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1. 发明授权

KR100948895B1 Temporary bridge adjustable in length and its construction method 有权
标题翻译：长期可调节的桥梁及其施工方法
公开(公告)号：KR100948895B1
公开(公告)日：2010-03-24
申请号：KR20090048053
申请日：2009-06-01
申请人： O K CONSULTANT CO LTD , KIM YUN HWAN
发明人： KIM SEOK TAE , KIM YUN HWAN , KIM HONG CHUL
IPC分类号： E01D21/00 , E01D2/00 , E04C3/04
CPC分类号： E01D21/00 , E01D2/00 , E01D2/02 , E04C3/04
摘要： 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).
摘要翻译：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。

2. 发明授权

KR101171041B1 Bikeway using longitudinal girder with different height and pile and construction method therefor 有权
标题翻译：使用具有不同高度和长度的纵向吉他的BIKEWAY及其构造方法
公开(公告)号：KR101171041B1
公开(公告)日：2012-08-06
申请号：KR20120034143
申请日：2012-04-02
申请人： KIM YUN HWAN , O K CONSULTANT CO LTD
发明人： KIM SEOK TAE , KIM YUN HWAN , CHUNG WON YONG
IPC分类号： E01C1/00 , E01D19/10
CPC分类号： E01D19/10 , E01C1/002 , E01C15/00 , E01D19/103
摘要： 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.
摘要翻译：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。

3. 发明授权

KR100948896B1 Continuous construction method of psc composite concrete girders by using a precast cross-beam 有权
标题翻译： PSC复合混凝土梁的连续施工方法
公开(公告)号：KR100948896B1
公开(公告)日：2010-03-24
申请号：KR20090048055
申请日：2009-06-01
申请人： O K CONSULTANT CO LTD , KIM YUN HWAN
发明人： KIM SEOK TAE , KIM YUN HWAN
IPC分类号： E01D2/00 , E01D21/00
CPC分类号： E01D2/00 , E01D2/02 , E01D21/00 , E01D22/00 , E01D2101/28
摘要： PURPOSE: A continuous construction method of PSC(PreStressed Concrete) girders using a precast cross beam is provided to easily secondarily prestress a bridge with a plurality of spans. CONSTITUTION: A continuous construction method of PSC girders using a precast cross beam comprises the steps of: manufacturing a plurality of PSC girders(110) with first strands(112) and continuation strands(115) drawn out by a certain length, manufacturing a precast concrete cross beam(150) and fixing it on a permanent bearing(122) formed on the top of a pier(120), placing the PSC girders from the inner side to the outer side of the cross beam, filling shrinkage compensating mortar in an empty space between the cross beam and each PSC girder, and settling the continuation strand in the cross beam.
摘要翻译：目的：提供使用预制横梁的PSC（预应力混凝土）桁梁的连续施工方法，以容易地对具有多个跨度的桥进行二次预应力。构成：使用预制横梁的PSC桁架的连续施工方法包括以下步骤：用一定长度拉出的第一股（112）和连续股（115）制造多个PSC桁架（110），制造预制件混凝土横梁（150）并将其固定在形成在墩（120）的顶部上的永久轴承（122）上，将PSC桁架从横梁的内侧放置到外侧，填充收缩补偿砂浆在横梁和每个PSC大梁之间的空白空间，并且在横梁中沉降连续股。

4. 发明授权

KR100949292B1 Construction method for supports of temporary bridge dealing with thermal strain 有权
标题翻译：支撑热应变的桥梁桥梁施工方法
公开(公告)号：KR100949292B1
公开(公告)日：2010-03-23
申请号：KR20090048054
申请日：2009-06-01
申请人： O K CONSULTANT CO LTD , KIM YUN HWAN
发明人： KIM SEOK TAE , KIM YUN HWAN , KIM JAE SUNG
IPC分类号： E01D19/04 , F16F15/02
CPC分类号： E01D19/04 , E01D19/042 , E01D19/043 , E01D19/046 , E01D21/00 , F16F15/02
摘要： PURPOSE: A construction method for the supports of a temporary bridge dealing with thermal strain is provided to reduce the stress of the supports and prevent the supports from being twisted by effectively removing horizontal load and vertical load which are generated by temperature change. CONSTITUTION: A construction method for the supports of a temporary bridge dealing with thermal strain comprises following steps. A first supporter(135), an elastic bearing(140), and a second supporter(145) are perforated by plural fixing bolts(160) and are fixed by nuts(170) between the bottom of the lower flange(120a) of an upper beam(120) and an upper flange(115a) of a strut(115). The supports are freely moved by controlling the horizontal load and the vertical load due to temperature change using the elastic bearing.
摘要翻译：目的：提供一种处理热应变的临时桥梁支撑的施工方法，以减少支撑的应力，防止支架受到扭曲，有效消除温度变化产生的水平荷载和垂直载荷。构成：处理热应变的临时桥梁的支撑的施工方法包括以下步骤。第一支撑件（135），弹性轴承（140）和第二支撑件（145）由多个固定螺栓（160）穿孔，并通过螺母（170）固定在下凸缘（120a）的底部上梁（120）和支柱（115）的上凸缘（115a）。通过使用弹性轴承控制由于温度变化引起的水平载荷和垂直载荷，自由移动支撑件。

5. 发明公开

KR20070117964A SYSTEM OF RAISING EACH SPAN BY CONTROLLING COMPUTER MEASUREMENTS IN THE CONTINUOS BEAM 审中-公开
标题翻译：通过控制连续波束中的计算机测量来提高每个跨度的系统
公开(公告)号：KR20070117964A
公开(公告)日：2007-12-13
申请号：KR20060052249
申请日：2006-06-10
申请人： O K CONSULTANT CO LTD
发明人： KIM YUN HWAN , AN SEOUNG SU
IPC分类号： E01D19/00 , E01D19/02 , E01D19/06 , E02D19/14
CPC分类号： E01D22/00 , B66F3/46 , B66F2700/05
摘要： A system of lifting each spans according to measurements and controls by a computer is provided to allow lift differences on each points and on each support points to be within allowable errors while independently compensating for the differences in lift by a main control computer analyzing the differences measured by displacement meters and controlling electric valves built in electric control distributors to compensate for the differences, and to prevent overloading hydraulic jacks by installing contact sensing devices to detect malfunctions of the hydraulic jacks. Electric controlled distributors, displacement meters, and contact sensing devices are directly connected to a main control computer. The electric control distributors are controlled by the main control computer, whereas hydraulic pumps are controlled by the electric control distributors. The hydraulic pumps operate hydraulic jacks to lift the upper structures of a bridge. The hydraulic pumps allow difference in lift on each points and on each support points to be within the allowable error. The difference in lift on each points and on each support points are measured by the displacement meters installed on the measurement reference surfaces. The measurements are then analyzed by the main control computer. The main control computer controls electric valves built in the electric control distributors with the new analyzed data to compensate the errors on each points and on each support points. Lift speed controlling valves and error compensating valves are built in the electric control distributors. The displacement meters have lower ends installed on the measurement reference surface, while upper ends are installed to lower parts of the upper structures. The contact sensing devices are installed on upper ends of strokes of the hydraulic jacks and on lower surfaces of the upper structures.
摘要翻译：提供根据计算机的测量和控制提升每个跨度的系统，以允许每个点和每个支撑点上的升力差在允许的误差范围内，同时主要控制计算机分析补偿差异通过位移仪表和控制内置在电气控制分配器中的电动阀来补偿差异，并通过安装接触检测装置来检测液压千斤顶的故障来防止液压千斤顶过载。电控分配器，位移计和接触检测装置直接连接到主控计算机。电控分配器由主控电脑控制，液压泵由电控分配器控制。液压泵操作液压千斤顶以提升桥的上部结构。液压泵允许每个点和每个支撑点上的电梯差异在允许的误差范围内。每个点和每个支撑点上的升力差异由安装在测量参考表面上的位移仪测量。然后通过主控计算机对测量结果进行分析。主控电脑控制内置在电控分配器中的电动阀，并附有新的分析数据，以补偿每个点和每个支撑点的误差。提升速度控制阀和误差补偿阀内置在电气控制分配器中。位移仪具有安装在测量基准表面上的下端，而上端安装在上部结构的下部。接触检测装置安装在液压千斤顶的行程的上端和上部结构的下表面上。

6. 发明申请

WO2009136762A3 METHOD FOR THE CONTINUOUS CONSTRUCTION OF PSC COMPOSITE GIRDERS USING CROSS BEAMS AS FIXING PARTS, AND A STRUCTURE THEREFOR 审中-公开
标题翻译：使用十字梁作为固定部件连续构造PSC复合梁的方法及其结构
公开(公告)号：WO2009136762A3
公开(公告)日：2010-02-18
申请号：PCT/KR2009002437
申请日：2009-05-08
申请人： OK CONSULTANT CO LTD , KIM YUN HWAN
发明人： KIM YUN HWAN
IPC分类号： E01D2/00
CPC分类号： E01D2/02 , E01D2101/28
摘要： The present invention relates to a method for the continuous construction of PSC composite girders using cross beams as fixing parts. In this method, a crossbeam and a reinforcing bar projecting from a side surface at the end part of a girder are integrally joined so converting the crossbeam which is a secondary member into primary member, and continuation prestressing strands are fixed to the crossbeam thereby allowing continuation by introducing secondary prestressing, in a simple fashion, in bridges having a plurality of spans, which is to say two or more spans. The present invention also relates to a structure for the method.
摘要翻译：本发明涉及一种用横梁作为固定部件连续构造PSC组合梁的方法。在该方法中，将从梁的端部的侧面突出的横梁和加强杆一体接合，将作为二次部件的横梁转换为一次部件，将连续的预应力束固定在横梁上，通过以简单的方式在具有多个跨距，即两个或更多个跨距的桥梁中引入二次预应力。本发明还涉及该方法的结构。

7. 发明申请

WO2012141436A3 RGB PRINTING METHOD USING PLASMA PRETREATMENT AND PLASMA APPARATUS THEREFOR 审中-公开
标题翻译：采用等离子预处理的RGB打印方法及其等离子体装置
公开(公告)号：WO2012141436A3
公开(公告)日：2012-12-13
申请号：PCT/KR2012002208
申请日：2012-03-27
申请人： SEP INC , LEE SANG RO , KIM YUN HWAN , YIM CHAN JOO
发明人： LEE SANG RO , KIM YUN HWAN , YIM CHAN JOO
IPC分类号： B41M1/14
CPC分类号： H01L51/0005 , B41M5/0011 , G02F1/133516 , H01L27/3211
摘要： 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.
摘要翻译：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. 发明申请

WO2011139036A2 ATMOSPHERIC PRESSURE PLASMA APPARATUS 审中-公开
标题翻译：大气压力等离子体设备
公开(公告)号：WO2011139036A2
公开(公告)日：2011-11-10
申请号：PCT/KR2011002933
申请日：2011-04-22
申请人： SE PLASMA INC , LEE SANG RO , IM SEONG SIL , KIM YUN HWAN , YIM CHAN JOO
发明人： LEE SANG RO , IM SEONG SIL , KIM YUN HWAN , YIM CHAN JOO
IPC分类号： H05H1/24 , C23C16/50 , H01L21/3065
CPC分类号： H05H1/34 , C23C16/513 , H05H1/28 , H05H2240/10
摘要： The present invention relates to an atmospheric pressure plasma apparatus, including an arc-jet plasma reaction unit which arc-discharges and drains a reaction gas inflowing together with a first carrier gas, and an atmospheric pressure plasma reaction unit which ionizes the drained reaction gas at atmospheric pressure to easily generate plasma in the atmospheric pressure plasma reaction unit.
摘要翻译：本发明涉及一种大气压等离子体装置，其包括对与第一载气一起流入的反应气体进行放电排出的电弧喷射等离子体反应单元，以及将排出的反应气体离子化的大气压等离子体反应单元大气压力容易在大气压等离子体反应单元中产生等离子体。

9. 发明申请

WO2012091428A3 NOVEL COMPOUND, AND ORGANIC LIGHT-EMITTING DEVICE USING SAME 审中-公开
标题翻译：新型化合物和有机发光装置
公开(公告)号：WO2012091428A3
公开(公告)日：2012-10-18
申请号：PCT/KR2011010183
申请日：2011-12-27
申请人： LG CHEMICAL LTD , HUH JUNGOH , HONG SUNG KIL , KIM YUN HWAN , PARK TAE YOON , JANG HYE YOUNG , KIM KONGKYEOM , KIM SEONG SO
发明人： HUH JUNGOH , HONG SUNG KIL , KIM YUN HWAN , PARK TAE YOON , JANG HYE YOUNG , KIM KONGKYEOM , KIM SEONG SO
IPC分类号： C09K11/06 , H01L51/54
CPC分类号： H01L51/0072 , C07C211/54 , C07C211/58 , C07C211/61 , C07C2603/18 , C07C2603/42 , C07D333/76 , C09K11/06 , C09K2211/1007 , C09K2211/1011 , C09K2211/1014 , C09K2211/1092 , H01L51/0054 , H01L51/0059 , H01L51/006
摘要： The present invention provides a novel compound containing triphenylene which can significantly improve the lifespan, efficiency, electrochemical stability and thermal stability of an organic light-emitting device, and an organic light-emitting device comprising an organic layer containing the compound.
摘要翻译：本发明提供了一种新颖的含有三亚苯的化合物，其可以显着地提高有机发光器件的寿命，效率，电化学稳定性和热稳定性，以及包含含有该化合物的有机层的有机发光器件。

10. 发明申请

WO2009136762A9 METHOD FOR THE CONTINUOUS CONSTRUCTION OF PSC COMPOSITE GIRDERS USING CROSS BEAMS AS FIXING PARTS, AND A STRUCTURE THEREFOR 审中-公开
标题翻译：使用跨边界作为固定部件的连续构造PSC复合材料的方法及其结构
公开(公告)号：WO2009136762A9
公开(公告)日：2010-04-22
申请号：PCT/KR2009002437
申请日：2009-05-08
申请人： OK CONSULTANT CO LTD , KIM YUN HWAN
发明人： KIM YUN HWAN
IPC分类号： E01D2/00
CPC分类号： E01D2/02 , E01D2101/28
摘要： The present invention relates to a method for the continuous construction of PSC composite girders using cross beams as fixing parts. In this method, a crossbeam and a reinforcing bar projecting from a side surface at the end part of a girder are integrally joined so converting the crossbeam which is a secondary member into primary member, and continuation prestressing strands are fixed to the crossbeam thereby allowing continuation by introducing secondary prestressing, in a simple fashion, in bridges having a plurality of spans, which is to say two or more spans. The present invention also relates to a structure for the method.
摘要翻译：本发明涉及使用横梁作为固定部分连续构造PSC复合梁的方法。在该方法中，横梁和从梁的端部侧面突出的钢筋整体接合，将作为次要部件的横梁转换成主要部件，并且将连续的预应力钢丝绳固定在横梁上，从而允许连续通过以简单的方式引入二次预应力，在具有多个跨度的桥梁中，即两个或多个跨度。本发明还涉及该方法的结构。

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