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11. 发明授权

KR101387426B1 셀프 레벨링 바닥재 코팅공법 有权
标题翻译：混凝土地板自动涂装方法
公开(公告)号：KR101387426B1
公开(公告)日：2014-04-24
申请号：KR1020130028650
申请日：2013-03-18
申请人： 중앙크리텍 주식회사
发明人： 장은환 , 김기정
IPC分类号： E04F15/12 , E04C2/20 , E04C2/16
CPC分类号： E04F15/12 , E04F2203/00
摘要： The present invention relates to a method for coating self-leveling flooring materials. The method for coating self-leveling flooring materials includes a step of processing a floor to remove an uneven part; a step of processing the surface of the floor of which the uneven part is removed with brush and blast cleaning; and a step of coating a flooring material coating composite composed of slag of 30-80 parts by weight; filler of 40-90 parts by weight, silica of 10-40 parts by weight, inorganic fiber of 10-40 parts by weight, water binder of 20-70 parts by weight, aluminum hydroxide of 5-20 parts by weight, and barium sulfate of 1-10 parts by weight based on urethane resin of 100 parts by weight. Therefore, the present invention may be used to repair and reinforce a floor and a part in which floor (concrete) finishing is necessary and include excellent shock resistance properties, flame resistance properties, and chemically resistant properties.
摘要翻译：本发明涉及一种涂层自流平地板材料的方法。涂布自流平地板材料的方法包括处理地板以除去不均匀部分的步骤; 用刷子和喷砂清理处理除去不平坦部分的地板表面的步骤; 涂覆由30-80重量份的炉渣组成的地板材料涂层复合物的步骤; 填料40-90重量份，二氧化硅10-40重量份，无机纤维10-40重量份，水粘合剂20-70重量份，氢氧化铝5-20重量份和钡硫酸盐为1-10重量份，基于聚氨酯树脂为100重量份。因此，本发明可以用于修理和加固地板和其中需要地板（混凝土）精加工的部分，并且包括优异的抗冲击性，阻燃性和耐化学性。

12. 发明授权

KR101091774B1 미끄럼 방지용 자전거, 자동차 또는 보행도로용 포장재 조성물 有权
标题翻译：用于自行车，汽车或路障道路的防滑组合
公开(公告)号：KR101091774B1
公开(公告)日：2011-12-12
申请号：KR1020110073928
申请日：2011-07-26
申请人： 중앙크리텍 주식회사
发明人： 장은환
IPC分类号： E01C7/08 , E01C7/10 , E01C7/26 , E01C7/30 , E01C11/24
CPC分类号： E01C7/08 , E01C7/10 , E01C7/26 , E01C7/30 , E01C11/24
摘要： PURPOSE: A composition of a paving material for an anti-skid bicycle, vehicle, or walk road is provided to maintain superior physical properties of a paving material without crack or delamination against repetitively applied loads. CONSTITUTION: A composition of a paving material for an anti-skid bicycle, vehicle, or walk road comprises a lower layer pavement composition and an upper layer pavement composition. The lower layer pavement composition comprises a first lower layer pavement composition 40~60 weight% and a second lower layer pavement composition 60~40 weight%. The first lower layer pavement composition comprises permeable concrete 100 parts by weight, yellow soil mortar 10~15 parts by weight, sand 20~40 parts by weight, gravel 20~40 parts by weight, quicklime 4~8 parts by weight, cement 5~10 parts by weight, iron oxide 4~8 parts by weight, and water 110~125 parts by weight. The second lower layer pavement composition comprises a mixture of soil, rubble, and gravel 100 parts by weight, bentonite 5~10 parts by weight, diatomite 5~10 parts by weight, calcium hydroxide 3~5 parts by weight, zinc oxide 1~2 parts by weight, and sodium aluminate 1~2 parts by weight. The upper layer pavement composition comprises a first upper layer pavement composition 40~60 weight% and a second upper layer pavement composition 60~40 weight%. The first upper layer pavement composition comprises a main material 100 parts by weight, an additive 1~5 parts by weight, and a protective resin component 5~10 parts by weight. The second upper layer pavement composition comprises bentonite 40~70 weight%, diatomite 10~20 weight%, calcium hydroxide 5~15 weight%, zinc oxide 10~20 weight%, and sodium aluminate 1~10 weight%.
摘要翻译：目的：提供用于防滑自行车，车辆或步行道路的铺路材料的组合物，以保持铺路材料的优异物理性质，而不会对重复施加的载荷产生裂缝或分层。构成：用于防滑自行车，车辆或步行道路的铺路材料的组合物包括下层路面组合物和上层路面组合物。下层路面组合物包含40〜60重量％的第一下层路面组合物和60〜40重量％的第二下层路面组合物。第一层下层路面组合物包括100重量份的可渗透混凝土，黄土砂浆10〜15重量份，砂20〜40重量份，砂砾20〜40重量份，生石灰4〜8重量份，水泥5 〜10重量份，氧化铁4〜8重量份，水110〜125重量份。第二层下层路面组合物包括土壤，瓦砾和砾石100重量份，膨润土5〜10重量份，硅藻土5〜10重量份，氢氧化钙3〜5重量份，氧化锌1〜 2重量份，铝酸钠1〜2重量份。上层路面组合物包含40〜60重量％的第一上层路面组合物和60〜40重量％的第二上层路面组合物。第一上层路面组合物包含主要材料100重量份，添加剂1〜5重量份，保护树脂成分5〜10重量份。第二层上层路面组合物为膨润土40〜70％，硅藻土10〜20％，氢氧化钙5〜15％，氧化锌10〜20％，铝酸钠1〜10％。

13. 发明授权

KR101065208B1 상하수도 오폐수 구조물의 방수 또는 방식용 수용성 세라믹 조성물 및 이를 이용한 상하수도 오폐수 구조물의 방수 또는 방식 처리방법 有权
标题翻译：含水陶瓷组合物及其防水或抗静电处理
公开(公告)号：KR101065208B1
公开(公告)日：2011-09-19
申请号：KR1020100052871
申请日：2010-06-04
申请人： 중앙크리텍 주식회사 , 장은환
发明人： 신희설 , 장은환
IPC分类号： C04B26/14 , C04B24/12 , C04B14/04 , C04B16/04
CPC分类号： C04B28/04 , C04B26/14 , C04B41/009 , C04B41/52 , C04B14/02 , C04B14/042 , C04B14/06 , C04B14/30 , C04B14/303 , C04B14/306 , C04B16/082 , C04B18/025 , C04B24/023 , C04B24/281 , C04B2103/14 , C04B24/2611 , C04B24/28 , C04B24/286 , C04B24/287 , C04B2103/30 , C04B41/5079 , C04B41/4853 , C04B32/02
摘要： 본 발명은 상하수도 오폐수 구조물의 방수 또는 방식용 수용성 세라믹 조성물 및 이를 이용한 상하수도 오폐수 구조물의 방수 또는 방식 처리방법에 관한 것으로, 본 발명에 따라 공정을 수행하는 경우 바탕조정재층과 무용성 에폭시층간의 접착력, 경화된 도막에서 유취의 물질의 용출성, 스프레이 작업의 편이성, 습한 곳에서의 작업성 모두 크게 향상된다.

14. 发明授权

KR101512337B1 이중오거 믹서 샤프트를 이용한 프리웨팅 스프레이 방식의 철근 콘크리트 구조물의 보수 및 보강 공법 有权
公开(公告)号：KR101512337B1
公开(公告)日：2015-04-16
申请号：KR1020130113644
申请日：2013-09-25
申请人： 중앙크리텍 주식회사
发明人： 장은환 , 최유성 , 김기정
IPC分类号： C04B28/02 , C04B26/02 , E04G23/02
摘要： 본 발명은 이중오거 믹서 샤프트를 이용한 프리웨팅 스프레이 방식의 철근 콘크리트 구조물의 보수 및 보강 공법으로 (1) 포틀랜드시멘트 : 알루미나시멘트 : 고강도 미분말 혼합재 : 레드머드 : 광석이 중량비 10 : 1-8 : 10-20 : 5-10 : 1-10으로 포함된 주제부와 상기 주제부 100 중량부를 기준으로 (2) 팽창제 5 내지 20 중량부, (3) 유동화제 5 내지 10 중량부, (4) 소포제 1 내지 5 중량부 및 (5) 셀룰로스 유도체 1 내지 10 중량부를 포함하는 조성물을 믹싱함과 동시에 이송시키는 믹서 샤프트가 구비된 프리웨팅 분사장치에 공급함으로써, 강도 및 내구성이 우수하여 시멘트 부식이나 침식이 많이 발생하는 도로 등에 효과적으로 사용이 가능하며, 수축이 적고 수밀성이 우수하여 지붕 슬래브 방수, 수영장, 정수장 등의 지수 구조물에도 적용이 가능하다.

15. 发明公开

KR1020150034836A 이중오거 믹서 샤프트를 이용한 프리웨팅 스프레이 방식의 철근 콘크리트 구조물의 보수 및 보강 공법 有权
标题翻译：使用搅拌机轴的钢筋混凝土结构修复方法
公开(公告)号：KR1020150034836A
公开(公告)日：2015-04-06
申请号：KR1020130113644
申请日：2013-09-25
申请人： 중앙크리텍 주식회사
发明人： 장은환 , 최유성 , 김기정
IPC分类号： C04B28/02 , C04B26/02 , E04G23/02
CPC分类号： C04B28/04 , B28C5/142 , C04B7/32 , C04B18/0409 , C04B18/141 , C04B2111/00155 , C04B2111/723 , E01C11/005 , E01C19/02 , E04G23/02
摘要： 본발명은이중오거믹서샤프트를이용한프리웨팅스프레이방식의철근콘크리트구조물의보수및 보강공법으로 (1) 포틀랜드시멘트 : 알루미나시멘트 : 고강도미분말혼합재 : 레드머드 : 광석이중량비 10 : 1-8 : 10-20 : 5-10 : 1-10으로포함된주제부와상기주제부 100 중량부를기준으로 (2) 팽창제 5 내지 20 중량부, (3) 유동화제 5 내지 10 중량부, (4) 소포제 1 내지 5 중량부및 (5) 셀룰로스유도체 1 내지 10 중량부를포함하는조성물을믹싱함과동시에이송시키는믹서샤프트가구비된프리웨팅분사장치에공급함으로써, 강도및 내구성이우수하여시멘트부식이나침식이많이발생하는도로등에효과적으로사용이가능하며, 수축이적고수밀성이우수하여지붕슬래브방수, 수영장, 정수장등의지수구조물에도적용이가능하다.
摘要翻译：本发明涉及使用预浸湿喷雾方式的双螺旋钻混合机轴的混凝土结构的修补和加固方法，其将（1）主要材料部分和（2）组合物供应到预润湿具有混合器轴的喷涂装置能够（1）主要材料部分和（2）组合物同时混合和转移，其中（1）主要材料部分包括10重量份的波特兰水泥; 1-8重量份的氧化铝水泥; 10-20重量份的高强度细粉混合料; 5-10重量份红泥; 和1-10重量份的矿石，组合物由（2）5-20重量份的溶胀剂组成，对于100重量份的主要材料par，（3）5-10重量份的超塑化剂，（4）1-5重量份的消泡剂和（5）1-10重量份的纤维素衍生物，具有突出的强度和耐久性，因此被用于经常引起腐蚀和侵蚀的道路中并具有较小的收缩和良好的防水性能，因此被用于诸如防水屋顶板，游泳池和净化设备之类的截止结构中。

16. 发明授权

KR101440349B1 셀프-힐링 강구조물 도장공법 有权
标题翻译：自行治疗钢结构的绘画方法
公开(公告)号：KR101440349B1
公开(公告)日：2014-09-18
申请号：KR1020130028649
申请日：2013-03-18
申请人： 중앙크리텍 주식회사
发明人： 장은환 , 김기정
IPC分类号： B05D7/14 , B05D3/12 , C09D129/14 , C09D163/00
CPC分类号： B05D5/005 , B05D1/36 , B05D3/002 , B05D3/12 , B05D7/14 , B05D7/52 , B05D2202/15 , B05D2350/30 , C09D163/00
摘要： The present invention relates to a method of painting a self-healing steel structure, which includes: a step of grinding or polishing the surface of a steel structure to remove a foreign substance therefrom; a step of washing the ground or polished surface with high pressure water; a step of applying a primer, which includes a polyvinyl butylal resin, organosilane, a borate compound, polyphospate, a phosphoric acid, a phenol resin, and metal powder, to the surface washed with the high pressure water, to form a primer layer; and a step of applying a self-healing composite, which includes an epoxy resin, a polyglycidyl compound, silica, zirconium, alumina, an alicyclic amino compound, silicon carbide, a mineral-based silicon resin, zinc or oxidized steel, organic fiber, inorganic fiber, a water binder, aluminum hydroxide, and barium sulfate, to an upper surface of the primer layer, to form a self-heating layer. Accordingly, the self-healing layer applied to the steel structure compensates for a portion of the steel structure, which is susceptible to corrosion, and a painting thickness of a portion of the steel structure, in where connecting plates overlap each other, thereby significantly reducing a crack of a painting layer and preventing a degradation factor.
摘要翻译：本发明涉及一种自愈式钢结构的涂装方法，其特征在于，包括：对钢结构的表面进行研磨或研磨以除去异物的工序; 用高压水清洗地面或抛光表面的步骤; 将具有聚乙烯基丁醛树脂，有机硅烷，硼酸盐化合物，多磷酸盐，磷酸，酚醛树脂和金属粉末的底漆施加到用高压水洗涤的表面的步骤，形成底漆层; 以及包含环氧树脂，多缩水甘油基化合物，二氧化硅，锆，氧化铝，脂环族氨基化合物，碳化硅，矿物类硅树脂，锌或氧化钢，有机纤维等的自修复复合物的工序，无机纤维，水粘合剂，氢氧化铝和硫酸钡，形成底涂层的上表面，形成自加热层。因此，施加到钢结构的自愈层补偿了钢结构的易于腐蚀的部分和钢结构的一部分的涂覆厚度，其中连接板彼此重叠，从而显着减少涂层的裂纹并防止降解因子。

17. 发明授权

KR101018086B1 강화 플라스틱 세그먼트 라이닝 공법을 이용한 관로 및 콘크리트 구조물의 보수 보강 공법 有权
标题翻译：通过使用强化塑料分段内衬方法加固认证的过程
公开(公告)号：KR101018086B1
公开(公告)日：2011-03-02
申请号：KR1020100079441
申请日：2010-08-17
申请人： 중앙크리텍 주식회사 , 주식회사 삼림엔지니어링 , 에스큐엔지니어링(주) , 장은환
发明人： 장은환 , 박훈규 , 김인석 , 이래철
IPC分类号： F16L55/18 , F16L55/162 , B29C63/26
CPC分类号： F16L55/18 , B29C63/34 , F16L55/165
摘要： PURPOSE: A method for repairing and reinforcing pipelines and concrete structures using a reinforced plastic segment lining method is provided to improve the corrosion resistance and bending strength of a reinforced layer between a repaired surface and a repairing pipe. CONSTITUTION: A method for repairing and reinforcing an underground conduit structure is as follows. Arc or sphere-shaped plastic segments are connected in the peripheral direction of the underground conduit structure to form a circular reinforced plastic segment assembly. Arc or sphere-shaped plastic segments are connected in the longitudinal and peripheral directions of the circular reinforced plastic segment assembly so that circular reinforced plastic segment assemblies are coupled in the longitudinal direction and a repairing and reinforcing pipe is prepared. A filler is filled in between the interior surface of the underground conduit structure and the repairing and reinforcing pipe. The filler is solidified.
摘要翻译：目的：提供一种使用增强塑料节段衬里法修复和加固管道和混凝土结构的方法，以提高修复表面和修复管之间的增强层的耐腐蚀性和弯曲强度。构成：修理和加固地下管道结构的方法如下。电弧或球形塑料段沿地下管道结构的圆周方向连接，形成圆形的增强塑料段组件。弧形或球形塑料段在圆形增强塑料段组件的纵向和圆周方向上连接，使得圆形增强塑料段组件在纵向方向上联接并且准备了修复和加强管。在地下管道结构的内表面和修补和加强管之间填充填料。填料固化。

18. 发明公开

KR1020090015667A 콘크리트 구조물 보강방법 无效
标题翻译：混凝土加固方法
公开(公告)号：KR1020090015667A
公开(公告)日：2009-02-12
申请号：KR1020070080193
申请日：2007-08-09
申请人： 중앙크리텍 주식회사
发明人： 장은환
IPC分类号： E04G23/02 , E04C5/07
CPC分类号： E04G23/0218 , E04C5/085 , E04G2023/0251
摘要： A reinforcement method of a concrete structure is provided to secure a stable reinforcement work by controlling the movement or distortion of a high tension fiber rod or a high tension fiber net perfectly while injecting by using an anchorage having many seating grooves. A reinforcement method of a concrete structure comprises the steps of chipping a concrete surface and making the surface evenly(S1), perforating an anchor hole on the concrete surface and applying primer(S2), installing an anchorage and a high tension fiber rod(S3), injecting an epoxy-based injection material or a cement-based injection material between the concrete surface and the high tension fiber rod or the high tension fiber net(S4), and applying resin-based cement mortar(S5).
摘要翻译：提供混凝土结构的加固方法，以通过使用具有许多座槽的锚固件来注入，通过控制高拉力纤维杆或高张力纤维网的运动或变形来确保稳定的加固作业。混凝土结构的加固方法包括将混凝土表面破碎并使表面均匀（S1），在混凝土表面上穿孔锚固孔和施涂底漆（S2），安装锚固件和高强度纤维杆（S3 ），在混凝土表面和高张力纤维杆或高张力纤维网（S4）之间注入环氧基注射材料或水泥基注射材料，并施加树脂基水泥砂浆（S5）。

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