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公开(公告)号：KR101342041B1
公开(公告)日：2013-12-16
申请号：KR1020130037391
申请日：2013-04-05
Applicant: (주)삼우아이엠씨
CPC classification number: E01C23/02 , E01C23/025 , E01C23/026 , E01C23/09 , E01C23/0966
Abstract: 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
Abstract translation: 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
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公开(公告)号：KR101142975B1
公开(公告)日：2012-05-08
申请号：KR1020110094823
申请日：2011-09-20
CPC classification number: E01C11/005 , E01C23/09 , E01C23/0906 , E01C23/12 , E01H3/02
Abstract: 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.
Abstract translation: 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。
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公开(公告)号：KR1020100068642A
公开(公告)日：2010-06-24
申请号：KR1020080127069
申请日：2008-12-15
Applicant: 강원대학교산학협력단 , (주)삼우아이엠씨 , 대상이앤씨(주)
Abstract: PURPOSE: A wet shotcrete premix composition of high performance is provided to ensure excellent strength and rapid forming ability. CONSTITUTION: A shotcrete premix composition of high performance contains cement and 440-460kg/m^3 of silica fume, 9-12 weight parts of silica fume, and 0.1-0.3 weight parts of synthetic fiber. The water-binder ratio is 41-43.5. The maximum value of the thick aggregate is 10mm. A method for reinforcing and repairing wet shotcrete comprises: a step of examining deterioration part and selecting an object to be repaired and reinforced; a step of removing the deterioration part by hydrodemolition; a step of producing the premix composition; and a step of finishing installed surface.
Abstract translation: 目的：提供高性能的湿喷射混凝土预混料组合，以确保优异的强度和快速的成型能力。 构成：高性能的喷浆混凝土预混组合物含有水泥和440-460kg / m 3的硅灰，9-12重量份的硅灰和0.1-0.3重量份的合成纤维。 水泥比为41-43.5。 厚骨料的最大值为10mm。 一种用于加强和修复湿喷射混凝土的方法包括：检查劣化部分并选择待修复和加固的物体的步骤; 通过加氢处理去除劣化部分的步骤; 制备预混组合物的步骤; 并完成安装表面的一步。
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公开(公告)号：KR1020090098406A
公开(公告)日：2009-09-17
申请号：KR1020080023781
申请日：2008-03-14
Applicant: (주)삼우아이엠씨 , 강원대학교산학협력단 , 대상이앤씨(주)
Abstract: 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.
Abstract translation: 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。
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公开(公告)号：KR100847725B1
公开(公告)日：2008-07-23
申请号：KR1020080030877
申请日：2008-04-02
Applicant: (주)삼우아이엠씨
Abstract: 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.
Abstract translation: 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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Patent Agency Ranking
公开(公告)号：KR100847724B1
公开(公告)日：2008-07-23
申请号：KR1020080027011
申请日：2008-03-24
Applicant: (주)삼우아이엠씨
CPC classification number: E01C7/14 , E01C7/16 , E01C11/18 , E01C11/20 , E01C2201/167
Abstract: A transverse prestressed concrete pavement method of a road is provided to make construction simple by prestressing a concrete pavement of a general road in the transverse direction, and installing a first tendon and placing concrete per each lane and connecting with a second tendon of the next lane using a coupler, and to extend the service life of a concrete pavement and to exclude the necessity of maintenance work by preventing the formation of cracks and preventing a vertical joint from being damaged and widened. A transverse prestressed concrete pavement method of a road comprises the steps of: installing a first tendon(20a) in a part for concrete pavement to construct a concrete slab(10a) to one lane of a road; paving concrete to a part for concrete pavement; installing a second tendon(20b) to a part for concrete pavement in the transverse direction to construct a concrete slab(10b) to the next lane, and connecting one end of the second tendon and the one end of the first tendon using a coupler(40); and placing concrete to a part for concrete pavement.
Abstract translation: 提供了一种道路横向预应力混凝土路面方法，通过在一般道路的横向预应力混凝土路面上进行施工简单化，并在每个车道上安装第一根钢筋和混凝土，并与下一车道的第二根钢筋连接 使用联轴器，并延长混凝土路面的使用寿命，并通过防止形成裂缝和防止垂直接头受损和加宽而排除维护工作的必要性。 道路的横向预应力混凝土路面方法包括以下步骤：在混凝土路面的一部分中安装第一腱（20a），以在道路的一条车道上构造混凝土板（10a） 将混凝土铺设到混凝土路面的一部分; 将第二腱（20b）安装在横向上用于混凝土路面的部件上，以构造到下一个车道的混凝土板（10b），并且使用联接器连接第二腱的一端和第一腱的一端 40）; 并将混凝土置于混凝土路面的一部分。
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公开(公告)号：KR1020080000440A
公开(公告)日：2008-01-02
申请号：KR1020060058259
申请日：2006-06-27
Applicant: (주)삼우아이엠씨 , 대상이앤씨(주) , 강원대학교산학협력단
CPC classification number: E01C7/147 , E01C23/06 , E01C23/09 , E01C23/128
Abstract: A repair method for a joint of a road pavement is provided to obtain a pavement slab having long-term strength and durability by having excellent adhesive strength with the existing pavement. A repair method for a joint of a road pavement comprises the steps of: setting up the cutting width on two sides of a damaged joint; setting up the cutting thickness on the lower part of the damaged joint; crushing a road pavement according to the set cutting width and cutting thickness; cutting the crushed road pavement by spraying high pressure water using a high pressure water sprinkler(100) having a spray nozzle; cleaning the cutting surface by the high pressure water; 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: 提供了一种用于路面接头的修复方法，通过与现有路面具有优异的粘合强度来获得具有长期强度和耐久性的路面板。 一种道路路面接头的修理方法，包括以下步骤：设置损坏接头两侧的切割宽度; 在损坏接头的下部设置切割厚度; 根据设定的切割宽度和切割厚度破碎路面; 通过使用具有喷嘴的高压喷水器（100）喷射高压水来切割破碎的路面路面; 用高压水清洗切割面; 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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公开(公告)号：KR100783568B1
公开(公告)日：2007-12-11
申请号：KR1020060100994
申请日：2006-10-17
Applicant: 강원대학교산학협력단 , 한국건설기술연구원 , (주)삼우아이엠씨
IPC: G01B5/30
Abstract: An apparatus for measuring autogenous shrinkage of concrete is provided to measure the autogenous shrinkage by the variation of the probe of a measuring instrument, resulting in deeper analysis of the concrete characteristic. An apparatus for measuring autogenous shrinkage of concrete includes a prop(100), a concrete container(200), a shrinkage measuring instrument(300), and a measuring assistant member. The concrete container is installed on the prop, and has a hole on the upper part and measuring instrument insertion holes(210) on the sidewall. The shrinkage measuring instrument is installed on the prop, and has a probe(310) contacted with the concrete in the concrete container through the measuring instrument insertion hole. The shrinkage measuring instrument measures autogenous shrinkage of concrete by the variation of the probe. A part of the measuring assistant member is buried in the concrete and the other part is exposed through the measuring instrument insertion hole to be in contact with the shrinkage measuring instrument.
Abstract translation: 提供了一种用于测量混凝土自发收缩的装置，通过测量仪器探头的变化来测量自体收缩，从而更好地分析了混凝土特性。 用于测量混凝土自发收缩的装置包括支柱（100），混凝土容器（200），收缩测量仪器（300）和测量辅助构件。 混凝土容器安装在支架上，并且在上部具有孔，并且在侧壁上测量仪器插入孔（210）。 收缩测量仪器安装在支架上，并具有通过测量仪器插入孔与混凝土容器中的混凝土接触的探头（310）。 收缩测量仪通过探头的变化来测量混凝土的自生收缩。 测量辅助部件的一部分埋在混凝土中，另一部分通过测量仪器插入孔露出，与收缩测量仪接触。
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公开(公告)号：KR100739858B1
公开(公告)日：2007-07-18
申请号：KR1020060014302
申请日：2006-02-14
Applicant: 대상이앤씨(주) , 강원대학교산학협력단 , (주)삼우아이엠씨
IPC: E03F3/06 , F16L55/1645 , F16L55/30 , F16L55/18 , F16L58/06 , E03F9/00 , B08B9/032 , F16L101/12 , F16L101/18 , F16L101/60
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公开(公告)号：KR101779101B1
公开(公告)日：2017-09-19
申请号：KR1020160177322
申请日：2016-12-23
CPC classification number: E01C19/185 , E01C19/08 , E01C19/21 , E01C2019/2085
Abstract: 본발명은하부층재피더와표층재피더의후방에일렬로배치되는하부층재포설기및 표층재포설기를동일한속도로동시주행하도록구성함으로써, 하부층재의포설직후바로표층재를포설하여하부층및 표층을신속하게동시시공할수 있는 2개층동시포설장치및 이를이용한도로포장방법에대한것이다. 본발명 2개층동시포설장치는주행가능하게구성되는것으로하부층재를공급하는하부층재피더; 주행가능하게구성되어상기하부층재피더와병행주행하는것으로표층재를공급하는표층재피더; 상기하부층재피더의후방에주행가능하게구비되어하부층재피더로부터공급된하부층재를노면에포설하여하부층을형성하는하부층재포설기; 및상기하부층재포설기의후방에주행가능하게구비되어표층재피더로부터공급된표층재를포설하여표층을형성하는표층재포설기; 로구성되는것을특징으로한다.
Abstract translation: 本发明迅速到下层材料的供给，并通过形成表面层材料的供给后面线同时驱动以相同的速度，在下面的层重新铺设机，奠定了表层材料设置在所述的下层和通过铺设下层材料被铺设后立即右表面层材料的表面层 以及使用其的铺路方法。 根据本发明，提供了一种双层同时放置设备，包括：用于供给下层材料的下层材料供给器， 表层材料供给装置，其构成为与下层材料供给装置一起移动并移动，供给表层材料; 设置在下层，使驱动器的原料供给装置通过铺设从进料器进料到路面铺设的下层材料组，以形成下层的下层材料的下层材料的后; 和形成表面层的材料铺设组的表面层被提供以使驱动到下层重新铺设机铺设表面层材料是由表面层材料供料器供给的后侧; 。“
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