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1. 发明授权

KR102031784B1 고로수재슬래그 및 페로니켈 복합잔골재를 사용한 친환경 속경성 콘크리트 조성물 有权
公开(公告)号：KR102031784B1
公开(公告)日：2019-10-14
申请号：KR1020190047107
申请日：2019-04-23
申请人： 씨텍 주식회사 , (주)삼우아이엠씨 , 주식회사 씨큐알
发明人： 김건우 , 문영수 , 한상일
IPC分类号： C04B18/14 , C04B24/24 , C04B28/16 , C04B7/32 , C04B7/02 , C04B22/10 , C04B22/00 , C04B103/30 , C04B111/00 , C04B111/72

2. 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; 。“

3. 发明公开

KR1020160097979A 무기질계와 유기질계 재료가 혼합된 하이브리드 콘크리트 및 이를 이용한 교면포장공법 无效
标题翻译：使用包含无机和有机材料的混合混合物的方法
公开(公告)号：KR1020160097979A
公开(公告)日：2016-08-18
申请号：KR1020150030491
申请日：2015-03-04
申请人： (주)삼우아이엠씨
发明人： 전범준 , 장봉진 , 홍영호 , 임홍범 , 최의규
IPC分类号： E01D19/12 , E01C23/08 , E01C7/14
CPC分类号： E01D19/125 , E01C7/14 , E01C23/08
摘要： 본발명은신설교량의바닥판콘크리트를강우, 직사광선등 환경하중과통행차량하중으로부터보호하기위하여설치되는교면포장의제조와이를이용한교면포장공법에관한것으로서, 자세하게는교량의바닥판콘크리트와설치되는교면포장의부착력을증진시킴과동시에내구성을향상시킬수 있는무기질계와유기질계재료가혼합된하이브리드콘크리트및 이를이용한교면포장공법에대한것이다.
摘要翻译：本发明涉及一种桥梁的路面，其安装用于保护新建的桥梁的底部混凝土免受诸如雨，直射光等环境负荷和车辆交通负荷的影响，以及使用更具体地，涉及包含无机和有机材料的混合混凝土，其改善了底部混凝土和桥面路面之间的粘附性并提高了其耐久性，以及使用该混凝土的桥面铺装方法。桥面路面法包括检查步骤，表面处理步骤，饱和表面干燥条件保持步骤，放置步骤，平整精加工步骤，粗糙表面精加工步骤和固化步骤。

4. 发明授权

KR101627229B1 불투수성 고강도 중간층과 배수성 표층을 동시에 포설하는 도로포장 시공 방법 有权
标题翻译：同时铺路方法提供高强度不渗透中间层和可渗透路面层
公开(公告)号：KR101627229B1
公开(公告)日：2016-06-07
申请号：KR1020140055848
申请日：2014-05-09
申请人： (주)삼우아이엠씨 , (주)에이알앤씨
发明人： 윤승우 , 김장섭
IPC分类号： E01C7/18 , E01C11/24
摘要： 본발명은배수성아스팔트혼합물을사용한표층시공및 포장과관련된전반적인문제점을해결하기위한것으로, 배수성포장시공후 물이나수분의침투로인한파손또는동상에의해파손이발생되는하부도로의여러가지문제점을해결할수 있으며, 기존중간층포장후 표층을시공하는시공절차에따른작업성및 개방시간지연등의문제점을간편하게배수성표층의시공한번으로해결할수 있다. 또한, 배수성능과저소음기능등은기존의도로포장방법으로시공된경우와동일또는더욱우수하게유지하면서도동시에우수한방수성능까지겸비한중간층형태의불투수성중간층을기층과표층사이에효과적으로형성할수 있는포장공법을제공한다.

5. 发明授权

KR101341147B1 도로-교량간 포장 일체화 구조체 및 그 시공방법 有权
标题翻译：综合布置在道路桥梁上的结构及方法
公开(公告)号：KR101341147B1
公开(公告)日：2013-12-11
申请号：KR1020130072990
申请日：2013-06-25
申请人： (주)삼우아이엠씨 , 원문철
发明人： 원문철 , 최판길
IPC分类号： E01D19/12 , E01C11/00 , E01D19/02 , E01D2/00 , E04C3/293 , E04C5/16 , E01D101/26
CPC分类号： E01D19/125 , E01C11/00 , E01D2/00 , E01D19/02 , E01D2101/268 , E04C3/293 , E04C5/16
摘要： The present invention relates to a structure for integrating pavement between a road and a bridge and a construction method thereof. The structure between the road and the bridge comprises a bridge unit and a road unit on both sides of the bridge unit. A plurality of bridge post units is arranged between both bridge plate units, and a girder is installed on the upper part of the bridge post unit and the bridge plate unit. The bridge post unit includes a bridge pavement unit formed on the upper part of the girder. The road unit includes a road pavement unit formed on the upper part of an earthwork unit. The bridge pavement unit and the road pavement unit are integrally formed with continuously reinforced concrete so that a concrete pavement unit is formed.
摘要翻译：本发明涉及一种道路与桥梁路面整合结构及其施工方法。道路和桥梁之间的结构包括桥单元和桥单元两侧的道路单元。在两个桥板单元之间布置有多个桥柱单元，并且在桥柱单元和桥板单元的上部安装有梁。桥柱单元包括形成在梁的上部的桥接路面单元。道路单元包括形成在土方单元的上部的道路路面单元。桥面路面单元和道路路面单元与连续钢筋混凝土一体形成，形成混凝土路面单元。

6. 发明授权

KR101218573B1 콘크리트 노면의 줄눈부 칩핑용 차량 有权
标题翻译：混凝土输送接头车辆
公开(公告)号：KR101218573B1
公开(公告)日：2013-01-04
申请号：KR1020110009408
申请日：2011-01-31
申请人： (주)삼우아이엠씨
发明人： 박재빈 , 양정식 , 정원경
IPC分类号： E01C7/14 , E01C23/12 , E01C23/09 , E01H3/02
摘要： 콘크리트노면의줄눈부칩핑용차량이개시된다. 개시된콘크리트노면의줄눈부칩핑용차량은, 차량의후미에설치되어콘크리트노면의줄눈부를칩핑하여보수하기위해줄눈부에고압으로물을분사하여줄눈부를칩핑하는워터젯장치와; 상기워터젯장치에고압수를공급하기위해상기차량에설치된고압펌프와; 상기고압펌프에의해상기워터젯장치에고압수를제공하기위해물이저장되고, 상기차량에설치된물탱크와; 상기워터젯장치의일측에설치되어상기워터젯장치에의해칩핑된콘크리트파쇄물을흡입하는흡입장치와; 상기워터젯장치의후방으로상기차량에설치되어상기워터젯장치및 상기흡입장치를좌우로슬라이딩시키는슬라이딩장치와; 상기차량에설치되어상기흡입장치에의해흡입된콘크리트파쇄물을수거하여적재하도록구비된수거함과; 상기차량에설치되어상기워터젯장치, 상기고압펌프및 상기흡입장치를구동되게하는칩핑용엔진과; 상기차량에설치되어상기칩핑용엔진, 상기워터젯장치, 상기고압펌프및 상기흡입장치의작동을제어하는컨트롤러;를포함하는것을그 특징으로한다.

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

KR100875211B1 건식 숏크리트를 이용한 도로시설물의 보수공법 有权
标题翻译：使用干燥方法的播种结构修复方法
公开(公告)号：KR100875211B1
公开(公告)日：2008-12-19
申请号：KR1020070075331
申请日：2007-07-26
申请人： 강원대학교산학협력단 , (주)삼우아이엠씨 , 대상이앤씨(주)
发明人： 윤경구
IPC分类号： E01C7/14 , E01C23/09 , E01C19/18 , E01C23/12
CPC分类号： E01C7/147 , E01C19/18 , E01C23/0966 , E01C23/12
摘要： A repair method of road facilities using dry shotcrete is provided to minimize and simplify equipment, to simplify the progress of the work, to reduce the manpower required, to repair a horizontal joint of a concrete pavement and to repair the damaged surface simply and quickly. A repair method of road facilities comprises the steps of cutting the damaged part of road facilities(10), cleaning off impurities caused while cutting the damaged part, placing shotcrete(20) to the cut part of the road facilities in the dry method, and finishing the top of the placed shotcrete.
摘要翻译：提供使用干式喷浆混凝土的道路设施的维修方法，以最大限度地减少和简化设备，简化工作进度，减少所需人力，修复混凝土路面的水平接头，并简单快速地修复损坏的表面。道路设施的维修方法包括：切割道路设施损坏部分（10）的步骤，清理受损部件切割时产生的杂质，以干式方式将喷浆混凝土（20）放置在道路设施的切割部分;以及完成了喷涂混凝土的顶部。

9. 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。

10. 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。

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