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公开(公告)号：KR1020170038135A
公开(公告)日：2017-04-06
申请号：KR1020150137200
申请日：2015-09-29
Applicant: 주식회사 씨엠디기술단
Abstract: 본발명은콘크리트용결합재조성물에관한것으로서, 보다상세하게는보통포틀랜드시멘트를전혀사용하지않기때문에생산원가절감은물론천연자원및 에너지고갈문제와이산화탄소배출에의한환경오염문제를동시에해결할수 있는콘크리트용결합재조성물에관한것이다. 본발명에의한콘크리트용결합재조성물은고로슬래그시멘트 100중량부에대하여, 고로슬래그미분말 5~1,000중량부와, 가압유동층보일러의로내탈활공정중에생성되며 CaO함량이 50~75중량%인석유코크스연소재 5~500중량부를포함한다.
Abstract translation: 本发明涉及一种用于混凝土的粘合剂组合物，更具体地说，通常的混凝土，其可以解决由它引起的完全不使用水泥的生产成本，以及天然资源和能源枯竭和二氧化碳排放量的同时对环境的污染问题 粘合剂组合物。 按重量高炉矿渣水泥，5-1000份重量的高炉渣细粉末，在正压流态床锅炉和的50〜75％CaO含量（重量）洛夫沙发油焦内侧talhwal步骤中产生的，每100份本发明的用于混凝土的粘结剂组合物 和5至500重量份的软材料。
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公开(公告)号：KR1020160075018A
公开(公告)日：2016-06-29
申请号：KR1020140184415
申请日：2014-12-19
Applicant: 주식회사 씨엠디기술단
IPC: C02F11/14
CPC classification number: C02F11/14
Abstract: 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.
Abstract translation: 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。
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公开(公告)号：KR101619778B1
公开(公告)日：2016-05-12
申请号：KR1020140020507
申请日：2014-02-21
Applicant: 주식회사 씨엠디기술단
CPC classification number: Y02W30/91
Abstract: 본발명은공유수면매립방법에관한것으로서, 보다상세하게는안산석고와토사류를혼합하여포설하지않고번갈아가며층별방식으로포설하는공유수면매립방법에관한것이다. 본발명에의한공유수면매립방법은 1) 인산석고 100중량부에대하여, 고로슬래그미분말 1~30중량부와, CaO 함량 20~70중량%인노내탈황방식유동층보일러소각잔재 1~70중량부를균질하게혼합하여인산석고층매립토를제조하는단계; 2) 상기인산석고층매립토를공유수면에포설하는단계; 및 3) 상기인산석고층매립토의상부에토사류를포설하는단계;를포함한다.
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公开(公告)号：KR1020140103760A
公开(公告)日：2014-08-27
申请号：KR1020130017638
申请日：2013-02-19
Applicant: 주식회사 씨엠디기술단 , 주식회사 대웅
CPC classification number: Y02W30/94 , C09K17/42 , C04B14/10 , C04B22/004 , C04B28/08 , C04B2103/34 , C04B2111/70 , C04B2201/05 , E02D3/12
Abstract: 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.
Abstract translation: 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。
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公开(公告)号：KR1020130122170A
公开(公告)日：2013-11-07
申请号：KR1020120045284
申请日：2012-04-30
Applicant: 주식회사 씨엠디기술단 , 주식회사 대웅
IPC: C09K17/06 , C09K17/40 , C09K103/00
Abstract: 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%.
Abstract translation: 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。
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Patent Agency Ranking
公开(公告)号：KR1020170046515A
公开(公告)日：2017-05-02
申请号：KR1020150146957
申请日：2015-10-21
Applicant: 주식회사 씨엠디기술단
Abstract: 본발명은결합재조성물에관한것으로서, 보다상세하게는건설공사에서가장널리사용되는 1종포틀랜드시멘트의사용량을최소화할뿐만아니라기존시멘트의단점인체적수축문제를해결할수 있는고칼슘연소재를활용한결합재조성물에관한것이다. 본발명에의한고칼슘연소재를이용한결합재는고칼슘연소재 100중량부에대하여, 보통포틀랜드시멘트 5~1,000중량부, 고로슬래그미분말 5~1,000중량부, 플라이애시 5~500중량부를포함한다.
Abstract translation: 本发明涉及一种粘合剂组合物，利用更具体地涉及构造最广泛使用的一种类型的钙不仅可以减少波特兰水泥地址的量的体积收缩的问题在现有的灰水泥中的粘合剂的缺点 ＆lt; 根据本发明的具有钙灰分粘合剂每100份包含按重量计软钙物质，通常的波特兰水泥5-1000重量份高炉炉渣5-1000重量份的飞灰的，5〜500份（重量）组成。
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公开(公告)号：KR101525034B1
公开(公告)日：2015-06-09
申请号：KR1020130070332
申请日：2013-06-19
Applicant: 주식회사 씨엠디기술단
Abstract: 본발명은공유수면매립토조성물에관한것으로서, 보다상세하게는토사류에인산석고를혼합하여공유수면매립토를제조함에있어혼합토의고결강도증진, 중화처리및 유해물질용출방지를위해고로슬래그미분말및 페트로코크스탈황석고를포함하여일반성토및 복토재료기준이상의우수한성능을발휘하면서환경적으로안정한매립토조성물에관한것이다. 본발명에의한토사류에인산석고를혼합한혼합토 100중량부에대하여, 고로슬래그미분말 1~10중량부와, 페트로코크스탈황석고 1~20중량부를포함한다.
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公开(公告)号：KR1020140141354A
公开(公告)日：2014-12-10
申请号：KR1020130063024
申请日：2013-05-31
Applicant: 주식회사 씨엠디기술단
CPC classification number: Y02W30/94
Abstract: 본 발명은 심층혼합공법용 흙 콘크리트 혼합액 조성물에 관한 것으로서, 보다 상세하게는 포틀랜트 시멘트 또는 고로슬래그시멘트와 벤토나이트를 포함하는 고화재의 슬러리를 제조할 때 사용되는 배합수(물)에 고화재의 응결을 촉진하는 알루미네이트계 급결제를 치환하여 고화재와 대상지반의 흙 콘크리트의 강도를 조기에 발현케 하여 토양을 조속히 안정시켜 가시설 공사의 공기를 단축시킬 수 있는 심층혼합공법용 흙 콘크리트 조성물에 관한 것이다.
본 발명에 의한 심층혼합교반용 흙 콘크리트 조성물은 흙 100중량부에 대하여, 시멘트 또는 고로슬래그 시멘트 10 내지 50중량부와, 배합수 10 내지 100중량부를 포함하며, 상기 배합수 100중량부에 대하여 알루미네이트계 급결제를 10 내지 120 중량부 더 포함한다.Abstract translation: 本发明涉及一种深混合土壤混凝土组合物，更具体地说涉及一种深混合土壤混凝土组合物，该混凝土组合物能够通过显示水泥土壤混凝土的强度快速稳定土壤，从而减少临时设施的施工周期 并且通过在制造包括波特兰水泥或高炉矿渣水泥和膨润土的水泥浆料时使用的混合水替代加速水泥固化的铝酸盐基凝固剂的早期阶段。 根据本发明的用于深度混合方法的土壤混凝土组合物包含10-50重量份的水泥或高炉渣水泥和10-100重量份的混合水，基于100重量份的土壤 并且另外包含基于100重量份的混合水的10-120重量份的铝酸盐基固化剂。
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公开(公告)号：KR1020140029907A
公开(公告)日：2014-03-11
申请号：KR1020120096159
申请日：2012-08-31
Applicant: 주식회사 씨엠디기술단
CPC classification number: Y02W30/92 , Y02W30/94 , C04B18/141 , C04B18/08 , C04B22/145 , C09K17/10
Abstract: The present invention relates to a fast hardening solidification agent for a deep mixing method on sea and, more particularly, to a fast hardening solidification agent for a deep mixing method on sea, in which blast furnace slag cements are used as a main material and waste calcium hydroxide and petrol cokes desulfurized plaster generated as by-products of a desulfurization process in a steel mill are used in combination as a stimulant to impart fast hardening properties for promoting the strength development of the blast furnace slag cements. Thus, the latent hydraulicity of the powder of the blast furnace slag may be activated, and cementation strength may be developed. To solve the above-described technical tasks, the fast hardening solidification agent for a deep mixing method on sea includes 5-60 parts by weight of the waste calcium hydroxide and 5-60 parts by weight of the petrol cokes desulfurized plaster generated as by-products of a desulfurization process in a steel mill based on 100 parts by weight of the blast furnace slag cements. [Reference numerals] (AA) DCM interior combining test flowchart; (BB) Collect a sample; (CC) Cement; (DD) Water(Seawater); (EE) Specimen; (FF) Cement slurry; (GG) Mixing(for 10 minutes); (HH) Mold packing; (II) Manufacture a test piece (diameter 5cm, height 10cm); (JJ) Curre (curing temperature 20짹3°C) (Humidity, at least 95%); (KK) Compressive strength test
Abstract translation: 本发明涉及一种用于海上深层混合方法的快速硬化固化剂，更具体地涉及一种用于海上深混合法的快速硬化固化剂，其中高炉矿渣水泥用作主要材料和废物 将作为炼铁厂脱硫工序副产物产生的氢氧化钙和汽油焦炭脱硫石灰作为兴奋剂组合使用，赋予高炉渣水泥的强度发展快速的硬化性能。 因此，可以激活高炉渣的粉末的潜在水平，并且可以开发胶结强度。 为了解决上述技术任务，海上深混合快速硬化固化剂包括5-60重量份的废氢氧化钙和5-60重量份作为副产物生成的汽油焦炭脱硫石膏， 基于100重量份的高炉矿渣水泥在钢厂中脱硫工艺的产品。 （标号）（AA）DCM内部组合试验流程图; （BB）收集样品; （CC）水泥; （DD）水（海水）; （EE）样品; （FF）水泥浆; （GG）混合（10分钟）; （HH）模具包装; （二）制作试片（直径5cm，高10cm）; （JJ）Curre（固化温度20짹3℃）（湿度至少95％）; （KK）抗压强度试验
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公开(公告)号：KR1020130134414A
公开(公告)日：2013-12-10
申请号：KR1020120057897
申请日：2012-05-31
Applicant: 주식회사 씨엠디기술단
CPC classification number: A01G13/00 , A01G13/0262 , A01M21/00 , E01C15/00
Abstract: The present invention relates to a soil composition for preventing weed growing on the road using an environment-friendly firming agent and a method of constructing soil for preventing weed growing using the same, and, more specifically, to a soil composition for preventing weed growing in a soil-concrete form which prevents weed from producing and growing for the purpose of pedestrian's safe walk on the shoulder of the road and accident prevention by using spoil dredged from a reservoir and river and in-situ soil, and mixing an environment-friendly firming agent without using cement as a bonding agent, and a method of constructing soil for preventing weed growing using the same. The environment-friendly soil composition for preventing weed growing according to the present invention comprises 10-35 parts by weight of a firming agent to 100 parts by weight of soil and sand with a particle size of 40 mm or less, and the firming agent includes 150-250 parts by weight of blast furnace slag fine powder and 20-40 parts by weight of petrol cokes flue gas desulfurization gypsum to 100 parts by weight of the high calcium incineration residue produced in an in-furnace desulfurization type incinerator for combusting coal having 20-60% of the calcium oxide (CaO) content.
Abstract translation: 本发明涉及一种用于防止杂环生长的土壤组合物，其使用环境友好的固化剂和用于防止杂草生长的土壤的施用方法，更具体地涉及用于防止杂草生长的土壤组合物 一种防止杂草生产和生长的道路，通过使用从水库和河流以及原地土壤疏浚的泥土，在道路肩膀上行走安全行走和预防事故，并混合环保型紧固 不使用水泥作为粘合剂的方法，以及使用该方法构建用于防止杂草生长的土壤的方法。 根据本发明的用于防止杂草生长的环境友好的土壤组合物包含10-35重量份的固化剂至100重量份的粒度为40mm或更小的土壤和沙子，并且固化剂包括 150-250重量份高炉矿渣细粉和20-40重量份汽油焦炭烟气脱硫石膏至100重量份在炉内脱硫型焚烧炉中生产的高钙焚烧残渣，用于燃烧煤 20-60％的氧化钙（CaO）含量。
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