment comprises waste materials generated from various industrial processes, including fly ash, blast furnace slug, lime, anhydrite, cement and potassium alum, the waste materials being pulverized into a predetermined fineness. In the solidifying agent composition, the fly ash has a fineness of 4,000 cm^2/g or more and is used in an amount of 30-60 parts by weight; the blast furnace slag has a fineness of 4,000-6,000 cm^2/g and is used in an amount of 10-40 parts by weight; the lime has a purity of at least 90% and a fineness of 4,000 cm^2/g or more and is used in an amount of 5-20 parts by weight; the anhydrite has a purity of at least 90% and a fineness of 5,000 cm^2/g or more and is used in an amount of 5-20 parts by weight; the cement has a fineness of 4,000-5,000 cm^2/g and is used in an amount of 10-40 parts by weight; and the potassium alum is used in an amount of 5-15 parts by weight based on 100 parts by weight of the anhydrite.

Description

산업폐기물을 이용한 연약지반 및 슬러지 처리용 고화제 조성물{A solidification agent for soft ground and sludge improvement strengthen using industrial waste}Solidifying agent composition for soft ground and sludge treatment using industrial wastes {A solidification agent for soft ground and sludge improvement strengthen using industrial waste}

본 발명은 산업폐기물을 이용한 연약지반 및 슬러지 처리용 고화제 조성물에 관한 것으로, 더욱 상세하게는 각종 산업공정 중에서 발생하는 폐기물인 플라이애시, 고로수쇄슬래그 및 생석회, 무수석고, 시멘트 등을 일정한 분말도를 갖도록 분쇄하여 단위 표면적을 증대시킴으로써 에트린자이트의 생성을 활성화하여 고화작용을 촉진시키기 위한 산업폐기물을 이용한 연약지반 및 슬러지 처리용 고화제 조성물에 관한 것이다.The present invention relates to a solidified base composition for treating soft ground and sludge treatment using industrial waste, and more specifically, fly ash, blast furnace slag and quicklime, anhydrous gypsum, cement, etc., which are wastes generated in various industrial processes. The present invention relates to a solidifying agent composition for treating soft ground and sludge using industrial waste for activating the production of ethrinzite by pulverizing to increase the unit surface area to promote solidification.

일반적으로 고화제는 연약지반 및 슬러지 등을 고형화시키기 위한 것으로, 특히 연약지반 및 슬러지와 반응하여 물리적, 화학적으로 안정된 경화체(硬化體)를 형성하여 지반을 강화시킴은 물론 유해폐기물을 고형화시켜 연약지반 및 슬러지에 함유된 중금속 등이 용출되지 않도록 하여 토양이나 지하수의 오염을 사전에 차단하기 위한 역할을 수행하게 된다.In general, the solidifying agent is to solidify the soft ground and sludge, and in particular, it forms a hard and physically stable hardened body by reacting with the soft ground and the sludge to strengthen the ground as well as solidifying the hazardous waste. And it prevents the heavy metals, etc. contained in the sludge to play a role to block the contamination of the soil or groundwater in advance.

이처럼 종래에는 시멘트 또는 석고를 주원료 하는 고화제가 1960년대 이후 개발되어 널리 활용되고 있으나, 이는 연약지반 및 슬러지의 강도를 개선할 수 있지만 시멘트의 경우에는 고온에서 소성(燒成)하여 제조되므로 경제적인 비용이 가중될 뿐만 아니라 육가크롬(Hexavalent chrome) 등과 같은 중금속이 잔존하게 되며, 특히 석회의 경우에는 토양을 강알칼리성으로 변화시키기 때문에 지속적인 알칼리 장해를 일으켜서 식물의 성장을 저해시키는 사용상의 한계를 갖게 되었다.As such, conventionally, cement or gypsum hardener has been developed and widely used since the 1960s, but it can improve the strength of soft ground and sludge, but in the case of cement, it is economically manufactured by firing at high temperature. In addition to the increased cost, heavy metals such as hexavalent chromium remain, and in particular, lime changes the soil to strong alkalinity, which leads to continuous alkali disturbance and thus limiting the growth of plants. .

한편, 시멘트를 주성분으로 하고 여기에 플라이애시(Fly ash)를 첨가한 고화제는 수화반응으로 생성된 수산화칼슘과 슬래그 및 무수석고 등이 서로 반응하여 장기강도증가 및 내구성을 향상시킬 수 있으나, 이는 연약지반 및 슬러지에 포함된 유기물질로 인하여 미세구조 발달이 용이하지 않게 되므로 수화 반응에 의한 고화작용이 저하되므로 작업성이 극히 제한되는 단점을 갖게 되었다.On the other hand, the cement-based solidifying agent added with fly ash (Fly ash) can increase the long-term strength and durability by the reaction of calcium hydroxide, slag and anhydrous gypsum produced by the hydration reaction, but it is weak Due to the organic material contained in the ground and sludge, the development of the microstructure is not easy, so that the solidification effect due to the hydration reaction is lowered, which leads to extremely limited workability.

또한, 고로슬래그를 원료로 사용하는 고화제는 수경성은 아니지만 시멘트와 물을 혼합시키면 플라이애시와 같은 알칼리 반응을 통해서 경화특성을 발휘하게 되나, 이 역시 반응속도가 느려 고화작용이 저하되는 문제점을 갖게 되었다.In addition, although the solidifying agent using blast furnace slag as a raw material is not hydrophobic, when cement and water are mixed, curing properties are exhibited through alkali reactions such as fly ash, but this also has a problem that the reaction rate is low and the solidification action is lowered. It became.

따라서 본 발명자는 고화제의 고화속도를 촉진할 수 있을 뿐만 아니라 연약지반 및 슬러지 등에서 배출되는 중금속으로 인한 토양 및 지하수의 오염을 사전에 방지할 수 있음은 물론 산업폐기물로 분류되는 플라이애시 및 고로수쇄슬래그 등을 재활용하기 위한 다양한 연구를 진행하게 되었다.Therefore, the present inventor can not only promote the solidification rate of the hardener but also prevent the contamination of the soil and groundwater due to heavy metals discharged from the soft ground and sludge in advance, as well as fly ash and blast furnace chain classified as industrial waste. Various researches have been conducted to recycle slag.

이처럼 본 발명은 상기와 같은 종래의 문제점을 해결하기 위해 안출된 것으로서, As such, the present invention has been made to solve the conventional problems as described above,

본 발명의 목적은 산업상 폐기물로 분류되어 있는 플라이애시 및 고로수쇄슬래그와, 생석회, 무수석고, 시멘트 등을 일정한 분말도를 갖도록 분쇄하여 단위 표면적을 증대시킴으로써 에트린자이트의 생성을 활성화하여 연약지반 및 슬러지의 고화작용을 극대화하기 위한 산업폐기물을 이용한 연약지반 및 슬러지 처리용 고화제 조성물을 제공함에 있다.An object of the present invention is to increase the unit surface area by pulverizing fly ash and blast furnace slag, quicklime, anhydrous gypsum, cement, etc., which have been classified as industrial wastes, to have a certain powder level, thereby activating the production of ethrinite, and thus making it soft. An object of the present invention is to provide a solidifying agent composition for treating soft ground and sludge using industrial waste to maximize the solidification effect of the ground and sludge.

상기한 바와 같은 목적을 달성하기 위한 본 발명 산업폐기물을 이용한 연약지반 및 슬러지 처리용 고화제 조성물은
각종 산업공정 중에서 발생하는 폐기물인 플라이애시, 고로수쇄슬래그 및 생석회, 무수석고, 시멘트, 가리명반을 일정한 분말도를 갖도록 분쇄하여 고화작용을 촉진시키기 위한 연약지반 및 슬러지 처리용 고화제 조성물에 있어서,
Solidified composition for treating soft ground and sludge treatment using the industrial waste of the present invention for achieving the object as described above
In the solidifying agent composition for soft ground and sludge treatment to accelerate the solidification action by grinding fly ash, blast furnace slag and quicklime, anhydrous gypsum, cement, rock cover, etc.

상기 플라이애시는 분말도 4,000㎠/gr 이상의 30~60 중량부, 상기 고로수쇄슬래그는 분말도 4,000~6,000㎠/gr의 10~40 중량부, 상기 생석회는 순도 90% 이상이며 분말도 4,000㎠/gr 이상의 5~20 중량부, 상기 무수석고는 순도 90% 이상이며 분말도 5,000㎠/gr 이상의 5~20 중량부, 상기 시멘트는 분말도 4,000~5,000㎠/gr의 10~40 중량부, 상기 가리명반은 무수석고 100 중량부 대비 5~15 중량부로 이루어진다.The fly ash is 30 to 60 parts by weight of the powder degree of 4,000 cm 2 / gr or more, the blast furnace slag is 10 to 40 parts by weight of the powder degree of 4,000 ~ 6,000 cm 2 / gr, the quicklime is more than 90% purity and the powder is 4,000 cm 2 / 5-20 parts by weight or more of gr, the anhydrous gypsum has a purity of 90% or more, 5-20 parts by weight of powder of 5,000 cm 2 / gr or more, the cement is 10-40 parts by weight of powder of 4,000-5,000 cm 2 / gr, the girly Alum is composed of 5 to 15 parts by weight relative to 100 parts by weight of anhydrous gypsum.

삭제delete

삭제delete

삭제delete

삭제delete

삭제delete

삭제delete

이처럼 본 발명 산업폐기물을 이용한 연약지반 및 슬러지 처리용 고화제 조 성물은 연약지반 및 슬러지와 혼합하여 수화반응 또는 포졸란(Pozzolan) 반응을 통해서 에트린자이트(석회설포알루미네이트, 3CaOAl2O33CaSO432H2O)의 생성을 활성화하여 연약지반 및 슬러지를 고화하기 위한 원리를 이용한 것이다.Thus, the soft ground and sludge treatment solidifying composition using the industrial waste of the present invention is mixed with the soft ground and the sludge, ethrinzite (lime sulfo aluminate, 3CaOAl 2 O 3 3CaSO through hydration reaction or Pozzolan reaction) 4 It uses the principle to solidify the soft ground and sludge by activating the production of 32H 2 O).

즉, 본 발명을 연약지반 또는 슬러지가 혼합하면 조성물에 함유되어 있는 시멘트와 토양의 간극수(間隙水)가 수화반응에 의해 에트린자이트가 생성된다. That is, when the soft ground or the sludge is mixed with the present invention, ethrinzite is produced by the hydration reaction of the pore water between the cement and the soil contained in the composition.

이때 본 발명의 조성물은 일정한 분말도를 갖게 되므로 반응성을 증대되어 에트린자이트의 생성을 촉진하게 된다. At this time, since the composition of the present invention has a certain powder degree, the reactivity is increased to promote the production of ethrinzite.

따라서 상기 에트린자이트는 침상(針狀)의 결정화를 이루면서 토양의 간극을 채워서 함수비(含水比)를 저하하고 고화체를 조밀화하며, 이온교환과 팽창성에 의해 유해중금속 및 유기물을 고착시키게 된다.Therefore, the ethrinzite is to form a crystallization of the needle bed (토양) to fill the gap of the soil to reduce the water content (含水 比), compact the solids, and to fix the harmful heavy metals and organic matter by ion exchange and expansion.

이하 본 발명 산업폐기물을 이용한 연약지반 및 슬러지 처리용 고화제 조성물을 상세하게 설명하면 다음과 같다. Hereinafter, the solidification composition for treating soft ground and sludge treatment using the industrial waste of the present invention will be described in detail.

본 발명에서 조성물의 공통적인 분말도는 4,000~6,000㎠/gr 이상을 유지함이 바람직한데, 이는 분말도가 4,000㎠/gr 이상일 경우에는 빠른 반응속도에 의해 연약지반 및 슬러지의 수분을 흡수하여 경화속도를 촉진할 수 있게 되고, 반대로 분말도 4,000㎠/gr 미만일 경우 경화속도가 현저하게 저하되므로 연약지반 및 슬러지에 포함되어 있는 중금속들이 지면으로 흡수되는 심각한 문제가 발생하게 된다.In the present invention, the common powder of the composition is preferably maintained at 4,000 ~ 6,000 ㎠ / gr or more, which is the cure rate by absorbing the moisture of the soft ground and sludge by a fast reaction rate when the powder is 4,000 ㎠ / gr or more When it is possible to promote, on the contrary, when the powder is also less than 4,000 cm 2 / gr, the curing rate is significantly lowered, causing a serious problem of heavy metals contained in the soft ground and sludge being absorbed into the ground.

이때 본 발명의 조성물을 분쇄하기 위한 분쇄기는 공지의 수직 롤러 밀 방식 을 채택하여 조성물의 분쇄작업을 진행하였다.At this time, the pulverizer for pulverizing the composition of the present invention adopts a known vertical roller mill method to proceed with the pulverization of the composition.

<플라이애시><Fly ash>

본 발명에서 상기 플라이애시는 포졸란 반응에 의한 연약지반 및 슬러지에 함유된 수분을 낮출수는 없으나 생석회가 연약지반 및 슬러지의 수분과 접하면 수화시 발열반응에 의해 소석회가 된 것을 상온에서 서서히 반응하여 불용성의 화합물을 만들며 C-S-H를 형성하게 된다. In the present invention, the fly ash can not lower the moisture contained in the soft ground and sludge by the pozzolanic reaction, but when the quicklime is in contact with the moisture of the soft ground and sludge, it becomes hydrated by the exothermic reaction during hydration at room temperature. Insoluble compounds form CSH.

이때 플라이애시의 30 중량부 미만에서는 연약지반 및 슬러지의 수분을 흡수한 생석회(소석회로 됨)와 완전히 반응되지 않아 불용성의 화합물을 생성할 수 없으며, 반대로 60 중량부 이상이면 강도가 저하되는 문제가 발생하게 된다.At this time, less than 30 parts by weight of fly ash does not react completely with quicklime (which is calcified) absorbing moisture from soft ground and sludge, and thus cannot produce insoluble compounds. Will occur.

따라서 본 발명에서 플라이애시는 30~60 중량부로 이루어짐이 바람직하다.Therefore, in the present invention, the fly ash is preferably made of 30 to 60 parts by weight.

<고로수쇄슬래그><Blast furnace slag>

본 발명에서 상기 고로수쇄슬래그는 Melilite(2CaO Al2O3 SiO2 - 2CaO MgO 2SiO2)계로 되어 유리율이 높으며 수화성이 높기 때문에 본 발명에서 상기 고로수쇄슬래그의 유리화율은 95%이상인 것을 사용함이 바람직하다. The blast furnace chain slag in the present invention is Melilite (2CaO Al 2 O 3 SiO 2 Since 2CaO MgO 2SiO 2 ) is used, the ratio of vitrification of the blast furnace slag in the present invention is preferably 95% or more since the glass has high glass ratio and high hydration property.

따라서 고로수쇄슬래그 중의 생석회는 유리화된 비결정성물질(비정질)로 되어있어 자체만으로는 수경성이 없기 때문에 자극제로 무수석고를 첨가하여 초기강도 향상 및 잠재 수경성에 의한 장기강도 활성화를 촉진하는 것이기 때문에 10 중 량부 미만일 때는 장기강도 발현이 저하하고 40 중량부 이상일 때는 슬래그의 잠재 수경성으로 초기 경화속도가 지연되어 연약지반 및 슬러지에 함유된 중금속 등의 고착화 및 안정화 효과가 감소하는 문제가 발생한다.Therefore, the quicklime in the blast furnace slag is made of vitrified amorphous material (amorphous), and since it is not hydrophobic by itself, it is added to anhydrous gypsum as a stimulant to promote initial strength improvement and activation of long-term strength by latent hydrophobic. If it is less than the long-term strength expression is lower than 40 parts by weight, the initial curing rate is delayed due to the latent hydraulic properties of the slag, there is a problem that the solidification and stabilizing effect of heavy metals and the like contained in the soft ground and sludge occurs.

따라서 본 발명에서 고로수쇄슬래그는 10~40 중량부로 이루어짐이 바람직하다.Therefore, in the present invention, the blast furnace chain slag is preferably made of 10 to 40 parts by weight.

<생석회>Quicklime

본 발명에서 상기 생석회는 순도 90% 이상이며 분말도 4,000㎠/gr 이상의 5~20 중량부로 이루어짐이 바람직한데, 그 이유는 생석회는 물과 접하면 수화시 발열반응에 의한 수분감소와 팽창에 의한 슬러지의 공기 연행으로 양생을 원활하게 수행하게 된다.In the present invention, the quicklime is more than 90% purity and the powder is preferably made of 5 to 20 parts by weight of 4,000 cm 2 / gr or more, because the quicklime is in contact with water sludge due to water reduction and expansion due to exothermic reaction during hydration Curing is performed smoothly by air entrainment.

이때 생석회가 5 중량부 미만일 경우에는 연약지반 및 슬러지 속에 함유되어있는 수분량 제거가 어렵고, 반대로 20 중량부 이상일 때는 강알칼리(pH 10이상)가 되어 연약지반 및 슬러지의 암모늄이 암모니아성 가스로 변해 악취가 발생하게 된다.At this time, if the quicklime is less than 5 parts by weight, it is difficult to remove the moisture content contained in the soft ground and sludge. On the contrary, when it is more than 20 parts by weight, it becomes strong alkali (pH 10 or more), and the ammonium in the soft ground and the sludge is changed into ammonia gas, resulting in odor. Will occur.

아울러 생석회의 순도가 90% 미만일 경우 생석회 배합량이 많아져 다른 원료들이 감소하여 고화제의 기능을 상실하게 된다. In addition, if the purity of quicklime is less than 90%, the amount of quicklime is increased, so that other raw materials are reduced, thereby losing the function of the hardener.

<무수석고><Anhydrous gypsum>

본 발명에서 상기 무수석고는 순도 90% 이상이며 분말도 5,000㎠/gr 이상의 5~20 중량부로 이루어짐이 바람직한데, 이는 무수석고가 5 중량부 미만이면 초기강도 발현이 낮아지게 되고, 반대로 20 중량부를 초과할 경우 초기강도는 향상될 수 있지만 장기강도 증진을 저하하게 되는 문제점이 발생한다.In the present invention, the anhydrous gypsum is more than 90% purity and is preferably made of 5 to 20 parts by weight of powder more than 5,000 cm 2 / gr, which is less than 5 parts by weight of the initial strength is lowered, on the contrary 20 parts by weight If exceeded, the initial strength may be improved, but the problem of lowering the long-term strength increase occurs.

이때 무수석고의 순도가 90% 미만일 경우 초기강도 및 장기강도가 저하되는 문제가 발생하게 된다. At this time, when the purity of the anhydrous gypsum is less than 90%, there is a problem that the initial strength and long-term strength is lowered.

<가리명반><Alumni>

본 발명에서 상기 가리명반은 무수석고의 초기강도 및 에트린자이트의 생성을 더욱더 활성화하기 위한 촉진제역할을 수행하기 위한 것으로, 무수석고 100 중량부 대비 5 중량부 미만일 경우에는 자극제 역할을 수행할 수 없으며 15 중량부 이상일 경우에는 상대적으로 무수석고의 강도발현에 지장을 초래하게 되는 단점을 갖게 된다. In the present invention, the gimbal plaque serves as an accelerator for further activating the initial strength of the anhydrite and the production of ethrinite, and less than 5 parts by weight compared to 100 parts by weight of anhydrous gypsum may serve as a stimulant. If it is more than 15 parts by weight, it has a disadvantage in that it causes a relatively trouble in the strength development of anhydrous gypsum.

따라서 본 발명에서 가리명반은 무수석고 100 중량부 대비 5~15 중량부로 이루어짐이 바람직하다.Therefore, in the present invention, it is preferable that the alum alum consists of 5 to 15 parts by weight relative to 100 parts by weight of anhydrous gypsum.

<시멘트><Cement>

본 발명에서 상기 시멘트(포틀랜드 시멘트)는 {규산3석회(3CaO.SiO2), 규산2석회(2CaO.SiO2), 알루민산3석회(3CaO.Al2O3), 철알루민산4석회(4CaO.Al2O3.Fe2O3)}조성에 의해 연약지반 및 슬러지의 수분과 반응하여 경화하게 된다. In the present invention, the cement (portland cement) is {trilimic acid silica (3CaO.SiO 2 ), silicic acid lime (2CaO.SiO 2 ), alumina trioxide (3CaO.Al 2 O 3 ), iron aluminic acid 4 lime ( 4CaO.Al 2 O 3 .Fe 2 O 3 )} The composition reacts with the moisture of the soft ground and sludge to harden.

이때 생성되는 소석회는 실리카와 포졸란 반응에 의해 C-S-H 수화물이 되며, 시멘트는 강알칼리이므로 40 중량부 이상 혼합하게 되면 연약지반 및 슬러지의 암모늄이 암모니아성 가스로 변해 악취가 발생하게 되며, 10 중량부 이하일 경우에는 포졸란 반응의 저하로 경화속도가 늦어지는 문제를 갖게 된다. At this time, the produced lime becomes CSH hydrate by silica and pozzolanic reaction, and cement is strong alkali, so when mixed more than 40 parts by weight, ammonium in soft ground and sludge is transformed into ammonia gas and odor is generated. Has a problem that the curing rate is slowed due to a decrease in the pozzolanic reaction.

따라서 본 발명에서 시멘트는 10~40 중량부로 이루어짐이 바람직하다.Therefore, in the present invention, the cement is preferably made of 10 to 40 parts by weight.

또한, 시멘트는 생석회와 같이 칼슘이 주성분이지만 규사나 알루미나 및 철분들이 서로 결합하며 이를 구체적으로 살펴보면In addition, although cement is the main component of cement like quicklime, silica, alumina, and iron are combined with each other.

규산3석회(3CaO.SiO2) → 초기강도를 높게 만들며 수화열이 높아 수중 팽창이 크며,Tricalcium silicate (3CaO.SiO 2 ) → It makes initial strength high and the heat of hydration is high, so the underwater expansion is large,

규산2석회(2CaO.SiO2) → 후기강도에 기여하며 수화열이 낮아 응결은 서서히 진행되고,Silicate 2 lime (2CaO.SiO 2 ) → Contribution to late strength, low heat of hydration, condensation proceeds slowly,

알루민산3석회(3CaO.Al2O3) → 초기응결이 빠르고 수축이 심하며 해수나 오수에 저항성이 약하며,Tricalcium aluminate (3CaO.Al 2 O 3 ) → Fast initial condensation, severe shrinkage, weak resistance to seawater or sewage,

철알루민산4석회(4CaO.Al2O3.Fe2O3) → 수화작용은 빠르지만 강도에 기여하는 것은 적으며 유황 함유물에 대한 저항성이 큰 각각의 특성들이 있다.Tetralimate of iron aluminate (4CaO.Al 2 O 3 .Fe 2 O 3 ) → Fast hydration but little contribution to strength and high resistance to sulfur content.

이를 좀더 상세하게 설명하면 다음과 같다.This will be described in more detail as follows.

본 발명 산업폐기물을 이용한 연약지반 및 슬러지 처리용 고화제 조성물은 기존 고화제와는 다르게 산업 폐기물들을 이용하여 고화제를 제조하는 것이며 여기에 시중에 판매되는 시멘트나 무수석고 등은 분말도가(비 표면적: 2,800㎠ /gr~3,200㎠/gr) 낮아 에트린자이트의 생성이 늦기 때문에 이를 촉진시키기 위하여 시멘트와 무수석고를 4,000㎠/gr~5,000㎠/gr 사이로 미분쇄하여 혼합함으로써 반응성을 높게 만들어주며, 산업 폐기물인 플라이애시나 고로슬래그는 자체로서는 수경성이 없지만 상기 시멘트나 무수석고, 기타 자극제로 인하여 에트린자이트의 수화반응을 빠르게 촉진시켜 초기 및 장기강도를 향상시킨다.The solidification composition for treating soft ground and sludge treatment using the industrial waste of the present invention, unlike the existing solidifying agent, prepares the solidifying agent using industrial wastes. Surface area: 2,800㎠ / gr ~ 3,200㎠ / gr) The production of ethrinite is low, so the cement and anhydrous gypsum are mixed and pulverized between 4,000cm2 / gr ~ 5,000cm2 / gr to promote high reactivity. In addition, fly ash or blast furnace slag, which is an industrial waste, is not hydrophobic in itself, but accelerates the hydration reaction of ethrinzite due to the cement, anhydrous gypsum, and other stimulants to improve initial and long-term strength.

본 발명에서 조성물의 화학성분은 표 1과 같다.Chemical composition of the composition in the present invention is shown in Table 1.

Figure 112006030682403-pat00001
Figure 112006030682403-pat00001

이처럼 표 1에 나타난 바와 같이 조성물의 조합으로 만들어진 본 발명은 자체 수경성이 없는 플라이 애시나 고로슬래그를 생석회의 주성분인 산화칼슘과 시멘트와 무수석고 등을 첨가함으로써 하수를 처리할 때 발생하는 각종 슬러지(Sludge)나 산업 폐기물 슬러지와 기타 간척지나 연약지반 개량 등 광범위하게 적용 그들과 빠르게 반응하여 수분 감소 및 무수석고에 의하여 초기강도향상과 고로슬래그에 의해 장기강도에까지 영향을 주어 유해 폐기물속에 혼합되어 있는 중금속 등을 용출되지 않도록 빠른 시간에 슬러지와 반응하여 안정한 경화체를 형성함으로써 토양이나 지하수를 오염시키지 않는 역할을 한다.As shown in Table 1, the present invention made of a combination of the composition is a variety of sludge generated when treating the sewage by adding a fly ash or blast furnace slag without the hydraulic composition itself, calcium oxide, cement and anhydrous gypsum (main component of quicklime) Sludge) or industrial waste sludge and other reclaimed land or soft ground improvement, etc. Widely applied, and reacts with them rapidly to reduce the moisture and increase the initial strength by blast furnace slag, which is influenced to long-term strength by heavy gypsum. It does not contaminate soil or ground water by forming a stable hardened body by reacting with sludge in a short time so as not to elute.

특히 본 발명은 SiO2(산화규소), CaO(산화칼슘), Al2O3(산화알루미늄), 무수황산(SO3)등의 주성분으로 이루어져 있으며, 그외 기타 Fe2O3(산화철)등 미량 원소들로 조성되어있다.In particular, the present invention consists of main components such as SiO 2 (silicon oxide), CaO (calcium oxide), Al 2 O 3 (aluminum oxide), sulfuric anhydride (SO 3 ), and other traces of Fe 2 O 3 (iron oxide). It is composed of elements.

상기의 성분들이 각종 슬러지나 간척지의 토양의 수분과 반응하였을 때When the above components react with the moisture of the soil of various sludges or reclaimed land

슬러지(Sludge)와 같은 고화대상물 + CaO → 수분이 흡수된 소석회(Ca(OH)2)Solidified objects such as sludge + CaO → calcined lime (Ca (OH) 2 )

CaO + H2O → Ca(OH)2 CaO + H 2 O → Ca (OH) 2

56.08 + 18 → 74.0856.08 + 18 → 74.08

1g + 0.32g → 1.32g 1g + 0.32g → 1.32g

상기에서 나타난 바와 같이 1g의 생석회가 0.32g의 물을 필요로 한다.As indicated above, 1 g of quicklime requires 0.32 g of water.

Al2O3 nSiO2 → Alm(OH)n SimOn 고분자화Al 2 O 3 nSiO 2 → Alm (OH) n SimOn polymerization

상기 알루미늄이나 가용성 규산염은 이온 교환능력을 가지고 산성영역에서는 양이온, 알칼리 영역에서는 음이온과 양성의 교환능력이 있다.The aluminum or soluble silicate has an ion exchange capacity and a positive exchange capacity with an anion in an acidic region with a cation and an alkaline region.

또한, 알루미늄이나 가용성 규산염은 대개 광물성 미량원소를 함유하고 수중에 용출하여 촉매역할을 지닌다. 한편, 광물성 미량원소는 산화촉매로서 활동하고 녹아있는 금속류와 흡착(吸着)되며 수용성 유기물을 불용성 물질로 바꾸는 작용을 한다.In addition, aluminum or soluble silicates usually contain mineral trace elements and elute in water to act as a catalyst. Mineral trace elements, on the other hand, act as an oxidation catalyst, adsorb with dissolved metals, and convert water-soluble organics into insoluble materials.

Al2O3 → Al2(OH)3 + Alm(OH)n → 중축합 수산화알루미늄Al 2 O 3 → Al 2 (OH) 3 + Alm (OH) n → polycondensation aluminum hydroxide

상기와 같이 산화알루미늄은 콜로이드상의 수산화알루미늄과 중축합 알루미늄(이온화)이 되어 부유 현탁물이 입자 간 전위전하를 재촉하여 입자를 붕괴미립자화하여 소수성의 응결체를 형성한다.As described above, the aluminum oxide becomes colloidal aluminum hydroxide and polycondensation aluminum (ionization), and the suspended suspension promotes the potential charge between particles to disintegrate and atomize the particles to form hydrophobic aggregates.

또한, 시멘트에 함유된 규산3석회(3CaO.SiO2 ), 규산2석회(2CaO.SiO2 ), 알루민산3석회(3CaO.Al2O3 ), 철알루민산4석회(4CaO.Al2O3.Fe2O3 )와 무수석고(CaSO4)가 작용하여 에트린자이트(3CaOAl2O33CaSO432H2O)라는 광물로 응결조절 및 유해한 중금속류의 고화에 유효한 물질로 결합한다.Further, the cement contained in the lime silicate 3 (3CaO.SiO 2), 2-lime silicate (2CaO.SiO 2), 3-lime aluminate (3CaO.Al 2 O 3), iron aluminate 4 Lime (4CaO.Al 2 O 3 .Fe 2 O 3 ) and anhydrous gypsum (CaSO 4 ) act as a mineral called ethrinzite (3CaOAl 2 O 3 3CaSO 4 32H 2 O) to bind as an effective substance for coagulation control and solidification of harmful heavy metals.

위에서와 같이 본 발명은 각종 슬러지나 고화대상물에 포함되어 있는 수분에 의해 수화반응이 진전되며 시멘트의 규산 석회수화물에 의한 수경성으로 많은 량의 석회설포알루미네이트의 생성과 슬러지나 토양 속의 광물 등과 화학반응, 즉 포졸 란 반응 등에 의하여 고화됨으로 슬러지나 지반안정제로서 유효하게 작용한다.As described above, in the present invention, the hydration reaction is advanced by moisture contained in various sludges and solidification objects, and the chemical reactions such as the production of a large amount of lime sulfoaluminate with hydraulicity by the silicate lime hydrate of cement That is, it acts effectively as sludge or ground stabilizer by solidifying by pozzolanic reaction.

아울러 상기와 같은 반응은 위에서도 언급하였듯이 연약지반 및 슬러지 처리용 고화제는 수화반응시 많은 량의 물을 필요로 한다. 따라서 많은 양의 물을 고화대상물에서 흡수하여 고화작용을 일으키므로 고화대상물의 탈수효과가 증대된다.In addition, as mentioned above, as mentioned above, the softener for treating the soft ground and the sludge requires a large amount of water during the hydration reaction. Therefore, a large amount of water is absorbed from the solidification object to cause a solidification effect, thereby increasing the dehydration effect of the solidification object.

따라서 본 발명은 자체 수경성(水硬性)이 없는 플라이애시나 고로수쇄슬래그를 생석회의 주성분인 산화칼슘, 시멘트, 무수석고 등을 포함함으로써 슬러지 또는 연약지반에 적용하여 빠르게 반응하여 수분 감소 및 무수석고에 의하여 초기 강도향상됨은 물론 고로수쇄슬래그에 의해 장기강도에까지 영향을 주어 유해 폐기물속에 혼합되어 있는 중금속 등을 용출되지 않도록 짧은 시간에 슬러지와 반응하여 안정한 경화체를 형성함으로써 토양이나 지하수를 오염을 사전에 방지하게 된다.Therefore, the present invention includes a fly ash or blast furnace slag that does not have its own hydraulic properties, including calcium oxide, cement, anhydrous gypsum, which are the main components of quicklime, and reacts quickly to sludge or soft ground to reduce moisture and to anhydrous gypsum. By improving the initial strength as well as the long-term strength by the blast furnace slag, it reacts with the sludge in a short time so as not to elute the heavy metals mixed in the hazardous waste to form a stable hardening body to prevent contamination of the soil or groundwater in advance. Done.

이처럼 상기와 같이 본 발명의 실시한 예에 대하여 상세히 설명하였으나, 본 발명의 권리범위는 이에 한정되지 않으며, 본 발명의 실시한 예와 실질적으로 균등의 범위에 있는 구성까지 본 발명의 권리범위에 포함됨은 당연할 것이다.As described above, the embodiment of the present invention has been described in detail, but the scope of the present invention is not limited thereto, and it is natural that the scope of the present invention is included in the scope of the present invention up to the configuration substantially equivalent to the embodiment of the present invention. something to do.

본 발명은 산업폐기물인 플라이애시 및 고로수쇄슬래그와 생석회, 무수석고, 시멘트 등을 일정한 분말도를 갖도록 분쇄하여 단위 표면적을 증대시킴으로써 에트린자이트의 생성을 빠르게 활성화하여 연약지반 또는 슬러지의 고화작용을 촉진할 수 있는 장점을 갖는다.The present invention crushes fly ash and blast furnace slag and industrial limes, quicklime, anhydrous gypsum, cement, etc. to have a certain powder degree to increase the unit surface area to quickly activate the production of ethrinite to solidify the soft ground or sludge Has the advantage of promoting.

또한, 본 발명은 연약지반 또는 슬러지를 신속하게 고화처리 함으로써 슬러 지 등에서 배출되는 중금속으로 인한 토양 및 지하수의 오염을 사전에 방지할 수 있는 장점을 갖는다.In addition, the present invention has the advantage of preventing the contamination of the soil and ground water due to heavy metals discharged from the sludge by solidifying the soft ground or sludge quickly.

특히 본 발명은 산업폐기물로 분류되던 플라이애시 및 고로수쇄슬래그 등을 고부가가치의 자원으로 재활용하여 경제적인 이익을 창출할 수 있는 매우 유용한 발명인 것이다.In particular, the present invention is a very useful invention that can generate economic benefits by recycling fly ash and blast furnace slag, which was classified as industrial waste, as a high value-added resource.

Claims (1)

각종 산업공정 중에서 발생하는 폐기물인 플라이애시, 고로수쇄슬래그 및 생석회, 무수석고, 시멘트, 가리명반을 일정한 분말도를 갖도록 분쇄하여 고화작용을 촉진시키기 위한 연약지반 및 슬러지 처리용 고화제 조성물에 있어서,In the solidifying agent composition for soft ground and sludge treatment to accelerate the solidification action by grinding fly ash, blast furnace slag and quicklime, anhydrous gypsum, cement, rock cover, etc. 상기 플라이애시는 분말도 4,000㎠/gr 이상의 30~60 중량부, 상기 고로수쇄슬래그는 분말도 4,000~6,000㎠/gr의 10~40 중량부, 상기 생석회는 순도 90% 이상이며 분말도 4,000㎠/gr 이상의 5~20 중량부, 상기 무수석고는 순도 90% 이상이며 분말도 5,000㎠/gr 이상의 5~20 중량부, 상기 시멘트는 분말도 4,000~5,000㎠/gr의 10~40 중량부, 상기 가리명반은 무수석고 100 중량부 대비 5~15 중량부를 포함하는 것을 특징으로 하는 산업폐기물을 이용한 연약지반 및 슬러지 처리용 고화제 조성물.The fly ash is 30 to 60 parts by weight of the powder degree of 4,000 cm 2 / gr or more, the blast furnace slag is 10 to 40 parts by weight of the powder degree of 4,000 ~ 6,000 cm 2 / gr, the quicklime is more than 90% purity and the powder is 4,000 cm 2 / 5-20 parts by weight or more of gr, the anhydrous gypsum has a purity of 90% or more, 5-20 parts by weight of powder of 5,000 cm 2 / gr or more, the cement is 10-40 parts by weight of powder of 4,000-5,000 cm 2 / gr, the girly Alum is a soft ground and sludge treatment solidifying composition using industrial waste, characterized in that it comprises 5 to 15 parts by weight relative to 100 parts by weight of anhydrous gypsum.
KR1020060039254A 2006-05-01 2006-05-01 A solidification agent for soft ground and sludge improvement strengthen using industrial waste KR100648461B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020060039254A KR100648461B1 (en) 2006-05-01 2006-05-01 A solidification agent for soft ground and sludge improvement strengthen using industrial waste

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020060039254A KR100648461B1 (en) 2006-05-01 2006-05-01 A solidification agent for soft ground and sludge improvement strengthen using industrial waste

Publications (1)

Publication Number Publication Date
KR100648461B1 true KR100648461B1 (en) 2006-11-28

Family

ID=37713156

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020060039254A KR100648461B1 (en) 2006-05-01 2006-05-01 A solidification agent for soft ground and sludge improvement strengthen using industrial waste

Country Status (1)

Country Link
KR (1) KR100648461B1 (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101035683B1 (en) 2010-07-26 2011-05-19 손우흥 Soil stabilizer with ultra fine fly-ashes and sdwm for consolidated layers in soft ground
KR101129393B1 (en) * 2009-11-16 2012-03-26 한국지질자원연구원 Blast furnace slag cement synthetic method and blast furnace slag cement produced by this method
KR101174992B1 (en) 2010-06-28 2012-08-17 김정민 the sludge solidify composition
KR102133154B1 (en) * 2020-04-24 2020-07-10 케이원산업 주식회사 System of manufacturing firming agent for civil enqineering of soft ground using blast furnace slag and fly ash
KR102133152B1 (en) * 2020-04-13 2020-07-13 케이원산업 주식회사 firming agent for civil enqineering of soft ground using blast furnace slag and fly ash and method for manufacturing thereof
CN111410468A (en) * 2020-05-14 2020-07-14 广东华泱技术有限公司 Application of river channel solid waste on roadbed material
KR102133153B1 (en) * 2020-04-13 2020-07-22 케이원산업 주식회사 firming agent for civil enqineering of soft ground using blast furnace slag and fly ash and method for manufacturing thereof
CN111943625A (en) * 2020-08-21 2020-11-17 河南省交通规划设计研究院股份有限公司 Soft soil curing agent
KR20210076549A (en) * 2019-12-16 2021-06-24 수에너지 주식회사 Grouting material for underground heat exchangers and method of construction using the same

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR970027268A (en) * 1996-08-07 1997-06-24 유성용 Solidifying agent for soft ground improvement
JPH09279142A (en) * 1996-04-15 1997-10-28 Murakashi Sekkai Kogyo Kk Solidifying material for stabilizing treatment of soil property
JP2005187620A (en) * 2003-12-25 2005-07-14 Toa Harbor Works Co Ltd Solidifier composition
KR20050081980A (en) * 2004-02-17 2005-08-22 기초소재 주식회사 Compositions of solidifying agent for ground improvement of highly water-containing soil

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09279142A (en) * 1996-04-15 1997-10-28 Murakashi Sekkai Kogyo Kk Solidifying material for stabilizing treatment of soil property
KR970027268A (en) * 1996-08-07 1997-06-24 유성용 Solidifying agent for soft ground improvement
JP2005187620A (en) * 2003-12-25 2005-07-14 Toa Harbor Works Co Ltd Solidifier composition
KR20050081980A (en) * 2004-02-17 2005-08-22 기초소재 주식회사 Compositions of solidifying agent for ground improvement of highly water-containing soil

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101129393B1 (en) * 2009-11-16 2012-03-26 한국지질자원연구원 Blast furnace slag cement synthetic method and blast furnace slag cement produced by this method
KR101174992B1 (en) 2010-06-28 2012-08-17 김정민 the sludge solidify composition
KR101035683B1 (en) 2010-07-26 2011-05-19 손우흥 Soil stabilizer with ultra fine fly-ashes and sdwm for consolidated layers in soft ground
KR20210076549A (en) * 2019-12-16 2021-06-24 수에너지 주식회사 Grouting material for underground heat exchangers and method of construction using the same
KR102400336B1 (en) * 2019-12-16 2022-05-23 수에너지 주식회사 Grouting material for underground heat exchangers and method of construction using the same
KR102133152B1 (en) * 2020-04-13 2020-07-13 케이원산업 주식회사 firming agent for civil enqineering of soft ground using blast furnace slag and fly ash and method for manufacturing thereof
KR102133153B1 (en) * 2020-04-13 2020-07-22 케이원산업 주식회사 firming agent for civil enqineering of soft ground using blast furnace slag and fly ash and method for manufacturing thereof
KR102133154B1 (en) * 2020-04-24 2020-07-10 케이원산업 주식회사 System of manufacturing firming agent for civil enqineering of soft ground using blast furnace slag and fly ash
CN111410468A (en) * 2020-05-14 2020-07-14 广东华泱技术有限公司 Application of river channel solid waste on roadbed material
CN111943625A (en) * 2020-08-21 2020-11-17 河南省交通规划设计研究院股份有限公司 Soft soil curing agent

Similar Documents

Publication Publication Date Title
KR100648461B1 (en) A solidification agent for soft ground and sludge improvement strengthen using industrial waste
Cheah et al. Recent advances in slag-based binder and chemical activators derived from industrial by-products–A review
KR100919620B1 (en) The artificial soil composition and its manufacturing method that using the industrial by-product for recovering an abandoned quarry mining
US4375986A (en) Process for treating liquids wastes possessing a strong acidity
KR100648827B1 (en) Solidifying agent for sludge, hardened product using the same and manufacturing method of the building materials using the hardended product
KR101112719B1 (en) The solidification block composition and its manufacturing method that using the sludge and inorganic waste resources
KR100796722B1 (en) Method for solidifying sewage sludge
KR101174617B1 (en) Nature-friendly covering material using no-cement type composite for stabilizing ground
KR100771490B1 (en) Manufacturing method of solidification agent for organic or inorganic waste resources
KR102133152B1 (en) firming agent for civil enqineering of soft ground using blast furnace slag and fly ash and method for manufacturing thereof
JP2005146275A (en) Agent for improving, solidifying, and stabilizing soil and its quality
KR20140092699A (en) Sludge solidified agent and menufacturing method of artificial soil usign the same
JP2017145294A (en) Agent and method for inhibiting the elution of harmful material
KR100375407B1 (en) method of manufacturing solity for preventing heavy metals from being occurred in wastes and solity manufactured by the same
JPH10165920A (en) Nodulizing agent of slurry and solidifying agent using the same
KR100948658B1 (en) Method for solidifying sewage sludge
Shi Hydraulic cement systems for stabilization/solidification
KR100935204B1 (en) Solity of high hardened using solidity material and method of manufacturing solity
JP4129832B2 (en) Mud improvement solidification stabilizer
KR20090070263A (en) Environmental friendly soil stabilizer
KR100375408B1 (en) Solidity material for reapplication of waste
KR100757360B1 (en) Retreat method of organic or inorganic waste resources
JP5077777B2 (en) Elution reduction material and elution reduction treatment method
KR100423410B1 (en) Stabilization material of sewage sludge
JP7497116B2 (en) Soil solidification agent

Legal Events

Date Code Title Description
A201 Request for examination
A302 Request for accelerated examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20121115

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20130902

Year of fee payment: 8

FPAY Annual fee payment

Payment date: 20140901

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20150930

Year of fee payment: 10

FPAY Annual fee payment

Payment date: 20160923

Year of fee payment: 11

FPAY Annual fee payment

Payment date: 20171109

Year of fee payment: 12

FPAY Annual fee payment

Payment date: 20190930

Year of fee payment: 14