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公开(公告)号：KR101241818B1
公开(公告)日：2013-03-15
申请号：KR1020120088505
申请日：2012-08-13
申请人： 주식회사 코뉴 , 주식회사 씨엠디기술단
CPC分类号： E02D29/025 , A01G9/025 , C04B14/06 , C04B18/067 , C04B35/634 , E02B3/14 , E02D17/205 , E04B2/48
摘要： PURPOSE: A vegetation block for a reinforcement wall utilizing non-sintered cement and a manufacturing method are provided to improve permeability, durability and intensity and to grow plants well by excellent water absorption and moistness. CONSTITUTION: A vegetation block(100) for a reinforcement wall utilizing non-sintered cement comprises a front portion(110), a rear portion(120), and a vegetation groove(130). The front portion is formed in order to protrude from the rear portion and includes non-sintered cement, an intensity development material, sand, pigment, and red clay. The rear portion comprises a center portion(121) and a latching projection(126) and includes the non-sintered cement, aggregate, the intensity development material, and vermiculite. The vegetation groove is formed in between the front and rear portions.
摘要翻译： 目的：提供一种利用非烧结水泥的加固墙的植被块和制造方法，以提高渗透性，耐久性和强度，并通过优异的吸水性和湿度良好地种植植物。 构造：用于使用非烧结粘结剂的加固壁的植被块（100）包括前部（110），后部（120）和植被沟槽（130）。 前部形成为从后部突出并且包括非烧结水泥，强度显影材料，砂，颜料和红粘土。 后部包括中心部分（121）和闭锁突起（126），并且包括非烧结水泥，骨料，强度显影材料和蛭石。 植被沟槽形成在前部和后部之间。
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公开(公告)号：KR101241820B1
公开(公告)日：2013-03-18
申请号：KR1020120088503
申请日：2012-08-13
申请人： 주식회사 코뉴 , 주식회사 씨엠디기술단
CPC分类号： Y02W30/91 , E02D29/02 , C04B18/067 , C04B24/2611 , C04B24/2623 , E02B3/14 , E02D17/205 , E04B2/02
摘要： PURPOSE: A retaining wall block by using non-sintered cement and a method thereof is provided to have improved strength and durability and to prevent collapse due to rain water and river water. CONSTITUTION: A retaining wall(100) block by using non-sintered cement comprises a lower layer(110) and an upper layer(120) which is formed on an upper part of the lower layer. The lower layer is formed by mixing non-sintered cement, aggregate, and a strength enhancer. The upper layer is formed by mixing non-sintered cement, sand, pigment, red clay, petro-form extract, aggregate, and a strength enhancer.
摘要翻译： 目的：提供使用非烧结水泥的挡土墙块及其方法，以提高强度和耐久性，并防止由于雨水和河水而引起的塌陷。 构成：通过使用非烧结胶泥的挡土墙块（100）包括下层（110）和形成在下层的上部上的上层（120）。 下层通过混合非烧结水泥，骨料和强度增强剂而形成。 上层通过混合非烧结水泥，砂，颜料，红粘土，石油化合物提取物，骨料和强度增强剂而形成。
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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
申请人： 주식회사 씨엠디기술단 , 주식회사 대웅
CPC分类号： Y02W30/94 , C09K17/42 , C04B14/10 , C04B22/004 , C04B28/08 , C04B2103/34 , C04B2111/70 , C04B2201/05 , E02D3/12
摘要： 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.
摘要翻译： 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
申请人： 주식회사 씨엠디기술단 , 주식회사 대웅
IPC分类号： C09K17/06 , C09K17/40 , C09K103/00
摘要： 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%.
摘要翻译： 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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公开(公告)号：KR1020140092699A
公开(公告)日：2014-07-24
申请号：KR1020130005084
申请日：2013-01-16
申请人： 주식회사 씨엠디기술단 , 주식회사 대웅
摘要： The present invention relates to a solidifying agent for efficient solidification of high moisturized sludge such as wastewater sludge, and a manufacturing method of soil cement using the same, and, more specifically, to a high moisturized sludge solidifying agent capable of rapidly reducing the moisture content of high moisturized sludge such as wastewater sludge by using the absorption activity, the exothermic activity and the volume expansion activity of CaO included at a large amount in petro cokes desulfurized gypsum discharged in an in-furnace desulfurization type fluidized bed boiler, and to a manufacturing method of soil cement using the same. The high moisturized sludge solidifying agent according to the present invention includes 5-1,000 parts by weight of paper sludge ashes having 20-70% of a calcium oxide content, to 100 parts by weight of petro cokes ashes discharged from an in-furnace desulfurization type fluidized bed boiler, and having 50-80% of a calcium oxide (CaO) content and 10-40% of a sulfur oxide (SO3) content.
摘要翻译： 本发明涉及一种用于高效固化废水污泥的高保湿污泥的固化剂，以及使用该固化剂的土壤水泥的制造方法，更具体地说，涉及能够快速降低水分含量的高保湿性污泥固化剂 通过使用在炉内脱硫型流化床锅炉中排出的石油焦炭脱硫石膏中大量含有的CaO的吸收活性，放热活性和体积膨胀活性的废水污泥等高保湿污泥，以及制造 土壤水泥使用方法。 根据本发明的高保湿性污泥固化剂，包含5-100重量份的具有20-70％氧化钙含量的纸泥灰，相对于从炉内脱硫型排出的100重量份石油焦炭灰 流化床锅炉，并且具有50-80％的氧化钙（CaO）含量和10-40％的硫氧化物（SO 3）含量。
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公开(公告)号：KR101380327B1
公开(公告)日：2014-05-22
申请号：KR1020120045285
申请日：2012-04-30
申请人： 주식회사 씨엠디기술단 , 주식회사 대웅
IPC分类号： C09K17/06 , C09K17/08 , C09K103/00
摘要： 본 발명은 저알칼리 저강도 및 초속경성을 갖는 유동화 되메움재용 고화재조성물에 관한 것으로, 보다 상세하게는 도시 내의 지중 송전관로, 가스관로, 상수도관로 등을 매설하기 위한 굴착 공사 후 현장 발생토와 고화재를 혼합하여 유동성이 있는 고화토를 제조한 후 이를 굴착부분과 관로의 배면에 채우고 양생하는 공사과정에서 사용되는 재료로서, 소각잔재에 다량 함유된 CaO의 발열반응과 체적팽창작용을 이용하여 토양의 간극수를 제거하고 함수율을 저감하여 토양을 조속히 안정시키는 유동화 되메움재용 고화재조성물에 관한 것이다.
본 발명에 의한 저알칼리 저강도 및 초속경성을 갖는 유동화 되메움재용 고화재는 산화칼슘(CaO) 함량이 35%~70%인 제지슬러지 소각잔재 100중량부에 대하여, 폴리실리콘제조공정 부산물인 SAS(Sodium Aluminium Sulfate) 또는 SAF(Sodium Aluminium Fluoride) 20~30중량부, 고로슬래그미분말 30~50중량부, 페트롤코우크스 탈황석고 20~40중량부, 황산염자극제 5~10중량부 및 유동화제분말 1~5중량부를 포함한다.-
公开(公告)号：KR101377552B1
公开(公告)日：2014-03-24
申请号：KR1020120045274
申请日：2012-04-30
申请人： 주식회사 씨엠디기술단
CPC分类号： Y02W30/91
摘要： 본발명은시멘트를사용하지않는연약지반매입말뚝시공용밀크주입재조성물에관한것으로, 보다자세하게는밀크주입재의주원료인고로슬래그미분말과고칼슘플라이애시등의비정질물질을활성화시켜강도를발현하고부원료로사용되는소각잔재에다량함유된 CaO의흡수, 발열반응과체적팽창작용을이용하여천공구멍과매입말뚝사이에존재할수 있는지하수에의한밀크액의유실을방지하여매입말뚝의선단지지력및 주면마찰력을기존시멘트밀크액에비하여크게향상시키는매입말뚝밀크주입재조성물에관한것이다. 본발명에의한매입말뚝시공용밀크주입재는산화칼슘(CaO) 함량이 30%~60%인석탄재 100중량부에대하여, 고로슬래그미분말 100~300중량부, 페트롤코우크스탈황석고 20~100중량부, 황산염자극제 20~50중량부를포함한다.
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公开(公告)号：KR1020130122164A
公开(公告)日：2013-11-07
申请号：KR1020120045274
申请日：2012-04-30
申请人： 주식회사 씨엠디기술단
CPC分类号： Y02W30/91 , C09K17/02 , C04B18/08 , C04B18/141 , C04B22/008 , C04B22/145 , C04B2111/00732 , E02D3/12
摘要： The present invention relates to a milk injection agent composition for construction of bored piles on soft ground without using cement, and more specifically to a milk injection composition that greatly improves end bearing capacity and skin friction force of bored piles in comparison with existing cement milk liquids by activating amorphous materials such as blast furnace fine particles and high-calcium fly ashes as a main ingredient for the milk injection agent to manifest strength, and by preventing loss of the milk liquid due to underground water that may exist between drilled holes and bored files with utilization of absorption , exothermal reaction of CaO contained in a large quantity in incinerated residues used as a subsidiary raw material. Milk injection agent for construction of bored piles according to the present invention contains; 100 parts by weight of coal ashes with a CaO content of 30%~60%, 100~300 parts by weight of blast furnace fine particles, 20~100 parts by weight of petrol cokes desulfurized gypsum, and 20~50 parts by weight of sulfate activator.
摘要翻译： 本发明涉及一种用于在不使用水泥的情况下在软土地上构造钻孔桩的乳液注射剂组合物，更具体地涉及与现有水泥乳液相比大大提高钻孔桩的端部承载能力和表面摩擦力的乳液注射组合物 通过激活高炉微粒和高钙飞灰等无定形材料作为乳液注射剂的主要成分来表现出强度，并且防止钻孔和钻孔文件之间可能存在的由于地下水引起的乳液的损失 利用吸收，大量含有CaO的放热反应用作辅助原料的焚烧残渣。 根据本发明的用于构造钻孔桩的注射剂含有： 100重量份CaO含量为30％〜60％的煤灰，100〜300重量份高炉微粒，20〜100重量份汽油焦炭脱硫石膏，20〜50重量份 硫酸盐活化剂。
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公开(公告)号：KR101289825B1
公开(公告)日：2013-07-26
申请号：KR1020110097233
申请日：2011-09-27
申请人： 주식회사 씨엠디기술단
摘要： 본 발명은 하수슬러지 등 유기성 슬러지를 효과적으로 고화처리하기 위한 고화제 및 이를 이용한 인공토양 제조방법에 관한 것으로서, 보다 상세하게는 제지슬러지 소각재와, 고칼슘 슬래그 분진에 다량 함유된 CaO의 흡수, 발열 및 부피팽창 작용을 이용하여 하수슬러지 등 고함수 슬러지의 함수율을 저감시켜 인공토양을 제조하고, 제조된 인공토양에 산성물질을 추가로 혼합하여 높은 알칼리에 의한 암모니아 냄새 등 악취의 발생을 근원적으로 차단하는 유기성 슬러지 고화제 및 이를 이용한 인공토양 제조방법에 관한 것이다.
본 발명에 의한 유기성 슬러지 고화제는 산화칼슘(CaO) 함량이 35~70중량%인 제지슬러지소각재 100중량부에 대하여, 산화칼슘(CaO) 함량이 40~80중량%인 고칼슘 슬래그 분진 10~200중량부를 포함한다.-
公开(公告)号：KR1020140141354A
公开(公告)日：2014-12-10
申请号：KR1020130063024
申请日：2013-05-31
申请人： 주식회사 씨엠디기술단
CPC分类号： Y02W30/94
摘要： 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.摘要翻译： 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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