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1. 发明授权

KR101146300B1 자전거 전용 도로포장 구조물의 시공방법 有权
标题翻译：自行车构造结构施工方法
公开(公告)号：KR101146300B1
公开(公告)日：2012-05-21
申请号：KR1020090081634
申请日：2009-08-31
申请人： 강릉원주대학교산학협력단 , 박철우 , (주)삼우아이엠씨
发明人： 이승우 , 박철우 , 김기헌
IPC分类号： E01C15/00 , E01C19/23 , E01C23/09 , E01C7/14 , C04B33/135
摘要： 본 발명은 노상층(100); 5 ~ 20cm 두께로 노상층(100) 상부에 형성된 보조기층(200); 5 ~ 15cm의 두께로 RCCP(Roller Compacted Concrete Pavement)용 콘크리트 조성물에 의해 보조기층(200) 상부에 형성된 표층(300);을 포함하는 자전거 전용 도로포장 구조물을 제시함으로써, 우천 시 수막현장, 미끄럼저항성의 저하로 인한 사고의 위험을 방지할 수 있고, 시공 및 유지관리비용이 적어 경제적이면서도, 동결융해, 건조수축 등 환경영향에 대한 저항성이 우수한 구조를 제시한다.
도로포장, 자전거, RCCP

2. 发明公开

KR1020110023631A 자전거 전용 도로포장 구조물의 시공방법 有权
标题翻译：自行车的结构及其构造方法
公开(公告)号：KR1020110023631A
公开(公告)日：2011-03-08
申请号：KR1020090081634
申请日：2009-08-31
申请人： 강릉원주대학교산학협력단 , 박철우 , (주)삼우아이엠씨
发明人： 이승우 , 박철우 , 김기헌
IPC分类号： E01C15/00 , E01C19/23 , E01C23/09 , E01C7/14 , C04B33/135
CPC分类号： E01C15/00 , C04B33/1352 , C04B33/1355 , E01C7/14 , E01C19/23 , E01C19/233 , E01C19/236 , E01C23/09
摘要： PURPOSE: A paving structure for a bicycle road is provided to improve the resistivity against environmental influence, freezing-thawing and drying shrinkage and to prevent slipping in rain. CONSTITUTION: A paving structure for a bicycle road comprises a road layer(100), an auxiliary base course(200), and a surface layer(300). The auxiliary base course is formed on top of the road layer in 5~20cm thickness. The surface layer is formed on top of the auxiliary base course in 5~15cm thickness. The surface layer is formed on concrete composition for RCCP(Roller Compacted Concrete Pavement).
摘要翻译：目的：提供一种用于自行车道路的铺路结构，以提高电阻率，防止环境影响，冻融和干燥收缩，并防止雨中滑倒。构成：用于自行车道的铺路结构包括道路层（100），辅助基层（200）和表面层（300）。辅助基层在5〜20cm厚的路面上形成。表层以5〜15cm的厚度形成在辅助基层的顶部。表面层由RCCP（辊式压实混凝土路面）的混凝土组成形成。

3. 发明公开

KR1020110122589A 자전거 전용 도로포장공법 有权
标题翻译：自行车的方法
公开(公告)号：KR1020110122589A
公开(公告)日：2011-11-10
申请号：KR1020100042170
申请日：2010-05-04
申请人： 강원대학교산학협력단 , 강릉원주대학교산학협력단 , (주)삼우아이엠씨
发明人： 김기헌 , 이승우 , 박철우
IPC分类号： E01C15/00 , E01C7/14 , C04B14/02 , G01N1/28
CPC分类号： E01C15/00 , C04B14/02 , E01C7/14 , G01N1/28
摘要： PURPOSE: A bicycle road paving method is provided to secure superior slip resistance and permeability through control of aggregate grain size. CONSTITUTION: A bicycle road paving method is as follows. Concrete composition, slump of 0~3cm, with a water-cement ratio of 0.5~0.6 is prepared. The concrete composition is placed on the top of a roadbed layer(100) or an auxiliary base layer(200) with an RCCP(Roller Compacted Concrete Pavement) method to form a surface layer(300).
摘要翻译：目的：提供一种自行车道路铺路方法，通过控制骨料粒度确保优异的防滑性和渗透性。规定：自行车道铺路方法如下。混凝土组成，0〜3cm坍落度，水泥比为0.5〜0.6。混凝土组合物通过RCCP（辊式压实混凝土路面）方法放置在路基层（100）或辅助基层（200）的顶部上以形成表面层（300）。

4. 发明公开

KR1020110091983A 자전거 전용 도로포장 구조물 및 그 시공방법 无效
标题翻译：自行车的结构及其构造方法
公开(公告)号：KR1020110091983A
公开(公告)日：2011-08-17
申请号：KR1020100011369
申请日：2010-02-08
申请人： 강릉원주대학교산학협력단 , (주)삼우아이엠씨
发明人： 이승우 , 김기헌
IPC分类号： E01C15/00 , E01C19/23 , C04B14/02 , C04B18/06 , E01C7/14 , E01C7/18 , E01C7/26
CPC分类号： Y02W30/92 , E01C15/00 , C04B14/02 , C04B18/06 , E01C7/14 , E01C7/18 , E01C7/26 , E01C19/23
摘要： PURPOSE: A bicycle lane pavement structure and a construction method thereof are provided to improve the durability of pavement and reduce maintenance costs. CONSTITUTION: A construction method for a bicycle lane pavement structure is as follows. A roadbed layer(100) is formed through compaction of the ground. Concrete composition is transported with the moisture evaporation restricted. The concrete composition is placed and compacted with a roller 20 times or more to form a surface layer(200).
摘要翻译：目的：提供自行车道路面结构及其施工方法，以提高路面的耐久性，降低维护成本。构成：自行车道路面结构的施工方法如下。通过压实地面形成路基层（100）。水分蒸发受到限制，运输混凝土组成。用辊子将混凝土组合物放置并压实20次以上以形成表面层（200）。

5. 发明授权

KR101193915B1 자전거 전용 도로포장공법 有权
标题翻译：自行车的方法
公开(公告)号：KR101193915B1
公开(公告)日：2012-10-29
申请号：KR1020100042170
申请日：2010-05-04
申请人： 강원대학교산학협력단 , 강릉원주대학교산학협력단 , (주)삼우아이엠씨
发明人： 김기헌 , 이승우 , 박철우
IPC分类号： E01C15/00 , E01C7/14 , C04B14/02 , G01N1/28
摘要： 본 발명은 0 ~ 3cm의 슬럼프이고, 물-시멘트비 0.5 ~ 0.6인 콘크리트 조성물을 제조하는 콘크리트 조성물 제조단계; 콘크리트 조성물을 RCCP(Roller Compacted Concrete Pavement) 공법에 의해 노상층(100) 또는 보조기층(200)의 상부에 타설하여 표층(300)을 형성하는 콘크리트 타설단계;를 포함하는 자전거 전용 도로포장공법을 제시함으로써, 내구성, 경제성, 환경 영향에 대한 저항성이 우수한 자전거 전용 도로포장 구조물을 시공할 수 있도록 한다.

6. 发明授权

KR101735077B1 프리캐스트 콘크리트 패널을 이용한 교량용 바닥판 有权
标题翻译：使用预制混凝土板的桥梁桥面板
公开(公告)号：KR101735077B1
公开(公告)日：2017-05-15
申请号：KR1020160136194
申请日：2016-10-20
申请人： (주)삼우아이엠씨
发明人： 서진원 , 김기헌 , 원문철 , 최판길 , 김대호 , 임진선
IPC分类号： E01D19/12 , E01D19/14 , E01D21/00 , E01D101/26
摘要： 본발명은교량바닥판형성을위한프리캐스트콘크리트패널을거더상면에견고하게합성되도록함과동시에캔틸레버부인근은전단면을 PC 부재로구성함으로써캔틸레버부를포함한교량바닥판전 구간에서동바리나거푸집과같은가설재의설치가불필요한프리캐스트콘크리트패널을이용한교량용바닥판에대한것이다. 본발명프리캐스트콘크리트패널을이용한교량용바닥판은교량의폭 방향으로일정간격이격되도록설치되는복수의거더상부에설치되는것으로, 최외곽거더와내측거더사이의교량바닥판을형성하기위해최외곽거더와내측거더사이에거치되어상부에현장타설콘크리트가타설되도록교량바닥판의거푸집역할을하는부분 PC 부재인제2패널및 상기제2패널의외측단에일체로결합되고, 일단이최외곽거더의외측으로일정길이돌출되어교량의캔틸레버부를형성하는전단면 PC 부재인제1패널로구성되는프리캐스트콘크리트패널; 상기프리캐스트콘크리트패널과교폭방향으로인접하도록내측거더상부에일단이거치되는부분 PC 패널; 및상기프리캐스트콘크리트패널의제2패널및 부분 PC 패널의상면에제1패널의상면높이까지타설되는현장타설콘크리트; 로구성되는것을특징으로한다.
摘要翻译：本发明，并且在同一时间在悬臂部分附近gaseoljae如肖氏或在桥面板殿部分，包括通过形成的前端面到PC构件悬臂的部分模板，以牢固地复合预制混凝土板形成桥面到梁的上表面本发明涉及一种使用预制混凝土板的桥梁底板，其中不需要安装预制混凝土板。为桥板与混凝土板的本发明的预制以形成多个梁的上方将要安装已安装，使得在桥，最外面的主梁和内托梁最外之间的桥面板的横向方向上隔开预定间隔与梁的外端部一体地连接，并且被安装投就地内托梁之间的混凝土是用于桥面板的模具的作用部分PC构件，使得在西班牙第二面板铸造就地和在顶部的第二面板，最外面的梁的一端一种预制混凝土面板，其由前端PC部件in-1面板向外突出预定长度以形成桥梁的悬臂部分; 部分PC板，其一端安装在内梁的上部，以便在悬挂方向上与预制混凝土板相邻; 并且浇注混凝土浇注到第二板的上表面上的第一板的上表面和预制混凝土板的局部PC板; 。“

7. 发明公开

KR1020090077342A 도로포장의 덧씌우기 공법 有权
标题翻译：混凝土回收方法
公开(公告)号：KR1020090077342A
公开(公告)日：2009-07-15
申请号：KR1020080003225
申请日：2008-01-10
申请人： (주)삼우아이엠씨 , (주)우행건설 , (주)원탑건설
发明人： 김기헌 , 조윤호 , 배종오 , 권수안 , 정원경
IPC分类号： E01C7/14 , E01C11/18 , E01C23/08
CPC分类号： E01C7/147 , E01C11/18 , E01C23/08
摘要： A method of overlaying a road pavement is provided to secure long-term commonality, to have excellent adhesive strength with the existing pavement, and to make early traffic opening possible. A method for overlaying a road pavement comprises the steps of surfacing the existing road pavement(100), installing a reinforcement material(200) on the top of the surfaced road pavement, and forming an overlay layer(300) by placing cement concrete on the surface where the reinforcement material is installed, wherein the surfacing step includes the steps of by removing impurities on the surface of the existing road pavement, forming irregularities on the surface of the existing road pavement and cutting the surface of the existing road pavement into the appointed length.
摘要翻译：提供了一种覆盖路面的方法，以确保长期的共同性，与现有路面具有优异的粘合强度，并使早期的交通开放成为可能。一种用于覆盖道路路面的方法包括以下步骤：将现有道路路面（100）铺展，在所述铺面路面的顶部上安装加固材料（200），并且通过将水泥混凝土置于所述路面上形成覆盖层（300）表面，其中表面步骤包括以下步骤：通过去除现有道路路面的表面上的杂质，在现有道路路面的表面上形成凹凸，并将现有道路路面的表面切割成指定的长度。

8. 发明授权

KR100847726B1 프리스트레스트 콘크리트 포장 구조 및 그 시공 방법 有权
标题翻译：预应力混凝土结构及其施工方法
公开(公告)号：KR100847726B1
公开(公告)日：2008-07-23
申请号：KR1020080030880
申请日：2008-04-02
申请人： (주)삼우아이엠씨
发明人： 김동호 , 김기헌 , 배종오 , 원문철
IPC分类号： E01C11/04 , E01C11/10 , E01C7/16 , E01C23/09
CPC分类号： E01C11/045 , E01C7/16 , E01C11/10 , E01C23/09
摘要： A prestressed concrete pavement structure and a construction method of a prestressed concrete pavement structure are provided to offer a high quality concrete paved road by restraining the formation of cracks, preventing the damage of a concrete paved road and excluding maintenance work, to extend the service life of a joint by preventing the damage of a joint and to offer a joint without maintenance, and to secure pleasant trafficability and to improve in appearance by preventing noise and improving ride comfort. A prestressed concrete pavement structure for introducing a prestressed concrete pavement method to a general concrete road comprises a concrete slab(1) installed on a base layer(2) composed of a first base layer(3) and a second base layer(4), a tendon(6) installed in the concrete slab in the vertical direction at the tensed state and coupled to two ends of the concrete slab by an anchorage(7), and plural joints(10) installed to the concrete slab at regular intervals in the vertical direction and composed of a lower reinforcement slab(20) and a beam(30). A construction method of a prestressed concrete pavement structure comprises the steps of: locating a beam on a part where a joint is to be installed in the transverse direction of a road, and placing a lower reinforcement slab on a base layer of the road to make a lower flange of the beam buried to the appointed depth; installing a sheet for preventing friction among the lower reinforcement slab, the base layer of a road and the concrete slab; installing an elastic member(50) between the end of the concrete slab and the beam; installing a tendon in a part for concrete pavement in the vertical direction while being inserted to the inside of a duct(6a); forming a concrete slab by placing concrete between the beams; and tensing the tendon by pulling one end of the tendon via a penetration(33) of the beam after curing the concrete slab.
摘要翻译：提供预应力混凝土路面结构和预应力混凝土路面结构施工方法，通过限制裂缝形成，防止混凝土铺筑道路的损坏，排除维修工作，提供优质的混凝土铺路，延长使用寿命通过防止关节的损坏并且不维护地提供联合，并且通过防止噪音和改善乘坐舒适性来确保愉快的交通能力和外观改善。将预应力混凝土路面法引入一般混凝土路面的预应力混凝土路面结构包括：安装在由第一基层（3）和第二基层（4）构成的基层（2）上的混凝土板（1）将钢筋（6）以纵向方式安装在混凝土板中，并且通过锚固件（7）与混凝土板的两端相连，并且在该混凝土板中以规则的间隔安装在多个接头由下加强板（20）和梁（30）构成。一种预应力混凝土路面结构的施工方法，其特征在于包括以下步骤：沿着道路的横向将梁定位在要安装接头的部分上，并将下加强板放在道路的基层上，梁的下法兰掩埋在指定深度; 安装用于防止下加强板，道路基层和混凝土板之间摩擦的片材; 在混凝土板的端部和梁之间安装弹性构件（50）; 在插入到管道（6a）的内部的同时，在竖直方向上安装用于混凝土路面的部分的腱; 通过在混凝土梁之间放置混凝土来形成混凝土板; 并且通过在固化混凝土板之后通过梁的穿透（33）拉动腱的一端来拉紧腱。

9. 发明公开

KR1020080000436A 교면 포장의 보수공법 有权
标题翻译：桥梁修复方法
公开(公告)号：KR1020080000436A
公开(公告)日：2008-01-02
申请号：KR1020060058251
申请日：2006-06-27
申请人： (주)삼우아이엠씨 , 대상이앤씨(주) , 강원대학교산학협력단
发明人： 김기헌 , 윤경구 , 김용곤 , 문영수 , 길용수 , 정원경 , 최성용 , 임홍범
IPC分类号： E01C7/14 , E01C23/06 , E01C23/12
CPC分类号： E01C7/147 , E01C23/06 , E01C23/128
摘要： A repair method of a bridge deck pavement is provided to perform construction quickly, to join with the existing pavement effectively and to secure excellent long-term strength and durability. A repair method of a bridge deck pavement for repairing a bridge deck pavement with a bar arrangement layer(1) formed by arranging bars(10) inward comprises the steps of: crushing an upper pavement(2) of the bar arrangement layer; cutting the bar arrangement layer by spraying water under high pressure; cleaning the cutting surface by spraying high pressure water using a water jet; placing concrete on the cleaned surface; and finishing the surface of the concrete to make the surface of the concrete level with the existing pavement.
摘要翻译：提供桥面路面的修复方法，快速进行施工，有效加固现有路面，确保长期的强度和耐久性。一种用于修理桥面路面的桥面路面的修复方法，其具有通过向内排列杆（10）形成的杆布置层（1），包括以下步骤：破碎所述杆布置层的上路面（2）通过在高压下喷洒水来切割棒布置层; 使用喷水喷射高压水清洗切割表面; 将混凝土置于清洁的表面上; 并整理混凝土表面，使现有路面的混凝土水平面。

10. 发明授权

KR100780370B1 철근 콘크리트 도로포장용 타이 바 및 이를 이용한 철근콘크리트 도로포장공법 有权
标题翻译：用于加固混凝土和增强混凝土混凝土方法的钢筋
公开(公告)号：KR100780370B1
公开(公告)日：2007-11-29
申请号：KR1020060051597
申请日：2006-06-08
申请人： (주)삼우아이엠씨 , 김동호
发明人： 김동호 , 김기헌 , 원문철 , 최성철
IPC分类号： E01C11/02 , E01C11/16 , E01C11/18 , E01C7/16
CPC分类号： E01C11/02 , E01C7/16 , E01C11/16 , E01C11/18
摘要： A tie bar for paving a road with reinforced concrete and a method for paving a road with reinforced concrete are provided to raise the stability of a pavement structure by facilitating the connection work between adjacent tie bars. A tie bar for paving a road comprises an auxiliary member for informing a location, which is installed at one end or two opposite ends of the tie bar(30) to easily find a location of the end of the tie bar after performing an installation work and a finishing work for a pavement material. The auxiliary member, which extends from one end or two opposite ends of the tie bar, includes a foldable extension unit. The foldable extension unit includes a hinge unit(111), which is formed at one end or two opposite ends of the tie bar, and an extension bar(100A), one end of which rotates at the hinge unit.
摘要翻译：提供用钢筋混凝土铺路的连接杆和用钢筋混凝土铺设道路的方法，以通过促进相邻连杆之间的连接工作来提高路面结构的稳定性。用于铺路的连接杆包括用于通知安装在连接杆（30）的一端或两个相对端处的位置的辅助构件，以便在执行安装工作之后容易地找到连杆的端部的位置以及路面材料的整理工作。辅助构件从连接杆的一端或两端延伸，包括可折叠延伸单元。可折叠延伸单元包括形成在连接杆的一端或两个相对端的铰链单元（111），以及延伸杆（100A），其一端在铰链单元处旋转。

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