도로면의 파손부 보수재 및 보수방법
    3.
    发明授权
    도로면의 파손부 보수재 및 보수방법 有权
    损坏修理部件和路面的修理方法

    公开(公告)号:KR101804795B1

    公开(公告)日:2017-12-08

    申请号:KR1020160160219

    申请日:2016-11-29

    发明人: 최동현 박혜정

    摘要: 본발명의도로면의파손부보수방법에관한것으로, 더욱구체적으로는입경이 13 ~ 265㎛이고겉보기비중이 0.03 ~ 0.1의실리카파우더를이용한보수방법으로서, 이러한초저비중실리카파우더에에폭시또는에폭시와실리카샌드또는에폭시와골재등을최적의비율로혼합한혼합물을이용한것이특징이며, 이러한혼합물을도로면상의헤어라인파손부, 죠인트파손부, 크렉파손부, 포트홀및 단면파손부등에따라선택하거나혼용하여적용하는도로면의파손부보수재및 보수방법에관한것이다.

    摘要翻译: 更具体地说,本发明涉及一种使用粒径为13〜265,表观比重为0.03〜0.1的二氧化硅粉末的修补方法,在本发明的修复方法中, 它的特点是,例如砂或环氧树脂和骨料的混合物的混合物,以最佳比例,通过选择或沿着表面道路,关节损伤部分的这个混合物的发际线损坏部分混合,裂缝损坏部分,孔口和分节符部分或类似 还有一种修复路面受损部分的方法。

    수지 함침 질화 붕소 소결체 및 그 용도
    7.
    发明公开
    수지 함침 질화 붕소 소결체 및 그 용도 审中-实审
    树脂浸渍的硼砂烧结体和使用相同

    公开(公告)号:KR1020160016857A

    公开(公告)日:2016-02-15

    申请号:KR1020157035419

    申请日:2014-06-02

    摘要: 본발명은열전도율및 강도가뛰어난수지함침질화붕소소결체및 전도율이뛰어나고열전도율의이방성이작은수지함침질화붕소소결체를제공하는것에있다. 본발명에의하면질화붕소입자가 3차원으로결합된질화붕소소결체 30~90부피%와수지 10~70부피%로이루어지고, 질화붕소소결체의기공률이 10~70%, 질화붕소입자의평균장직경이 10㎛이상, 분말 X선회절법에의한흑연화지수가 4.0 이하이며, I.O.P.에의한배향도가 0.01~0.05 또는 20~100인수지함침질화붕소소결체, 및질화붕소입자가 3차원으로결합된질화붕소소결체 30~90부피%와수지 10~70부피%를함유하여이루어지고, 질화붕소소결체의칼슘함유율이 500~5000ppm, 질화붕소소결체의분말 X선회절법에의한흑연화지수가 0.8~4.0이며, 질화붕소소결체가평균장직경 10㎛이상의인편상질화붕소입자로이루어지고, I.O.P.의배향도가 0.6~1.4인수지함침질화붕소소결체가제공된다.

    摘要翻译: 提供具有优良导热性和优异强度的树脂浸渍氮化硼烧结体,以及具有优异导电性和小导热性各向异性的树脂浸渍氮化硼烧结体。 一种树脂浸渍氮化硼烧结体,其包括:三维结合氮化硼颗粒的氮化硼烧结体的30〜90体积% 和10〜70体积%的树脂; 其中,所述氮化硼烧结体的孔隙率为10〜70%。 氮化硼烧结体的氮化硼粒子的平均长径为10μm以上, 氮化硼烧结体的粉末X射线衍射法的石墨化指数为4.0以下; 氮化硼烧结体的氮化硼粒子的取向度为0.01〜0.05或20〜100; 和树脂浸渍的氮化硼烧结体,其包括:30〜90体积%的氮化硼烧结体,其具有三维结合的氮化硼颗粒; 和10〜70体积%的树脂; 其中:所述氮化硼烧结体的钙含量为500〜5000ppm; 氮化硼烧结体的粉末X射线衍射法的石墨化指数为0.8〜4.0; 氮化硼烧结体包含平均长径为10μm以上的鳞片状氮化硼粒子, 而I.O.P的取向度为0.6〜1.4; 被提供。

    건물의 최저층 바닥 시공용 배수판
    8.
    发明公开
    건물의 최저층 바닥 시공용 배수판 有权
    排水板用于建筑基地

    公开(公告)号:KR1020130050717A

    公开(公告)日:2013-05-16

    申请号:KR1020110115938

    申请日:2011-11-08

    申请人: 송현기

    发明人: 송현기

    摘要: PURPOSE: A drain board for the base floor of a building is provided to facilitate to construct by assembling and arranging a drain board by pieces on the surface of a concrete foundation which consists of the lowermost floor of a building. CONSTITUTION: A drain board(10) comprises a body board(11), a side support(12), a center support(13), a side reinforcement body(14), a center reinforcement body(15), and a horizontal alignment metal pin(17). The side and center supports are integrally formed in the lower center and every lower corners of the body board and adhere to the surface of a concrete foundation(32). The side reinforcement body is integrally formed at every side in the lower surface of the body board and integrally connects each side support. The center reinforcement body is integrally and diagonally formed in the lower side of the body board and integrally connects each side and center support. The horizontal alignment metal pin is inserted into a height adjustment groove(16) formed in the lower side of the side and center supports for adjusting the horizontal state of each drain board.

    摘要翻译: 目的:提供建筑物底座的排水板,以便通过在由建筑物的最底层组成的混凝土基础的表面上组装和布置排水板来构造。 构造:排水板(10)包括主体板(11),侧支撑件(12),中心支撑件(13),侧加固体(14),中心加强体(15)和水平对准 金属销(17)。 侧面和中心支撑件一体地形成在主体板的下中心和每个下角处并粘附到混凝土基座(32)的表面。 侧部加强体整体地形成在主体板的下表面的每一侧,并且一体地连接每个侧面支撑件。 中心加强体在主体板的下侧一体地并对角地形成,并且一体地连接每个侧面和中心支撑。 水平对准金属销插入形成在侧面的下侧的高度调节槽(16)和用于调节每个排水板的水平状态的中心支架。

    건축 구조물 또는 건축용 패널에 대한 무기계 세라믹 도장공법
    9.
    发明授权
    건축 구조물 또는 건축용 패널에 대한 무기계 세라믹 도장공법 有权
    无机陶瓷涂料混凝土结构涂层方法

    公开(公告)号:KR101248433B1

    公开(公告)日:2013-04-02

    申请号:KR1020120090591

    申请日:2012-08-20

    发明人: 최광석

    IPC分类号: C04B41/45 C04B41/52 C09D1/02

    摘要: PURPOSE: An inorganic ceramic painting process is provided to improve durability, salt-preventing property, and staining resistance of a construction structure or construction panel by forming an epoxy coating layer and a ceramic coating layer in order on the surface of the construction structure or construction panel. CONSTITUTION: An inorganic ceramic painting process comprises a step of removing impurities from a construction structure or construction panel, a step of forming an epoxy coating layer by spraying water-soluble epoxy mixture paint on the surface of the construction structure or construction panel, and a step of forming a ceramic coating layer by spraying ceramic paint on the epoxy coating layer. The water-soluble epoxy mixture paint comprises 15-25 weight% of epoxy resin, 0.5-2 weight% of tackifier, 0.3-2 weight% of foaming agent, 5-30 weight% of pigment, 15-25 weight% of aqueous amine curing agent, 1-5 weight% of alcohol-based solvent, and 30-40 weight% of water. The ceramic paint comprises 25-45 weight% of colloidal silica, 15-35 weight% of silane, 10-40 weight% of pigment, 10-20 weight% of isopropyl alcohol, 5-15 weight% of water, and 0.5-2 weight% of foaming agent. [Reference numerals] (AA) Treating the surface of a construction structure(Coating aggregate with guss mixed asphalt); (BB) Forming an epoxy coating layer(Aqueous epoxy paint + Silicate); (CC) Forming a ceramic coating layer(Containing colloidal silica/silane compound); (DD) Curing at room temperature;

    摘要翻译: 目的:通过在建筑结构或结构的表面依次形成环氧涂层和陶瓷涂层,提供了一种无机陶瓷涂布方法,以提高施工结构或建筑面板的耐久性,防盐性和耐污染性 面板。 构成:无机陶瓷涂布方法包括从建筑结构或建筑面板除去杂质的步骤,通过在施工结构或结构板的表面上喷洒水溶性环氧混合漆来形成环氧树脂涂层的步骤,以及 通过在环氧涂层上喷涂陶瓷涂料来形成陶瓷涂层的步骤。 水溶性环氧混合漆包含15-25重量%的环氧树脂,0.5-2重量%的增粘剂,0.3-2重量%的发泡剂,5-30重量%的颜料,15-25重量%的胺水溶液 固化剂,1-5重量%的醇类溶剂和30-40重量%的水。 该陶瓷涂料包括25-45重量%的胶体二氧化硅,15-35重量%的硅烷,10-40重量%的颜料,10-20重量%的异丙醇,5-15重量%的水和0.5-2 重量%的发泡剂。 (附图标记)(AA)处理建筑结构的表面(具有混合沥青的混凝土的涂层骨架); (BB)形成环氧涂层(水性环氧漆+硅酸盐); (CC)形成陶瓷涂层(含胶体二氧化硅/硅烷化合物); (DD)室温固化;

    마이크로파일 시공방법
    10.
    发明授权
    마이크로파일 시공방법 有权
    微型构造方法

    公开(公告)号:KR101161844B1

    公开(公告)日:2012-07-03

    申请号:KR1020110118311

    申请日:2011-11-14

    发明人: 김무연

    摘要: PURPOSE: A construction method of a micro-pile is provided to transfer a high load to a micro-pile by integrating high-strength epoxy grout injected ito a core hole on the inner wall of footing concrete. CONSTITUTION: A construction method of a micro-pile is as follows. A core hole is bored in footing concrete to expose the footing ground to the outside(S1). A borehole is formed by boring the footing ground to a specific depth(S2). A micro-pile is inserted into the borehole(S3). Cement grout is injected into the borehole(S4). High-strength epoxy grout is spread on the inner wall of the footing concrete which forms the core hole(S5). The high-strength epoxy grout is injected into the core hole to cover the head of the micro-pile exposed to the outside the borehole(S6).

    摘要翻译: 目的:提供一种微桩施工方法,通过将高强度环氧树脂水泥注入基础混凝土内壁上的核心孔,将高负荷转移到微桩。 构成:微桩的施工方法如下。 一个核心孔在基础混凝土中钻孔,使底脚暴露在外面(S1)。 通过将基础地面钻孔到特定深度(S2)形成井眼。 将微桩插入井眼(S3)。 水泥浆注入钻孔(S4)。 高强度环氧树脂灌浆铺在形成核心孔的基础混凝土的内壁上(S5)。 将高强度环氧树脂灌浆注入岩心孔中,以覆盖暴露于钻孔外部的微桩的头部(S6)。