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    • 3. 发明公开
    • 중화열을 이용한 고함수 슬러지 탈수재 제조방법 및 그에 의해 제조된 탈수재
    • 含水量高的脱水材料的脱水材料制造方法及其脱胶材料
    • KR1020160075018A
    • 2016-06-29
    • KR1020140184415
    • 2014-12-19
    • 주식회사 씨엠디기술단
    • 강석표문경주음현미
    • C02F11/14
    • C02F11/14
    • 본발명은하수슬러지등 고함수슬러지를탈수처리하기위한탈수재제조방법및 그에의해제조된탈수재에관한것으로서, 보다상세하게는슬러지와혼합시중화열을급속하게발생시키면서도매우안정된상태로보관및 운송이가능한분체형태의고함수슬러지탈수재제조방법및 그에의해제조된탈수재에관한것이다. 본발명에의한중화열을이용한고함수슬러지탈수재제조방법은 1) pH가 4.5~9.5인중성분체 100중량부에대하여, 농도 50~98중량%인황산 20~500중량부를혼합하여혼합물을형성하는단계; 2) 상기혼합물을건조한후 미분쇄하여 pH 1~4인강산성분체를제조하는단계; 및 3) 상기강산성분체 100중량부에대하여, pH 11~13인강알칼리성분체 50~1,000중량부를혼합하는단계;를포함한다.
    • 本发明涉及一种用于制造用于脱水的脱水材料的方法,所述脱水材料用于将含水污泥的高含水污泥及其制造的脱水材料脱水,更具体地说,涉及一种制造高含水量粉末的方法 污泥脱水材料,其可以以高度稳定的状态储存和运输,并且当与污泥和由其制造的脱水材料混合时,快速产生中和热。 根据本发明的使用中和热的高含水污泥脱水材料制造方法包括:1)通过混合20至500重量份浓度为50至98重量%的硫酸形成混合物的步骤, 与100重量份的pH为4.5至9.5的中性粉末; 2)通过在混合物干燥后对混合物进行细微研磨来制造pH为1〜4的强酸性粉末的工序; 和3)将100重量份的强酸性粉末混合50〜1,000重量份的pH为11〜13的强碱性粉末的工序。
    • 5. 发明公开
    • 6가 크롬이 용출되지 않는 심층혼합처리 공법
    • 没有六价铬溶液的深层水泥混合方法
    • KR1020160036525A
    • 2016-04-04
    • KR1020150181054
    • 2015-12-17
    • 주식회사 지안산업주식회사 씨엠디기술단
    • 문경주
    • E02D3/12C09K17/06
    • 본발명은심층혼합처리공법에관한것으로서, 보다상세하게는슬래그와탈황공정부산물이포함된슬러리를이용하여 1종보통시멘트와동등이상성능을발현할수 있을뿐만아니라, 체적팽창작용을이용하여벤토나이트사용을배제할수 있고 6가크롬등 유해성분용출을최소화할수 있는심층혼합처리공법에관한것이다. 본발명에의한심층혼합처리공법은 1) 굴착장비를설계심도까지지중에관입하는단계; 2) 상기굴착장비를다시인발하는단계; 3) 상기 1)단계또는 2)단계중 적어도어느하나의단계에서슬래그와탈황공정부산물을포함하는슬러리를주입하여굴착된지반의토양과혼합하는믹싱단계; 및 4) 상기슬러리를경화시켜양생하는단계;를포함한다.
    • 本发明涉及一种深水泥混合法,更具体地说,涉及一种通过使用含有渣的渣和脱硫工艺副产物,能够实现与普通硅酸盐水泥1相同或更高性能的深水泥混合法,使用 体积膨胀效应以排除使用膨润土,并最小化有害成分如六价铬等的洗脱。 根据本发明,深水泥混合方法包括以下步骤:1)将地下挖掘机互相连接至设计深度; 2)再次挖出挖掘机; 3)通过在1)步骤和2)步骤的至少任一步骤中注入具有炉渣和脱硫过程副产物的浆料,将泥浆和土壤混合在挖掘的地面上; 和4)硬化和固化浆料。
    • 6. 发明公开
    • 심층혼합공법용 흙 콘크리트 조성물
    • 用于深层水泥混合方法的土壤混凝土
    • KR1020140103760A
    • 2014-08-27
    • KR1020130017638
    • 2013-02-19
    • 주식회사 씨엠디기술단주식회사 대웅
    • 문경주박원춘음현미안양진
    • C04B14/10C04B18/14C04B14/04E02D3/12
    • Y02W30/94C09K17/42C04B14/10C04B22/004C04B28/08C04B2103/34C04B2111/70C04B2201/05E02D3/12
    • The present invention relates to a soil concrete composition for a deep mixing method and, more particularly, to a soil concrete composition for a deep mixing method in which sodium silicate is substituted for mixing water (water) that is used in producing slurry of a solidification material containing portland cement or blast furnace slag cement so that solidification material coagulation is accelerated, soil concrete strength of the solidification material and a target rock bed can be realized within a short period of time, soil can be stabilized rapidly, and a temporary facility construction period can be shortened. The soil concrete composition for deep mixing stirring according to the present invention contains 10 to 50 parts by weight of cement or blast furnace slag cement and 6 to 100 parts by weight of mixing water turning the cement or blast furnace slag cement into slurry with respect to 100 parts by weight of soil, and further contains 10 to 120 parts by weight of sodium silicate solution with respect to 100 parts by weight of the mixing water.
    • 本发明涉及一种深混合方法的土壤混凝土组合物,更具体地说,涉及一种用于深混合法的土壤混凝土组合物,其中硅酸钠代替混合水(水),其用于生产固化浆料 含有波特兰水泥或高炉矿渣水泥的材料,加速凝固材料的凝固,可以在短时间内实现凝固材料和目标岩层的土体混凝土强度,土壤可以快速稳定,临时设施施工 时间可以缩短。 根据本发明的用于深拌混合搅拌的土壤混凝土组合物含有10至50重量份的水泥或高炉矿渣水泥和6至100重量份的混合水,将水泥或高炉矿渣水泥相对于 100重量份的土壤,相对于100重量份的混合水,还含有10〜120重量份的硅酸钠溶液。
    • 8. 发明公开
    • 저강도 및 초속경성을 갖는 유동화 되메움재용 고화재 조성물
    • 固化剂组合物
    • KR1020130122170A
    • 2013-11-07
    • KR1020120045284
    • 2012-04-30
    • 주식회사 씨엠디기술단주식회사 대웅
    • 문경주박원춘안양진박성순음현미
    • C09K17/06C09K17/40C09K103/00
    • The present invention relates to solidified agent composition for liquefaction back filling, and more particularly, to solidified agent composition for liquefaction back filling stabilizing soil as quickly as possible by reducing the percentage of water content and removing soil pore water using cubical expansion and exothermic reaction of CaO contained in incinerlator bottom ash as a material used in construction processes where stabilized soil is manufactured by mixing a solidified agent with soil produced in the site after excavation for laying water, gas, and power transmission pipes underground in a city and then is filled and cured in the excavated part and the backside of the pipes. The solidified agent composition for liquefaction back filling in the present invention comprises 80-150 parts by weight of furnace slag powder, 40-100 parts by weight of petrol coke plaster, 5-10 parts by weight of sulphate stimulant, and 1-5 parts by weight of plasticiser powder for 100 parts by weight of paper sludge incinerlator bottom ash of which the content of CaO is 35-70%.
    • 本发明涉及用于液化回填的固化剂组合物,更具体地说,涉及用于液化反渗透稳定化土壤的固化剂组合物,通过降低含水率和除去土壤孔隙水,尽可能快地使用立方膨胀和放热反应 焚烧炉底灰中所含的CaO作为施工过程中使用的材料,其中稳定的土壤是通过混合固化剂与在开挖后生产的土壤中生产的土壤一起制造的,用于在城市地下铺设水,气体和输电管,然后填充, 在挖掘的部分和管道的背面固化。 本发明的液化回填用固化剂组合物包含80-150重量份的炉渣粉末,40-100重量份的汽油焦炭膏,5-10重量份的硫酸盐刺激剂和1-5份 100重量份的CaO含量为35-70%的纸泥焚化炉底灰。