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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：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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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：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：KR101341147B1
公开(公告)日：2013-12-11
申请号：KR1020130072990
申请日：2013-06-25
CPC classification number: E01D19/125 , E01C11/00 , E01D2/00 , E01D19/02 , E01D2101/268 , E04C3/293 , E04C5/16
Abstract: 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.
Abstract translation: 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。
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Patent Agency Ranking
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：KR100780370B1
公开(公告)日：2007-11-29
申请号：KR1020060051597
申请日：2006-06-08
Abstract: 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.
Abstract translation: 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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公开(公告)号：KR101245828B1
公开(公告)日：2013-03-20
申请号：KR1020120113529
申请日：2012-10-12
Applicant: (주)삼우아이엠씨
Abstract: PURPOSE: A continuously reinforced concrete pavement method using reinforcing bar guiding/fixing equipment is provided to automatically arrange longitudinal reinforcing bars on regular positions without lateral auxiliary reinforcing bars, thereby minimizing the amount of reinforcing bars and workloads and improving the construction speed. CONSTITUTION: A continuously reinforced concrete pavement method using reinforcing bar guiding/fixing equipment(100) includes: a step of driving and moving the reinforcing bar guiding/fixing equipment with guide tubes and reinforcing bar holding devices in order to longitudinally arrange the reinforcing bars on regular positions; a step of placing concrete on the upper side of the arranged reinforcing bars; and a step of finishing the placed concrete to be flattened with a paver(300). [Reference numerals] (AA) Driving direction
Abstract translation: 目的：使用钢筋导向/固定设备的连续钢筋混凝土路面方法，将纵向钢筋自动布置在常规位置上，无需侧向辅助钢筋，从而最大限度地减少钢筋数量和工作量，提高施工速度。 构成：使用钢筋引导/固定设备（100）的连续钢筋混凝土路面方法包括：用引导管和钢筋保持装置驱动和移动钢筋导向/固定设备的步骤，以便将钢筋纵向布置在 常规职位 将混凝土放置在布置的钢筋的上侧的步骤; 并且用摊铺机（300）整理待铺设的混凝土的步骤。 （标号）（AA）行驶方向
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公开(公告)号：KR100884780B1
公开(公告)日：2009-02-23
申请号：KR1020080069030
申请日：2008-07-16
Applicant: (주)삼우아이엠씨
Abstract: A prestressed concrete pavement structure and a construction method thereof are provided to make the contraction and expansion of concrete slab and auxiliary slab smooth by using an elastic member. A prestressed concrete pavement structure comprises a plurality of joints(10) arranged at regular intervals on a base, a concrete slab(1) installed between the joints, an auxiliary slab(2) which is established in the interval between the other end of the concrete slab and the joint and in which a steel reinforcement(2a) is installed, and a tendon(5) installed inside the concrete slab.
Abstract translation: 提供一种预应力混凝土路面结构及其施工方法，通过使用弹性构件使混凝土板和辅助板坯的收缩和膨胀变得平滑。 预应力混凝土路面结构包括在基座上以规则间隔布置的多个接头（10），安装在接头之间的混凝土板（1），辅助板（2），其在 混凝土板和接头，其中安装钢筋（2a）和安装在混凝土板内的钢筋（5）。
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公开(公告)号：KR100856848B1
公开(公告)日：2008-09-05
申请号：KR1020080027009
申请日：2008-03-24
Applicant: (주)삼우아이엠씨
Abstract: A prestressed concrete road pavement structure and a construction method of a prestressed concrete road pavement structure are provided to execute new and repair works in a short period of time by prestressing to a concrete pavement of a general road and tensing first and second tendons in the center of a concrete slab, to provide a high quality concrete pavement road without maintenance by restraining the formation of cracks, preventing the breakage of a concrete pavement and extending the service life, and to prevent noise occurrence and lowering of ride comfort and to improve in appearance by constructing a concrete slab of a long span in a construction site and reducing the number of joints. A prestressed concrete road pavement structure for introducing a prestressed concrete pavement method to a general road comprises a concrete slab(10) installed to a road, a tension pocket unit(50) formed between one end and the other end of the concrete slab to penetrate the concrete slab in the vertical direction, a first tendon(20) installed to the inside of the concrete slab to make one end fixed to one end of the concrete slab by an anchorage(45) and the other end extended to the inside of the tension pocket unit, a second tendon(30) installed to the inside of the concrete slab to make one end fixed to the other end of the concrete slab and the other end extended to the inside of the tension pocket unit, and a coupler(40) installed to the inside of the tension pocket unit and connecting the ends of the first and second tendons to keep the first tendon and the second tendon tensed. A construction method of a prestressed concrete road pavement structure comprises the steps of: marking the installation site of a first tendon and a second tendon on a part for concrete pavement to construct a concrete slab on a road; installing a tension pocket unit to form a tension pocket unit on the concrete slab on a part for concrete pavement; installing a first tendon and a second tendon on the installation site of the first tendon and the second tendon, and installing an anchorage coupled to the opposite ends of the first tendon and the second tendon to be located on two ends of a part for concrete pavement, and connecting the two facing ends of the first and second tendons using a coupler in the tension pocket; after installing the first and second tendons, the coupler and the tension pocket, paving concrete on a part for concrete pavement; after curing the concrete, tensing the first and second tendons by pulling at least one end of the first tendon and the second tendon coupled to the coupler after curing the concrete; and tensing the first and second tendons two times.
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，通过预应力施工到一般道路的混凝土路面，并在中心拉伸第一和第二筋腱，在短时间内进行修缮工程 的混凝土板，通过限制裂缝的形成，防止混凝土路面的破损，延长使用寿命，防止噪音的发生和乘坐舒适性的降低以及外观的改善，提供高质量的混凝土路面路面而不受维护 通过在施工现场构造长跨度的混凝土板，减少接头数量。 将预应力混凝土路面方法引入普通道路的预应力混凝土路面结构包括安装在道路上的混凝土板（10），在混凝土板的一端与另一端之间形成的张力袋单元（50） 混凝土板在垂直方向上，第一腱（20）安装在混凝土板的内部，以使其一端通过锚固件（45）固定在混凝土板的一端，另一端延伸到混凝土板的内侧 张力袋单元，安装在混凝土板的内部的第二腱（30），以使一端固定在混凝土板的另一端，另一端延伸到张力袋单元的内部，以及一个联接器（40 ）安装到张力袋单元的内部并且连接第一和第二腱的端部以保持第一腱和第二腱张紧。 一种预应力混凝土路面结构的施工方法，包括：在混凝土路面的一部分上标记第一腱和第二腱的安装位置，在道路上建造混凝土板; 安装张力袋单元，在混凝土路面上的混凝土板上形成张力袋单元; 在第一腱和第二腱的安装位置安装第一腱和第二腱，并且安装联接到第一腱和第二腱的相对端的锚固件以位于用于混凝土路面的部分的两端 并且使用耦合器在所述张力袋中连接所述第一和第二腱的两个相对端; 安装第一和第二腱，连接器和张力袋后，将混凝土铺在混凝土路面的一部分上; 在固化混凝土之后，通过在固化混凝土之后拉动第一腱的至少一端和与耦合器耦合的第二腱来拉紧第一和第二腱; 并拉伸第一和第二腱两次。
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