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    • 5. 发明申请
    • RGB PRINTING METHOD USING PLASMA PRETREATMENT AND PLASMA APPARATUS THEREFOR
    • 采用等离子预处理的RGB打印方法及其等离子体装置
    • WO2012141436A3
    • 2012-12-13
    • PCT/KR2012002208
    • 2012-03-27
    • SEP INCLEE SANG ROKIM YUN HWANYIM CHAN JOO
    • LEE SANG ROKIM YUN HWANYIM CHAN JOO
    • B41M1/14
    • H01L51/0005B41M5/0011G02F1/133516H01L27/3211
    • The present invention relates to an RGB printing method using plasma pretreatment and a plasma apparatus therefor, and specifically to: a RGB printing method using plasma pretreatment which comprises a) forming organic partitions on an inorganic substrate, b) hydrophilizing the surface of the substrate in which the organic partitions are formed, c) hydrophobizing the hydrophilized surface of the substrate using plasma, and d) inkjet-printing RGB organic solvents between the organic partitions on the hydrophobized substrate; and a plasma apparatus therefor. Interference and diffusion phenomena are simply and efficiently prevented in printing solutions when the RGB organic solvents are inkjet printed through the use of the RGB printing method using plasma pretreatment and an atmospheric plasma apparatus of the invention. Therefore, the quality of display devices using RGB organic solvents is substantially enhanced.
    • 本发明涉及使用等离子体预处理的RGB印刷方法及其等离子体设备,并且具体地涉及:使用等离子体预处理的RGB印刷方法,其包括a)在无机基材上形成有机分区,b)将基材表面亲水化 c)使用等离子体将基板的亲水化表面疏水化,以及d)在疏水化基板上的有机分区之间喷墨印刷RGB有机溶剂; 及其等离子体装置。 当通过使用使用本发明的等离子体预处理和大气等离子体装置的RGB印刷方法喷墨印刷RGB有机溶剂时,在印刷溶液中简单且有效地防止干扰和扩散现象。 因此,使用RGB有机溶剂的显示装置的质量大大提高。
    • 8. 发明公开
    • Bag with bookboard
    • 带有书签的袋子
    • KR20120045941A
    • 2012-05-09
    • KR20100107841
    • 2010-11-01
    • KU MI HYUNKIM YUN HWANKO DAE KWAN
    • KU MI HYUNKO DAE KWANKIM YUN HWAN
    • A45C15/00
    • A45C15/00A47B23/00A47B23/06
    • PURPOSE: A bag equipped with a book board is provided to enable a user to read a book or take a memo while moving a bag on his/her back. CONSTITUTION: A bag equipped with a book board comprises a bag body(10), an arm part, a pivot part(30), and a support part(40). The arm part is combined with one side of the bag body in order to pivot upward and downward. The pivot part is combined with the end of the arm part in order to pivot clockwise or counter clockwise. The support part is combined a end of the pivot part in order to pivot upward and downward. The arm part is comprised of a connection part and a body part.
    • 目的:提供一个装有书本板的袋子,以便用户在他/她的背部移动一个行李时阅读一本书或备注。 构成:装有书本板的袋子包括袋体(10),臂部分,枢轴部分(30)和支撑部分(40)。 手臂部分与袋体的一侧结合以便向上和向下枢转。 枢轴部分与臂部分的端部组合,以便顺时针或逆时针枢转。 支撑部分组合在枢轴部分的端部以便向上和向下枢转。 臂部由连接部和身体部组成。
    • 9. 发明授权
    • Temporary bridge adjustable in length and its construction method
    • 长期可调节的桥梁及其施工方法
    • KR100948895B1
    • 2010-03-24
    • KR20090048053
    • 2009-06-01
    • O K CONSULTANT CO LTDKIM YUN HWAN
    • KIM SEOK TAEKIM YUN HWANKIM HONG CHUL
    • E01D21/00E01D2/00E04C3/04
    • E01D21/00E01D2/00E01D2/02E04C3/04
    • PURPOSE: A length-variable temporary bridge using steel beams and a construction method thereof are provided to easily control the length of steel beams without loss of material and to enable recycle of the steel beams without area reduction. CONSTITUTION: A construction method of a length-variable temporary bridge(100) is as follows. Studs(112) welded to both ends of a central segment(110) are connected to studs(122) welded to end segments(120) using splice plates(130) and nuts(135). The end segments are connected corresponding to the designated length of the temporary bridge. An intermediate anchoring device(180) is fixed to the central segment and end anchoring devices(150) are installed on the end segments so that the load resistance is enhanced by tension members(152).
    • 目的:提供一种使用钢梁的长度可变的临时桥梁及其施工方法,以便轻松控制钢梁的长度,而不会损失材料,并且能够在不减少面积的情况下回收钢梁。 构成:长距离临时桥梁(100)的施工方法如下。 焊接到中心段(110)的两端的螺柱(112)使用接合板(130)和螺母(135)连接到焊接到端部段(120)的螺柱(122)。 端段相应于临时桥的指定长度连接。 中间锚固装置(180)固定到中心部分,并且端部锚定装置(150)安装在端部段上,使得由张力构件(152)增强负载阻力。
    • 10. 发明授权
    • Bikeway using longitudinal girder with different height and pile and construction method therefor
    • 使用具有不同高度和长度的纵向吉他的BIKEWAY及其构造方法
    • KR101171041B1
    • 2012-08-06
    • KR20120034143
    • 2012-04-02
    • KIM YUN HWANO K CONSULTANT CO LTD
    • KIM SEOK TAEKIM YUN HWANCHUNG WON YONG
    • E01C1/00E01D19/10
    • E01D19/10E01C1/002E01C15/00E01D19/103
    • PURPOSE: A bike lane used a mold in which section height is different with a pile and a method for manufacturing the same are provided to efficiently distribute load by extending a spaced distance of a pile in a longitudinal direction. CONSTITUTION: A bike lane(100) used a mold in which section height is different with a pile comprises a pile(110), a fixing bracket(120), a lower cross beam(130), a girder for a bracket(140), a girder for a pile(150), an upper cross beam(60), a channel member(170), and a deck(180). The pile is installed in a lateral side of an abutment and a pier of a bridge(200). The fixing bracket is in an upper lateral surface of a bridge by being spaced in a longitudinal direction. The lower cross beam is installed in between the pile, the abutment and the pier to a traversal direction, thereby connecting the pile and the bridge. The girder for a bracket is installed to be supported in the fixing bracket, thereby being spaced from each other in the longitudinal direction. The girder for a pile is supported in the pile, thereby being successively installed in the traversal direction. The upper cross beam connects the girder for the bracket and the girder for the pile each other in a longitudinal direction. The channel member is extended to the traversal direction on the top of the cross beam, thereby being installed. The deck is extended to the traversal direction on the top of the channel member, thereby being installed.
    • 目的:自行车道使用一种模具,其中,桩的高度不同,并且其制造方法被提供以通过沿纵向方向延伸桩的间隔距离来有效地分配载荷。 构成:自行车道(100)使用模具,桩的高度不同的模具包括桩(110),固定支架(120),下横梁(130),支架用梁(140) ,用于桩(150)的梁,上横梁(60),通道构件(170)和甲板(180)。 该桩安装在基台的横向侧面和桥(200)的码头上。 固定支架通过在纵向方向间隔开而位于桥的上侧表面中。 下横梁安装在桩,桥台和墩之间穿过方向,从而连接桩和桥。 用于支架的梁被安装成支撑在固定支架中,从而在纵向上彼此间隔开。 桩的支撑被支撑在桩中,从而依次安装在横向上。 上横梁连接用于支架的梁和纵向方向的桩彼此连接。 通道构件在横梁的顶部延伸到横向,从而被安装。 甲板在通道构件的顶部延伸到穿过方向,从而被安装。