CNT를 혼입한 수화열 방열 콘크리트 조성물
    1.
    发明公开
    CNT를 혼입한 수화열 방열 콘크리트 조성물 有权
    使用碳纳米管的水热脱水混凝土组合物

    公开(公告)号:KR1020130069320A

    公开(公告)日:2013-06-26

    申请号:KR1020120073259

    申请日:2012-07-05

    CPC classification number: C04B14/386 C04B14/026

    Abstract: PURPOSE: A hydration heat dissipation concrete composition using carbon nanotubes(CNT) is provided to reduce temperature cracks by increasing the tensile strength of concrete. CONSTITUTION: A hydration heat dissipation concrete composition includes a binding material, fine aggregates, coarse aggregates, and mixing water. The mixing water is consisting of 80-97 parts by water of general water and 3-20 parts by weight of CNT dispersed liquid. The CNT dispersed liquid consists of 96-98 parts by weight of a solvent and 2-4 parts by weight of CNT powder. The amount of CNT is 0.12-0.4 parts by weight based on 100 parts by weight of the mixing water. Magnesium oxide is coated on the surface of the CNT. 0.25-0.5 parts by weight of carbon fiber of 6-12mm length is added based on 100 parts by weight of the binding material.

    Abstract translation: 目的:提供使用碳纳米管(CNT)的水合散热混凝土组合物,通过提高混凝土的抗拉强度来降低温度裂纹。 构成:水合散热混凝土组合物包括粘合材料,细骨料,粗骨料和混合水。 混合水由80-97份的一般水和3-20份(重量)的CNT分散液组成。 CNT分散液体由96-98重量份的溶剂和2-4重量份的CNT粉末组成。 基于100重量份的混合水,CNT的量为0.12-0.4重量份。 氧化镁涂覆在CNT的表面上。 基于100重量份的粘合材料,加入0.25〜0.5重量份的6-12mm长的碳纤维。

    콘크리트 펌프카 압송관내의 유도장치
    3.
    实用新型
    콘크리트 펌프카 압송관내의 유도장치 失效
    混凝土泵车输送管道导向装置

    公开(公告)号:KR200342275Y1

    公开(公告)日:2004-02-18

    申请号:KR2020030033837

    申请日:2003-10-29

    Abstract: 본 고안은 고층 건물 공사 시 콘크리트 펌프카를 이용하여 지상에서 고층으로 또는 지상에서 지하로 콘크리트를 이송할 때 압송관 내부에 있는 콘크리트 재료가 원활히 이송할 수 있도록 하는 장치로써 압송관의 수평 및 수직관의 전면적을 윤활제나 유도재를 코팅하여 콘크리트의 탈수, 경화, 응고등에 의한 막힘을 억제하여 콘크리트 타설 공사를 원활히 하는 것을 특징으로 하는 펌프카용 유도재의 유도 장치이다.

    충격 저항성을 향상시킨 콘트리트 제조방법
    6.
    发明授权
    충격 저항성을 향상시킨 콘트리트 제조방법 失效
    改善耐冲击性的混凝土制造方法

    公开(公告)号:KR101111664B1

    公开(公告)日:2012-02-14

    申请号:KR1020090072408

    申请日:2009-08-06

    Inventor: 김홍민 류영석

    Abstract: 본 발명은 가해지는 충격에 대한 저항성능을 향상시킨 콘크리트에 관한 것으로써, 셀룰로스화이버를 사용하여 제조한 내충격성 콘크리트 제조방법에 관한 것이다. 본 발명은 콘크리트 내에서 알칼리 저항성이 우수하며, 분산력이 뛰어나 콘크리트의 표면 마감성을 향상시킴은 물론, 시멘트 매트릭스와의 부착력이 우수한 셀룰로스화이버를 사용하여 소성수축균열을 감소시킴과 동시에 내충격 저항성을 향상시킬 수 있도록 한다. 본 발명의 셀룰로스화이버를 사용하여 제조된 콘크리트는 셀룰로스화이버를 사용하지 않은 기존 콘크리트에 비해 충격 저항성을 28 ~ 56% 상승시키며, 소성수축균열은 65 ~ 90%로 감소시킨다.
    셀룰로스화이버, 충격 저항성, 소성수축균열

    황토 아스팔트 콘크리트 조성물
    8.
    发明公开
    황토 아스팔트 콘크리트 조성물 有权
    沥青混凝土组合物

    公开(公告)号:KR1020130009218A

    公开(公告)日:2013-01-23

    申请号:KR1020110070153

    申请日:2011-07-15

    CPC classification number: C04B24/36 C04B14/10 C04B18/02 C04B2103/54

    Abstract: PURPOSE: A loess asphalt concrete composition which shows color of the loess and pigment is provided to prevent ambient temperature increase and thermal island effect of road pavement. CONSTITUTION: A loess asphalt concrete composition which shows color of the loess and pigment comprises 5-60 wt% of coarse aggregate, 30-90 wt% of fine aggregate, 0.1-10 wt% of loess, and 4.5-7 wt% of transparent asphalt. 4.5-7 weight%. The maximum size of the coarse aggregate is 13mm. The loess asphalt concrete compound additionally includes 0.1-5 wt% of red pigment. The loess asphalt concrete compound additionally includes 0.1-6 wt% of white pigment. The loess asphalt concrete compound additionally includes 0.1-5 wt% of yellow pigment.

    Abstract translation: 目的:提供黄土和颜料颜色的黄土沥青混凝土组合物,以防止路面的环境温度升高和热岛效应。 构成:显示黄土和颜料颜色的黄土沥青混凝土组合物包含5-60重量%的粗骨料,30-90重量%的细骨料,0.1-10重量%的黄土和4.5-7重量%的透明 沥青。 4.5-7重量%。 粗骨料的最大尺寸为13mm。 黄土沥青混凝土配合物还含有0.1-5重量%的红色颜料。 黄土沥青混凝土配合物还含有0.1-6重量%的白色颜料。 黄土沥青混凝土配合物还含有0.1-5重量%的黄色颜料。

    충격 저항성을 향상시킨 콘트리트 제조방법
    9.
    发明公开
    충격 저항성을 향상시킨 콘트리트 제조방법 失效
    用于改善耐冲击性的混凝土制造方法

    公开(公告)号:KR1020110014843A

    公开(公告)日:2011-02-14

    申请号:KR1020090072408

    申请日:2009-08-06

    Inventor: 김홍민 류영석

    CPC classification number: C04B16/02 C04B20/0064 C04B40/0032

    Abstract: PURPOSE: A method for manufacturing concrete is provided to improve impact resistance while reducing plastic shrinkage cracks using cellulose fiber. CONSTITUTION: A method for manufacturing concrete to improve impact resistance comprises the steps of: cutting cellulose fiber and mixing with water to make the mixture in a slurry state; mixing 0.02-0.2 weight% of cellulose fiber slurry with 100 weight% of concrete; and injecting aggregates, cement, mixing water, and cellulose fiber slurry in a mixer in order and mixing them for15-120 seconds to allow the cellulose fiber to be dispersed inside the concrete.

    Abstract translation: 目的:提供一种制造混凝土的方法,以提高抗冲击性,同时减少使用纤维素纤维的塑性收缩裂缝。 构成:用于制造混凝土以改善抗冲击性的方法包括以下步骤:切割纤维素纤维并与水混合以使混合物处于浆液状态; 将0.02-0.2重量%的纤维素纤维浆料与100重量%的混凝土混合; 并在混合机中注入聚集体,水泥,混合水和纤维素纤维浆料,并将它们混合15-120秒以使纤维素纤维分散在混凝土内。

    콘크리트 펌프 유도제
    10.
    发明授权
    콘크리트 펌프 유도제 有权
    混凝土泵电感

    公开(公告)号:KR100787022B1

    公开(公告)日:2007-12-21

    申请号:KR1020060090186

    申请日:2006-09-18

    CPC classification number: F04B53/18 F04B15/02

    Abstract: A concrete pump primer is provided to decrease blockage due to friction between concrete and the pipe in a pump car for facilitating concrete casting and to obtain an eco-friendly substitute for the existing cement paste or mortar. A concrete pump primer comprises 70-80% by weight of sodium carbonate, 7-15% by weight of melamine, 1-5% by weight of citric acid, 7-15% by weight of polyacrylamide and 1-5% by weight of methylcellulose. The polyacrylamide is pulverized for facilitating dissolution. The concrete pump primer powder obtained from mixing the ingredients is dissolved in water to obtain conjugated solution, and the conjugated solution containing the primer is applied in the pipe of a pump car at the earliest time of concrete casting. The applied pump primer forms priming layer on the inner wall of the pump car, which inhibits accumulation of concrete due to the friction between the pipe and the existing concrete remains which absorb water from the concrete. The applied pump primer also sweeps out the existing concrete remains by means of pressure from concrete casting.

    Abstract translation: 提供一种混凝土泵底漆,以减少混凝土与泵车中的管道之间的摩擦导致的阻塞,以便于混凝土浇注,并获得现有水泥浆或砂浆的环保替代品。 混凝土泵底漆包含70-80重量%的碳酸钠,7-15重量%的三聚氰胺,1-5重量%的柠檬酸,7-15重量%的聚丙烯酰胺和1-5重量%的聚丙烯酰胺 甲基纤维素。 将聚丙烯酰胺粉碎以便于溶解。 将由混合成分得到的混凝土泵底漆粉末溶解在水中,得到共轭溶液,将含有底漆的共轭溶液最早在混凝土浇筑时应用于泵车的管道中。 应用的泵底漆在泵车内壁上形成起动层,由于管道与现有混凝土之间的摩擦而阻碍了混凝土堆积,吸收了混凝土中的水分。 施工的泵底漆还可以通过混凝土浇铸的压力清除现有的混凝土残留物。

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