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公开(公告)号：KR101146300B1
公开(公告)日：2012-05-21
申请号：KR1020090081634
申请日：2009-08-31
Applicant: 강릉원주대학교산학협력단 , 박철우 , (주)삼우아이엠씨
IPC: E01C15/00 , E01C19/23 , E01C23/09 , E01C7/14 , C04B33/135
Abstract: 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-
公开(公告)号：KR1020110023631A
公开(公告)日：2011-03-08
申请号：KR1020090081634
申请日：2009-08-31
Applicant: 강릉원주대학교산학협력단 , 박철우 , (주)삼우아이엠씨
IPC: E01C15/00 , E01C19/23 , E01C23/09 , E01C7/14 , C04B33/135
CPC classification number: E01C15/00 , C04B33/1352 , C04B33/1355 , E01C7/14 , E01C19/23 , E01C19/233 , E01C19/236 , E01C23/09
Abstract: 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).
Abstract translation: 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。
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公开(公告)号：WO2014058246A1
公开(公告)日：2014-04-17
申请号：PCT/KR2013/009065
申请日：2013-10-10
Applicant: (주)삼우아이엠씨
Abstract: 본 발명은 철근 유도고정 장비를 이용한 연속철근 콘크리트 포장 공법에 대한 것이다. 자세하게는, 가이드 튜브와 철근 홀딩장치가 구비된 철근 유도고정 장비를 주행, 이동시키면서 철근을 종방향으로 정위치에 배근하는 배근단계, 상기 배근단계에서 배근된 철근의 상부에 콘크리트를 타설하는 콘크리트 타설단계, 및 상기 콘크리트 타설단계에서 타설된 콘크리트의 표면을 페이버로 평탄하게 하는 마무리단계로 이루어진 연속철근 콘크리트 포장 공법에 대한 것으로서, 본 발명에 따르면 철근 배근시 횡방향 보조 철근 및 지지대 없이도 종방향 철근의 정위치 확보가 가능하여 철근량 및 노동력을 최소화하고 시공 속도를 향상시킬 수 있으며, 콘크리트 타설시 콘크리트를 도로의 측면 또는 전면에서 원활하게 공급할 수 있어 작업공간에 구애받지 않고, 철근을 겹이음할 필요가 없어 겹이음에 필요한 철근량 및 노동량을 줄일 수 있을 뿐만 아니라 종방향 철근 연결부위의 파손 발생을 최소화할 수 있다.
Abstract translation: 本发明涉及一种使用钢筋导入/固定设备构造连续钢筋混凝土路面的方法。 更具体地说，本发明涉及一种用于构造连续钢筋混凝土路面的方法，其特征在于，包括：放置步骤，在驱动和移动设置有导向管的加强钢导入/固定装置的同时，将钢筋纵向放置在适当的位置， 钢筋保持装置; 将混凝土浇注在放置在放置步骤中的钢筋的顶部上的混凝土浇注步骤; 以及通过摊铺机将浇注在混凝土浇注步骤中的混凝土的表面变平的整理步骤。 本发明被构造成使得能够在加强钢配置期间不使用横向辅助钢筋和支撑体来确保纵向钢筋的适当位置，从而使钢筋的数量和劳动力的最小化以及提高施工速度。 此外，本发明不受工作空间的限制，因为在混凝土浇筑期间可以从道路的侧面或前方平稳地供给混凝土。 此外，本发明不需要重叠地连接加强钢，因此能够减少加强钢的数量和重叠接头所需的劳动，并且还可以最小化纵向钢筋的接合部的损坏的发生。
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公开(公告)号：KR1020110122589A
公开(公告)日：2011-11-10
申请号：KR1020100042170
申请日：2010-05-04
Applicant: 강원대학교산학협력단 , 강릉원주대학교산학협력단 , (주)삼우아이엠씨
Abstract: 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).
Abstract translation: 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）。
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公开(公告)号：KR1020110091983A
公开(公告)日：2011-08-17
申请号：KR1020100011369
申请日：2010-02-08
Applicant: 강릉원주대학교산학협력단 , (주)삼우아이엠씨
CPC classification number: Y02W30/92 , E01C15/00 , C04B14/02 , C04B18/06 , E01C7/14 , E01C7/18 , E01C7/26 , E01C19/23
Abstract: 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).
Abstract translation: 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）。
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Patent Agency Ranking
公开(公告)号：KR101193915B1
公开(公告)日：2012-10-29
申请号：KR1020100042170
申请日：2010-05-04
Applicant: 강원대학교산학협력단 , 강릉원주대학교산학협력단 , (주)삼우아이엠씨
Abstract: 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.
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公开(公告)号：KR101735077B1
公开(公告)日：2017-05-15
申请号：KR1020160136194
申请日：2016-10-20
Applicant: (주)삼우아이엠씨
IPC: E01D19/12 , E01D19/14 , E01D21/00 , E01D101/26
Abstract: 본발명은교량바닥판형성을위한프리캐스트콘크리트패널을거더상면에견고하게합성되도록함과동시에캔틸레버부인근은전단면을 PC 부재로구성함으로써캔틸레버부를포함한교량바닥판전 구간에서동바리나거푸집과같은가설재의설치가불필요한프리캐스트콘크리트패널을이용한교량용바닥판에대한것이다. 본발명프리캐스트콘크리트패널을이용한교량용바닥판은교량의폭 방향으로일정간격이격되도록설치되는복수의거더상부에설치되는것으로, 최외곽거더와내측거더사이의교량바닥판을형성하기위해최외곽거더와내측거더사이에거치되어상부에현장타설콘크리트가타설되도록교량바닥판의거푸집역할을하는부분 PC 부재인제2패널및 상기제2패널의외측단에일체로결합되고, 일단이최외곽거더의외측으로일정길이돌출되어교량의캔틸레버부를형성하는전단면 PC 부재인제1패널로구성되는프리캐스트콘크리트패널; 상기프리캐스트콘크리트패널과교폭방향으로인접하도록내측거더상부에일단이거치되는부분 PC 패널; 및상기프리캐스트콘크리트패널의제2패널및 부분 PC 패널의상면에제1패널의상면높이까지타설되는현장타설콘크리트; 로구성되는것을특징으로한다.
Abstract translation: 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; 。“
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公开(公告)号：KR1020090077342A
公开(公告)日：2009-07-15
申请号：KR1020080003225
申请日：2008-01-10
Abstract: 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.
Abstract translation: 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。
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公开(公告)号：KR100847726B1
公开(公告)日：2008-07-23
申请号：KR1020080030880
申请日：2008-04-02
Applicant: (주)삼우아이엠씨
CPC classification number: E01C11/045 , E01C7/16 , E01C11/10 , E01C23/09
Abstract: 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.
Abstract translation: 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。
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公开(公告)号：KR1020080000436A
公开(公告)日：2008-01-02
申请号：KR1020060058251
申请日：2006-06-27
Applicant: (주)삼우아이엠씨 , 대상이앤씨(주) , 강원대학교산학협력단
CPC classification number: E01C7/147 , E01C23/06 , E01C23/128
Abstract: 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.
Abstract translation: 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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