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1. 发明公开

KR1020040078466A 시멘트 킬른 더스트를 이용하여 제조되는 콘크리트 无效
标题翻译：使用水泥烧结炉生产的水泥窑生产的混凝土（CKD）
公开(公告)号：KR1020040078466A
公开(公告)日：2004-09-10
申请号：KR1020030013418
申请日：2003-03-04
申请人： 아세아 주식회사
发明人： 한천구 , 조병영 , 황인성 , 장기영 , 김성수
IPC分类号： C04B18/08
CPC分类号： Y02W30/92 , C04B18/162 , C04B2111/00051
摘要： PURPOSE: Provided is a concrete having improved fluidity, separation resistance, solidification and initial strength by using cement kiln dust(CKD) generated from sintering of cement clinker. CONSTITUTION: The concrete is produced by mixing cement, aggregate and 5-40wt.% of cement kiln dust for cement or fine aggregate for 10-180sec, wherein the cement kiln dust is mainly fine lime stone powder, byproduct generated in clinker sintering of the cement production and the limestone powder has a size of 4-10micrometer.
摘要翻译：目的：通过使用水泥熟料烧结产生的水泥窑灰（CKD），提供了具有改善的流动性，耐分离性，固化性和初始强度的混凝土。构成：混凝土是通过混合水泥，骨料和5-40重量％的水泥窑灰或水泥iln粉10-180秒，其中水泥窑粉主要是细石灰石粉，熟料烧结产生的副产物水泥生产和石灰石粉末的尺寸为4-10微米。

2. 发明公开

KR1020050025848A 시멘트 치환재 失效
标题翻译：水泥替代剂，其制造方法及其制造方法
公开(公告)号：KR1020050025848A
公开(公告)日：2005-03-14
申请号：KR1020030062804
申请日：2003-09-08
申请人： 지오콘머테리얼 주식회사
发明人： 박천호 , 박원춘 , 민홍
IPC分类号： C04B18/12
CPC分类号： Y02W30/93 , C04B28/006 , C04B2111/00051
摘要： Tungsten residues(tails) as a replacement for cement are provided to increase strength and durability of concrete products by sintering tungsten tails and quenching. The tungsten waste powder used as a cement replacement comprises SiO2 as main material, 7-9wt.% of Al2O3, 10-12wt.% of Fe2O3, 7-9wt.% of CaO, 1-2wt.% of MgO and 0.5-7.5wt.% of small amounts of materials such as K2O, Na2O, TiO2, MnO, etc. The fine tungsten powder, having more than 3800cm2/g of surface area, is obtained by sintering tungsten residues at 500-950deg.C, cooling sintered tungsten tails rapidly by air cooler or water cooler for activation of powder, and classifying tungsten powder by sizes through free falling, centrifuging and cyclone separating of tungsten tails. The resultant tungsten powder, having 2.3-2.7 of density, replaces 8-20wt.% of cement in the production of concrete secondary products.
摘要翻译：提供钨渣（尾料）作为水泥的替代品，以通过烧结钨尾和淬火来提高混凝土产品的强度和耐久性。用作水泥替代物的废铁粉末包括SiO 2作为主要材料，7-9重量％的Al2O3，10-12重量％的Fe2O3，7-9重量％的CaO，1-2重量％的MgO和0.5-7.5 少量的K2O，Na2O，TiO2，MnO等材料的重量％。通过在500-950℃烧结钨残渣，得到表面积超过3800cm2 / g的细钨粉末，冷却烧结钨丝通过空气冷却器或水冷却器迅速通过粉末活化，并通过自由落体，离心和分离钨尾气的旋风分选钨粉。具有2.3-2.7密度的所得钨粉替代混凝土次级产品生产中8-20重量％的水泥。

3. 发明公开

KR1020090012324A 시멘트 함량이 낮은 콘크리트 有权
标题翻译：低水泥混凝土
公开(公告)号：KR1020090012324A
公开(公告)日：2009-02-03
申请号：KR1020087028049
申请日：2007-05-16
申请人： 라파르쥐
发明人： 가르시아엠마뉘엘
IPC分类号： C04B28/04 , C04B22/00
CPC分类号： C04B22/0026 , C04B28/04 , C04B2111/00051 , C04B2111/00094 , Y02W30/92 , Y02W30/94 , Y02W30/95 , Y10S106/01 , Y10S264/43 , C04B20/0076 , C04B20/008 , C04B14/06 , C04B14/16 , C04B14/28 , C04B18/08 , C04B18/141 , C04B18/146 , C04B18/167 , C04B2103/10 , C04B2103/20 , C04B2103/30 , C04B2103/304 , C04B2103/44
摘要： This invention relates to a mixture comprising the following proportion of masses: from 0.4 to 4 %, preferably 0.8 to 1.7 %, content of ultrafine grain size materials constituted by D90 particles measuring less than 1 mum and/or a BET specific surface area greater than 6 m2/g; from 1 to 6 %, preferably 2 to 5 %, of Portland cement; from 8 to 25 %, preferably 12 to 21 %, of fine grain size materials constituted by particles whose DlO and D90 are between 1 mum and 100 mum and have a BET specific surface less than 5 m2/g, both different from the cement; from 25 to 50 %, preferably 30 to 42 %, of medium grain size materials constituted by particles whose Dl 0 and D90 are between 100 mum and 5 mm and from 25 to 55 %, preferably 35 to 47 %, of superior grain size material constituted by particles whose Dl 0 which is greater than 5 mm. The invention also concerns, in particular, premixed concrete compositions and combined hardened concrete, as well as their preparation processes.
摘要翻译：本发明涉及一种混合物，其包含以下比例的质量：0.4〜4％，优选0.8〜1.7％的超细粒度材料的含量，其由测量小于1um的D90颗粒和/或BET比表面积大于 6 m2 / g; 1〜6％，优选2〜5％的波特兰水泥; 8〜25％，优选12〜21％的由D110和D90为1〜100μm的颗粒构成的BET比表面积小于5m 2 / g，与水泥不同; 25％至50％，优选30％至42％的由D110和D90为100mum至5mm的颗粒构成的中等颗粒尺寸的材料和25至55％，优选为35至47％的优良晶粒尺寸的材料由D10大于5mm的颗粒构成。本发明还特别涉及预混混凝土组合物和组合的硬化混凝土以及它们的制备方法。

4. 发明公开

KR1020040098175A 플라이애쉬를 이용한 콘크리트 조성물과 인터로킹 블록 및그 제조방법 无效
标题翻译：使用飞灰作为水泥替代品的混凝土组合物和互锁块及其生产方法
公开(公告)号：KR1020040098175A
公开(公告)日：2004-11-20
申请号：KR1020030030443
申请日：2003-05-14
申请人： 학교법인 명지학원 관동대학교
发明人： 유승운
IPC分类号： C04B18/08
CPC分类号： Y02W30/92 , C04B28/006 , B28B1/08 , C04B28/02 , C04B2111/00051
摘要： PURPOSE: Provided is a method for producing concrete composition for high quality of ready mixed concrete and interlocking block by using fly ash, industrial product, as cement substitute. CONSTITUTION: The concrete composition having characteristics of low slump loss, decreased hydration heat, and low production cost, comprises: 300-550kg/m3 of cement and fly ash as binder; 130-180kg/m3 of water; 600-750kg/m3 of fine aggregate and 1100-1200kg/m3 of coarse aggregate, wherein 0-35%(based on the amount of cement(kg/m3)) of fly ash is preferably substituted for cement, the binder to water ratio is 20-60%, the fine aggregate to coarse aggregate ratio is 30-40%, and 3-6kg/m3 of fluidifying agent. The interlocking block comprises the same ratio of sand and stone powder in a range of 900-950kg/m3, 130-190kg/m3 of water, 380-420kg/m3 of cement and fly ash, wherein 0-40%(based on the amount of cement(kg/m3)) of fly ash is preferably substituted for cement. The interlocking block is produced by mixing raw materials in the proportions corresponding to the composition, forming mixtures into a block shape under vibration and compression, and curing formed blocks.
摘要翻译：目的：提供一种通过使用飞灰，工业产品作为水泥替代品生产高质量混凝土和互锁块混凝土组合物的方法。构成：具有低坍落度损失，水合热降低，生产成本低的特点，具有水泥和粉煤灰作为粘结剂300-550kg / m3。 130-180kg / m3水; 600-750kg / m3的细骨料和1100-1200kg / m3的粗骨料，其中0-35％（基于水泥的量（kg / m3））的粉煤灰优选代替水泥，粘合剂与水的比例为20-60％，细骨料与粗骨料比为30-40％，流化剂为3-6kg / m3。联锁块的砂石比例为900-950kg / m3，水130-190kg / m3，水泥和粉煤灰380-420kg / m3，其中0-40％（基于水泥用量（kg / m3））优选代替水泥。互锁块通过以对应于组合物的比例混合原料，在振动和压缩下将混合物形成块状，并固化成形块来制备。

5. 发明授权

KR101382751B1 시멘트 함량이 낮은 콘크리트 有权
标题翻译：低水泥混凝土
公开(公告)号：KR101382751B1
公开(公告)日：2014-04-08
申请号：KR1020087028049
申请日：2007-05-16
申请人： 라파르쥐
发明人： 가르시아엠마뉘엘
IPC分类号： C04B28/04 , C04B22/00
CPC分类号： C04B22/0026 , C04B28/04 , C04B2111/00051 , C04B2111/00094 , Y02W30/92 , Y02W30/94 , Y02W30/95 , Y10S106/01 , Y10S264/43 , C04B20/0076 , C04B20/008 , C04B14/06 , C04B14/16 , C04B14/28 , C04B18/08 , C04B18/141 , C04B18/146 , C04B18/167 , C04B2103/10 , C04B2103/20 , C04B2103/30 , C04B2103/304 , C04B2103/44
摘要： 본 발명은 이하의 질량비를 포함하는 혼합물에 관한 것이다: 1 ㎛ 미만의 D90 입자로 구성되고/구성되거나 6 ㎡/g 초과의 BET 비표면적을 갖는 0.4 ~ 4 %, 바람직하게는 0.8 ~ 1.7 % 의 초미립자 크기 재료, 1 ~ 6 %, 바람직하게는 2 ~ 5 % 의 포틀랜드 시멘트, D10 및 D90 은 1 ㎛ ~ 100 ㎛ 이고 BET 비표면적이 5 ㎡/g 미만인 시멘트와는 상이한 입자로 구성된 8 ~ 25 %, 바람직하게는 12 ~ 21 % 의 미립자 크기 재료, D10 및 D90 이 100 ㎛ ~ 5 mm 인 입자로 구성된 25 ~ 50 %, 바람직하게는 30 ~ 42 % 의 중간 입자 크기 재료 및 D10 및 D90 이 5 mm 초과인 입자로 구성되는 25 ~ 55 %, 바람직하게는 35 ~ 47 % 의 큰 입자 크기 재료. 본 발명은 또한 특히 준비 공정뿐만 아니라, 프리믹스드 콘크리트 조성물 및 결합된 경화 콘크리트에 관한 것이다.

6. 发明授权

KR101366864B1 석조문화재의 지반보강구조 有权
标题翻译：石质文化遗产地基强化结构
公开(公告)号：KR101366864B1
公开(公告)日：2014-02-21
申请号：KR1020130023861
申请日：2013-03-06
申请人： 대한민국(문화재청 국립문화재연구소장)
发明人： 배병선 , 김현용 , 이동식 , 민황식
IPC分类号： E02D27/26 , E02D3/12 , C04B22/06 , C04B28/02 , C04B111/00
CPC分类号： E02D27/26 , C04B22/066 , C04B28/021 , C04B2111/00051 , E02D3/12
摘要： The present invention relates to a ground reinforcing structure for stone cultural properties for reinforcing the ground corresponding to the location on which a stone cultural properties are put or increasing the bearing capacity of ground and more specifically, to a ground reinforcing structure for stone cultural properties performing a compaction process on part of a soil layer using an reinforced binder with the more excellent reinforcement force than soil by a ground reinforcement method, which is one of conventional soil grounding methods (plate built soil grounding), for building a foundation while compacting only soil layer upon layer. The present invention can apply the conventional ground reinforcement method and the conventional material as possible when the basement located in the lower part of the stereobate of a stone cultural properties is reconstructed, and can ensure the structural stability and the sufficient bearing power as similar as possible at the time of the stone cultural properties restoration. [Reference numerals] (A) Conventional method; (A-1,A-2,B-1,B-2,C-1,C-2) Sample; (AA) Section; (B) Compacting method; (BB,EE) Soil 10 cm rodding; (C) Reinforcement material; (CC) Soil+deviced stone 15 cm rodding; (DD) Soil+deviced stone 15 cm mechanical compaction; (FF,GG,II) Soil 10 cm mechanical compaction; (HH) Quicklime 10 cm mechanical compaction; (JJ) Inorganic binder 10 cm mechanical compaction
摘要翻译：本发明涉及一种用于加强与施加石材文化特性的位置相对应的地面的石材文化特性的地面加固结构，或者增加地面的承载能力，更具体地说，涉及用于石材文化特性的地面加固结构在土壤层的一部分上使用强化粘结剂，通过地面加固方法具有比土壤更优良的加固力，这是常规土壤接地方法（板式土壤接地）之一的压实过程，用于在仅压制土壤的同时建造基础层层。本发明可以应用传统的地面加固方法和常规材料，当重建位于石材文化特性的立体声下部的地下室时，可以确保结构稳定性和足够的承载力尽可能相似在石材文化遗产恢复时期。（A）常规方法; （A-1，A-2，B-1，B-2，C-1，C-2）（AA）科; （B）压实方法; （BB，EE）土壤10厘米; （C）加固材料; （CC）土壤+镶嵌石15厘米竿; （DD）土壤+镶嵌石15厘米机械压实; （FF，GG，II）土壤10厘米机械压实; （HH）生石灰10厘米机械压实; （JJ）无机粘合剂10厘米机械压实

7. 发明公开

KR1020110130443A 클링커 함량이 낮은 콘크리트 无效
标题翻译：混合低含量内容
公开(公告)号：KR1020110130443A
公开(公告)日：2011-12-05
申请号：KR1020117022417
申请日：2010-03-23
申请人： 라파르쥐
发明人： 슈바르첸트루베아르노 , 마르땡미렌느 , 베르나르필리쁘 , 사비오세르쥬
IPC分类号： C04B28/06 , C04B40/00 , C04B28/14 , C04B20/02 , C04B111/00
CPC分类号： C04B28/04 , C04B40/0042 , C04B2111/00051 , Y02P40/146 , Y02W30/92 , Y02W30/94 , C04B28/065 , C04B20/026 , C04B28/14 , C04B14/06 , C04B14/106 , C04B14/108 , C04B14/28 , C04B18/08 , C04B18/141 , C04B18/146 , C04B20/008 , C04B22/147 , C04B2103/0088 , C04B2103/32 , C04B24/2647 , C04B7/527
摘要： 본 발명은 건식 바인더 예비혼합물에 관련하여, 질량비로,
- 4500 ~ 9500 ㎠/g, 바람직하게는 5500 ~ 8000 ㎠/g 의 블레인 비표면적을 갖는 포틀랜드 클링커;
- 비산재;
- 적어도 하나의 알칼리 황산염으로서, 비산재의 질량과 관련하여 예비혼합물에서의 Na
2 O 의 당량이 5 질량 % 이상이 되도록 하는 양을 갖는 알칼리 황산염;
- 적어도 하나의 SO
3 공급원으로서, 포틀랜드 클링커의 질량과 관련하여 예비혼합물에서의 SO
3 의 양이 2 질량 % 이상이 되도록 하는 양을 갖는 SO
3 공급원; 및
- 석회석 분말, 소결된 셰일, 메타카올린, 규산질 충전제, 실리카 분말, 포졸란, 슬래그, 비산재 및 이것의 혼합물로부터 선택된 200 ㎛ 이하의 Dv 90 을 가진 보완재를 포함하고;
예비혼합물의 전체 질량에 관련하여 질량 백분율에 의한 상기 클링커의 최소량은 다음의 식 (Ⅰ) 에 따라 결정되고:
...식 (Ⅰ)
여기서, BSS
k 는 클링커의 블레인 비표면적 (단위: ㎠/g) 이고;
예비혼합물의 전체 질량에 관련하여 클링커의 양 + 비산재의 양은 75 질량 % 이상, 바람직하게는 78 질량 % 이상이고;
예비혼합물의 전체 질량에 관련하여 예비혼합물에서의 클링커의 전체 양은 엄밀하게 60 질량 % 미만이다.
또한 본 발명은 골재에 의해 상기 예비혼합물이 혼합함으로써 얻어지는 건식 바인더 혼합물뿐만 아니라, 물에 의해 혼합함으로써 얻어진 습식 콘크리트 조성물에 관련 있다.

8. 发明公开

KR1020050022190A 도로포장용 기반 층 조성물 有权
标题翻译：用于防止地下水短缺的基层的环境主要作物组合物
公开(公告)号：KR1020050022190A
公开(公告)日：2005-03-07
申请号：KR1020030058770
申请日：2003-08-25
申请人： 삼계건설산업 주식회사
发明人： 김종환 , 이현국 , 이춘규
IPC分类号： C04B14/14
CPC分类号： C04B14/14 , C04B18/24 , C04B20/0048 , C04B2111/00051 , C04B2111/0075
摘要： PURPOSE: A roadbase composition in road pavement construction using granite soil as main materials is provided, which reduces the amount of cement needed and generation of radiant energy from road, and permeates water. CONSTITUTION: The composition for road base construction comprises 70-80wt.% of granite soil having more than 90% passage through No.4 sieve, 3-6wt.% of cement for strength, 2-4wt.% of basalt coarse fiber(2-3mm) for acid-base resistance and decrease of shrinkage cracking, 3-5wt.% of rice husks for supportive strength of soil, 2-3wt.% of additives, such as CaCl2, bentonite, sodium gluconate, lignin and surfactant, for adhesive and strength, and 10-12wt.% of water.
摘要翻译：目的：提供使用花岗岩土作为主要材料的道路路面施工中的路基构成，减少了所需水泥的数量，从道路产生辐射能，渗透水分。构成：道路基础施工的组成包括70-80％的花岗岩土壤，通过4号筛，90％以上的通过，3-6％的水泥强度，2-4％的玄武岩粗纤维（2 -3mm），抗酸碱性降低，收缩开裂减少，土壤支撑强度为3-5％，添加剂如CaCl2，膨润土，葡萄糖酸钠，木质素和表面活性剂占2-3％，用于粘合力和强度，以及10-12重量％的水。

9. 发明公开

KR1020040079303A 초기강도 보상형 콘크리트용 시멘트 치환제 및 이를포함하는 초기강도 보상형 콘크리트 失效
标题翻译：用于初始强度补偿混凝土的水泥替代物和含有水泥替代物的初始强度补偿混凝土
公开(公告)号：KR1020040079303A
公开(公告)日：2004-09-14
申请号：KR1020030014468
申请日：2003-03-07
申请人： 지오콘머테리얼 주식회사 , 경원소재 주식회사
发明人： 박원춘
IPC分类号： C04B18/04
CPC分类号： Y02W30/91 , C04B28/006 , C04B18/142 , C04B2111/00051
摘要： PURPOSE: A cement substituent for an initial strength-compensating concrete and an initial strength-compensating concrete containing the cement substituent are provided, to obtain a cement substituent with preventing the deterioration of initial strength by recycling industrial waste materials. CONSTITUTION: The cement substituent comprises 40-60 wt% of slag fine powder having a viscosity of 3.0-3.1 and a specific surface area of 5,500-6,000 cm2/g; 0.5-2.5 wt% of calcium oxide; 0.5-1.0 wt% of lithium carbonate; and the balance of fly ash fine powder having a viscosity of 2.2-2.35 and a specific surface area of 4,200-4,800 cm2/g. The initial strength-compensating concrete is such that 20-30 wt% of cement is replaced by the cement substituent.
摘要翻译：目的：提供初始强度补偿混凝土的水泥取代基和含有水泥取代基的初始强度补偿混凝土，以通过回收工业废料来获得水泥取代基，防止初始强度的退化。构成：水泥取代基包含40-60重量％的粘度为3.0-3.1，比表面积为5,500-6,000厘米2 /克的矿渣细粉; 0.5-2.5重量％的氧化钙; 0.5-1.0重量％的碳酸锂; 余量为粘度为2.2〜2.35，比表面积为4200-4800cm2 / g的粉煤灰细粉。初始强度补偿混凝土是20-30重量％的水泥由水泥取代基代替。

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