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1. 发明授权

KR100909212B1 포장보수용 콘크리트 조성물 有权
标题翻译：混凝土组合物修复
公开(公告)号：KR100909212B1
公开(公告)日：2009-07-23
申请号：KR1020080034658
申请日：2008-04-15
申请人： 한국건설기술연구원 , 강원대학교산학협력단 , (주)삼우아이엠씨 , 한국도로공사
发明人： 권수안 , 남정희 , 전성일 , 안지환 , 윤경구 , 최판길 , 김기헌 , 배종오 , 김동호
IPC分类号： C04B28/00 , C04B18/08 , C04B14/02
CPC分类号： C04B28/02 , C04B28/10 , C04B2111/00293 , C04B2111/00448 , C04B2111/0075 , C04B2111/2015 , C04B2111/2023 , C04B2111/2038 , Y02W30/92 , C04B18/088 , C04B22/064 , C04B7/02
摘要： A concrete composition for pavement repairing is provided to show excellent resistance to sulfate while reducing hydration heat and permeability and to suppress an alkali aggregate reaction. A concrete composition for pavement repairing comprises: 17-19wt% of binder containing 85-90wt% of ultra-rapid hardening cement and 10-15wt% of ultra-fine fly ash; and 5-15wt% of calcium hydroxide on a basis of the ultra-fine fly ash. A ratio of water to cement is 44-48% by weight. The content of fine aggregate is 32-37wt%. The content of coarse aggregate is 36-41wt%. The maximum size of the coarse aggregate is 19mm. The concrete composition for pavement repairing additionally contains 0.3-0.5wt% of multifunctional air-entaining agent and 0.2-0.5wt% of retarding agent on a basis of the binder.
摘要翻译：提供了用于路面修复的具体组合物，以显示出优异的耐硫酸盐性，同时降低水化热和渗透性并抑制碱聚集反应。用于路面修复的混凝土组合物包括：含有85-90wt％超快硬化水泥和10-15wt％超细粉煤灰的粘结剂17-19wt％; 和基于超细粉煤灰的氢氧化钙5-15重量％。水与水泥的比例为44-48重量％。细骨料含量为32-37wt％。粗骨料含量为36-41wt％。粗骨料的最大尺寸为19mm。用于路面修补的混凝土组合物另外含有0.3-0.5重量％的多功能空气引入剂和0.2-0.5重量％的基于粘合剂的延迟剂。

2. 发明公开

KR1020090098406A 포장평탄화장비 有权
标题翻译： PAVER
公开(公告)号：KR1020090098406A
公开(公告)日：2009-09-17
申请号：KR1020080023781
申请日：2008-03-14
申请人： (주)삼우아이엠씨 , 강원대학교산학협력단 , 대상이앤씨(주)
发明人： 김기헌 , 윤경구 , 배종오 , 김용곤 , 정원경 , 임홍범
IPC分类号： E01C19/24 , E01C23/06 , E01C19/48 , E01C19/43
CPC分类号： E01C19/24 , E01C19/43 , E01C19/48 , E01C23/06
摘要： A pavement planarization apparatus is provided, which can obtain excellent flatness of the packing road surface and enables to perform planarization work easily. A pavement planarization apparatus comprises: a roller(10) which is installed to be moved while being rotated in the construction road(4) in which the pavement material(2) is poured; a roller guide(20) which is installed at the construction road side in the traveling direction of the roller, supports the roller and guides the rotation movement of the roller; and a roller supporter(30) which is combined to support the roller and is coupled with a roller guide.
摘要翻译：提供一种路面平坦化装置，其能够获得包装路面的优异的平坦度，并且能够容易地进行平坦化工作。路面平面化装置包括：辊（10），其安装成在其中倾倒路面材料（2）的施工道路（4）中旋转的同时移动; 在辊的行进方向上安装在施工道路侧的辊导向件（20）支撑辊并引导辊的旋转运动; 以及滚轮支撑件（30），其组合以支撑所述辊并与滚子引导件联接。

3. 发明授权

KR100836856B1 마무리 작업모듈을 이용한 콘크리트 경사면의 보수공법 失效
标题翻译：使用完成模块对混凝土结构中的坡度进行维修方法
公开(公告)号：KR100836856B1
公开(公告)日：2008-06-11
申请号：KR1020080017458
申请日：2008-02-26
申请人： (주)삼우아이엠씨 , 대상이앤씨(주) , 강원대학교산학협력단
发明人： 김기헌 , 윤경구 , 배종오 , 정원경 , 최성용 , 임홍범 , 김용곤
IPC分类号： E02D37/00 , E04G23/02 , E02B3/12 , E02B5/02
CPC分类号： E02D37/00 , E02B3/12 , E02B5/02 , E02D2250/0023 , E02D2250/0053 , E02D2600/10 , E04G23/0203
摘要： A repair method for a concrete slope using a finish module is provided to bond the existing concrete with the poured concrete stably by driving a finish work module upward and downward and finishing the shotcrete poured surface. A repair method for a concrete slope using a finish module comprises the methods of; installing a crushing module(100) having crushing module supporters(110) for driving a pair of rails(10a,10b) and pressurized water injection devices(120) guided to the crushing module supporters; injecting the pressurized water to a degradation part of a concrete slope(1); installing a work module(300) having worktable supporters(310) for driving the rails and worktables(320) guided to the worktable supporters; pouring shotcrete on the cleaned concrete slope; mounting a finish work module(400) having finish device supporters(410) driven along the rails and finish devices(420) guided to the finish device supporters; and finishing the shotcrete poured surface.
摘要翻译：提供一种使用精加工模块的混凝土坡道的修复方法，通过向上和向下驱动精加工模块来稳定地将现有混凝土与浇注混凝土结合，并完成喷浆混凝土浇注表面。使用完成模块的混凝土斜坡修复方法包括以下方法：安装具有破碎模块支撑体（110）的破碎模块（100），用于驱动引导到破碎模块支撑件的一对轨道（10a，10b）和加压注水装置（120）; 将加压水注入混凝土斜坡（1）的退化部分; 安装具有用于驱动轨道的工作台支撑件（310）和被引导到工作台支撑件的工作台（320）的工作模块（300）; 在混凝土斜坡上倾倒喷浆混凝土; 安装具有沿着轨道驱动的整饰装置支撑件（410）和引导到完成装置支撑件的精加工装置（420）的精加工模块（400）; 并整理喷浆混凝土浇筑表面。

4. 发明授权

KR101001157B1 포장평탄화장비 有权
标题翻译： PAVER
公开(公告)号：KR101001157B1
公开(公告)日：2010-12-15
申请号：KR1020080023781
申请日：2008-03-14
申请人： (주)삼우아이엠씨 , 강원대학교산학협력단 , 대상이앤씨(주)
发明人： 김기헌 , 윤경구 , 배종오 , 김용곤 , 정원경 , 임홍범
IPC分类号： E01C19/24 , E01C23/06 , E01C19/48 , E01C19/43
摘要： 본 발명은 건설, 토목 분야에 관한 것으로서, 특히 신설 포장 노면 시공 또는 포장 노면의 보수 시공시, 시공 노면이 평평하고 단단하도록 평탄화 작업할 때 유용하게 사용될 수 있는 포장평탄화장비에 관한 것이다. 특히 본 발명은 포장재가 타설된 시공 노면 내에서 회전되면서 이동되도록 설치되는 롤러와, 상기 시공 노면 옆에, 상기 롤러의 이동방향을 따라 설치되는 롤러 가이드와, 상기 롤러를 지지토록 결합되고 상기 롤러 가이드와 이동 가능토록 결합된 롤러 지지대를 포함함으로써, 우수한 평탄성을 확보할 수 있고, 평탄화 작업이 용이한 포장평탄화장비를 제공한다.
포장, 도로 포장, 콘크리트, 아스팔트, 평탄화, 롤러

5. 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。

6. 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。

7. 发明公开

KR1020150040010A 아스팔트 세그먼트를 이용한 도로파손 보수공법 有权
标题翻译：沥青路面损伤修复方法采用段
公开(公告)号：KR1020150040010A
公开(公告)日：2015-04-14
申请号：KR1020130118501
申请日：2013-10-04
申请人： (주)삼우아이엠씨
发明人： 안진홍 , 조봉수 , 김기헌 , 배종오
IPC分类号： E01C23/10
CPC分类号： E01C11/005 , E01C7/187 , E01C23/10
摘要： 본발명은아스팔트세그먼트를이용한도로파손보수공법에관한것이다. 이를위하여, 본발명은도로의파손된부분에아스팔트세그먼트를삽입하여보수하는아스팔트세그먼트를이용한도로파손보수공법에있어서, 상기도로의파손부를확인하는파손부확인단계와; 상기파손부를절삭장치로절삭하여보수홀을형성하는보수홀형성단계와; 상기보수홀에전도성재료가함유된아스팔트세그먼트를삽입하는세그먼트삽입단계와; 상기아스팔트세그먼트가삽입된보수홀에전자기파발생장치가맞대어져전자기파가발생되어상기아스팔트세그먼트에함유된전도성재료가가열됨으로서상기아스팔트세그먼트의아스팔트바인더일부가융해되어보수홀의내면에융착되어지는전도성재료가열융착단계; 및상기아스팔트세그먼트에서융해된아스팔트바인더가보수홀의내부에서냉각되어지는냉각단계로이루어짐을특징으로한다. 따라서, 본발명은타일형태의아스팔트세그먼트를이용하여도로파손부위가보수되도록함으로써, 즉각적이고항구보수가가능하도록하는가운데이를통해자원의낭비를막을수 있도록하고, 아울러시공비를줄이는가운데보수과정에서발생되는교통지정체를최소화할수 있도록한 것이다.
摘要翻译：本发明涉及一种使用沥青段的损坏道路的修理方法，该沥青段用于通过将沥青段插入损坏部分来修复道路上的损坏部分。使用沥青段的损坏道路的修理方法包括：用于确认道路上损坏部分的损坏部分确认步骤; 修理孔形成步骤，用于通过切割装置切割修复损坏的部件来形成孔; 用于将含沥青段的导电材料插入到所述修复孔中的段插入步骤; 导电材料加热融合步骤，用于通过加热产生电磁波的含沥青段的导电材料来熔化沥青段的一部分沥青粘合剂的内部修理孔，使得电磁波产生装置接触沥青段插入的修理孔; 以及冷却步骤，用于在沥青段中熔化的修理孔上冷却沥青结合料。因此，本发明是通过使用瓦片式沥青段来修复道路上的损坏部分，从而本发明可以防止资源的浪费并且能够立即和永久地进行维护，从而降低施工成本并减少修理工作。

8. 发明授权

KR101342041B1 실런트를 삽입한 역청계 페이빙 보수 공법 有权
标题翻译：带插入式密封剂的方法
公开(公告)号：KR101342041B1
公开(公告)日：2013-12-16
申请号：KR1020130037391
申请日：2013-04-05
申请人： (주)삼우아이엠씨
发明人： 김기헌 , 배종오 , 안진홍 , 전범준 , 조봉수
IPC分类号： E01C23/02 , E01C23/09
CPC分类号： E01C23/02 , E01C23/025 , E01C23/026 , E01C23/09 , E01C23/0966
摘要： The present invention relates to a paving method for road surface maintenance. The present invention is a pitch system paving maintenance method which repairs a decrepit road with a pitch system and comprises; a road surface high pressure watering step of watering a road surface of the road with high pressure using a sprinkler; a vacuum absorption step of taking in moisture and foreign substances of the road surface with an inhaler after the road surface high pressure watering step; a crack part displaying step of displaying a crack part shown on the road surface after the vacuum absorption step; a frame coating material spreading step of spreading a frame coating material to the road surface after crack part displaying step; a pitch system paving step of paving a pitch system on the frame coating material spreading surface in which the frame coating material is spread after the frame coating material spreading step; a pitch system paving hardening step of hardening the pitch system paving surface after the pitch system paving step; a joint groove forming step of forming a joint groove on the pitch system paving surface after the pitch system paving hardening step of and of forming the joint groove on the top of the crack part which is displayed in the crack part displaying step; a primer spreading step of spreading primer on both wall sides inside the joint groove formed in the joint groove forming step; and a bonding type molding sealant inserting step of inserting bonding type molding sealant into the joint groove in which the primer is spread by the primer spreading step. [Reference numerals] (S100) Road surface high pressure watering step;(S200) Vacuum absorption step;(S250) Road surface drying step;(S300) Crack part displaying step;(S400) Frame coating material spreading step;(S450) Spreading surface drying step;(S50) Road surface cutting step;(S500) Pitch system paving step;(S600) Pitch system paving hardening step;(S700) Joint groove forming step;(S800) Primer spreading step;(S900) Bonding type molding sealant inserting step
摘要翻译：本发明涉及路面维修的铺路方法。本发明是一种俯仰系统铺路维修方法，该方法是用俯仰系统修复破碎的道路，并包括：使用喷洒器高压浇灌路面路面的路面高压浇水步骤; 在路面高压浇水步骤之后用吸入器吸入路面的水分和异物的真空吸附步骤; 在真空吸附步骤之后，显示在路面上显示的裂纹部分的裂纹部分显示步骤; 框架涂覆材料铺展步骤，在裂纹部分显示步骤之后将框架涂层材料铺展到路面; 在框架涂覆材料铺展步骤之后在框架涂层材料铺展表面上摊铺沥青系统的沥青系统铺路步骤; 在俯仰系统铺路步骤之后对俯仰系统铺路面进行硬化的俯仰系统铺路硬化步骤; 在所述裂纹部显示步骤中显示的所述裂纹部的顶部上形成所述接合槽之后，在所述俯仰系统铺路面上形成接合槽的接合槽形成工序; 在形成在接缝槽形成工序中的接缝槽内的两侧壁上涂布底漆的底漆涂布工序; 以及粘合型成型密封剂插入步骤，其通过底漆涂布步骤将粘结型模塑密封剂插入到底漆铺展的接缝槽中。（S100）路面高压浇水工序;（S200）真空吸附工序;（S250）路面干燥工序;（S300）裂纹部显示工序;（S400）框架涂料扩散工序;（S450）表面干燥工序;（S50）路面切割工序;（S500）间距系统铺路工序;（S600）间距系统铺路硬化工序;（S700）接头槽形成工序;（S800）底漆涂布工序;（S900）密封剂插入步骤

9. 发明授权

KR101142975B1 도로포장의 덧씌우기 공법 有权
标题翻译：恢复方法
公开(公告)号：KR101142975B1
公开(公告)日：2012-05-08
申请号：KR1020110094823
申请日：2011-09-20
申请人： (주)삼우아이엠씨 , (주)우행건설 , (주)원탑건설
发明人： 김기헌 , 배종오 , 양정식 , 전범준
IPC分类号： E01C11/00 , E01C23/09 , E01C23/12 , E01H3/02
CPC分类号： E01C11/005 , E01C23/09 , E01C23/0906 , E01C23/12 , E01H3/02
摘要： PURPOSE: A recovery method for pavement is provided to extend a service life by improving adhesive power between existing and new pavements. CONSTITUTION: A recovery method for pavement is as follows. The surface of an existing pavement(10) is cut. Impurities generated during the cutting work are removed using a high-pressure water sprinkler(100). The sprinkled water is removed by a vacuum suction device. An overlay layer is formed by placing asphalt concrete on the surface of the existing pavement.
摘要翻译：目的：提供路面的恢复方法，通过提高现有路面和新路面之间的粘合力，延长使用寿命。规定：路面恢复方法如下。现有路面（10）的表面被切割。使用高压喷水灭火器（100）除去在切割过程中产生的杂质。洒水由真空抽吸装置除去。通过将沥青混凝土放置在现有路面的表面上形成覆盖层。

10. 发明授权

KR100847725B1 도로의 조인트 구조 및 그 시공 방법 有权
标题翻译：道路联合结构及其施工方法
公开(公告)号：KR100847725B1
公开(公告)日：2008-07-23
申请号：KR1020080030877
申请日：2008-04-02
申请人： (주)삼우아이엠씨
发明人： 김동호 , 김기헌 , 배종오 , 원문철
IPC分类号： E01C11/02 , E01C11/04 , E01C11/10 , E01C11/12
CPC分类号： E01C11/02 , E01C11/04 , E01C11/10 , E01C11/12
摘要： A joint structure of a road and a construction method of a joint structure of a road are provided to extend service life and to have high quality without maintenance by forming a joint by installing a wide beam such as an H-beam in the transverse direction of a road, thereby preventing the damage of a joint, and to secure pleasant trafficability and to improve in appearance by preventing noise and improving ride comfort. A joint structure comprises a lower reinforcement slab(20) installed to a base layer(2) of a road where a joint(10) is to be installed in the transverse direction and provided with reinforcing bars(21), a beam(30) installed by burying a lower flange(32) formed horizontally under the lower reinforcement slab, and a concrete slab(1) formed by placing concrete on two sides of the beam. A construction method for constructing joints to a concrete slab paved on a road at regular intervals 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; forming a concrete slab by placing concrete on two sides of the beam; and installing a sealing member(60) on a connection of two ends of an upper flange(31) of the beam and the concrete slab.
摘要翻译：提供一种道路的接合结构和道路的接合结构的施工方法，以延长使用寿命并且通过在横向方向上安装诸如H型梁的宽梁来形成接头来延长使用寿命并且保持高质量从而防止关节的损伤，并且通过防止噪音和改善乘坐舒适度来确保舒适的交通能力和外观改善。接头结构包括：安装在要在横向安装接头（10）的道路的基层（2）上的下加强板（20），并设有钢筋（21），梁（30）通过埋在水平地在下加强板下方形成的下凸缘（32）和通过将混凝土放置在梁的两侧而形成的混凝土板（1）来安装。在道路上以规则的间隔铺设在混凝土板上的接头的施工方法包括以下步骤：将梁放置在要在道路的横向方向上安装接头的部分上，并将下加强板放置在道路的基层使梁的下法兰埋入指定深度; 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）; 通过将混凝土放置在梁的两侧上来形成混凝土板; 以及将密封构件（60）安装在梁的上凸缘（31）和混凝土板的两端的连接件上。

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