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公开(公告)号：KR101119072B1
公开(公告)日：2012-03-20
申请号：KR1020100007058
申请日：2010-01-26
IPC: F21V21/36 , F21V21/06 , F21V21/22 , F21V21/116 , F21S9/04 , F21W131/103
Abstract: 본 발명은, 저면에 브레이크장치(11a)가 구비된 구동휠(11)을 갖춘 대차(10)와; 통형상을 이루고서, 대차(10)의 상면에 입설되는 지주본체(21)와, 지주본체(21)의 내부에 승강가능하게 삽입고정되는 등기구설치바(22)를 갖춘 높낮이조절 가능한 지주(20)와; 등기구설치바(22)의 외면에 설치되는 등기구(30)와; 대차(10) 또는 지주(20)에 설치되어, 등기구설치바(22)를 승하강하는 승강장치(40)을 포함하여 된 것으로서, 대차에 지주와 등기구를 장착하여 줌으로서, 이동이 편리하고, 설치가 간단하여 작업의 편의성을 향상시켜 줄 수 있으며, 지주를 승?하강가능토록 형성하여 보관이 용이하다. 또한, 대차 또는 지주에 승강장치를 장착하여 줌으로서, 작업자가 원하는 높낮이를 용이하게 맞춰줄 수 있어 작업의 편의성을 크게 향상시켜 줄 수 있다. 뿐만 아니라, 승강장치의 경우에는 만약 작업자가 부주의로 인하여 손잡이부를 놓치게 되는 경우 지지구의 일단에 래치부의 톱니가 걸리도록 함으로서, 등기구설치바가 수직으로 낙하되는 것을 방지토록 하여 충격으로 인한 대차 및 등기구의 파손을 미연에 방지할 수 있다.
Abstract translation: 目的：提供一种可移动式临时路灯，通过确保驾驶员的可视性来减少事故。 构成：载体具有在其底部具有制动装置（11a）的驱动轮。 极体具有圆柱形形状并形成在载体的上侧。 杆的高度被提升。 灯安装杆（22）插入到杆体中以提升。 照明装置安装在灯安装栏的外侧。 提升装置（40）安装在载体或杆上并提升灯安装杆。 引导孔形成在极体的上侧并且连接到极体的内部。 旋转防止导杆（26）装配在灯安装杆外侧的引导槽上。
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公开(公告)号：KR1020120009898A
公开(公告)日：2012-02-02
申请号：KR1020100070940
申请日：2010-07-22
Applicant: (주)삼우아이엠씨 , 대상이앤씨(주) , 강원대학교산학협력단
CPC classification number: E01C19/16 , E01C19/17 , E01C19/176 , E01C19/20 , E01C19/2035
Abstract: PURPOSE: A shotcrete placing apparatus for paving a road and a bridge deck is provided to inject and place shotcrete suitable for a pavement method. CONSTITUTION: A shotcrete placing apparatus for paving a road and a bridge deck comprises a main body and a shotcrete injection unit. The main body can be moved along a road or bridge deck. The main body comprises a frame(110) and movable units(120). The frame supports the shotcrete injection unit. The movable units are coupled to both ends of the frame and support the frame. The shotcrete injection unit is installed in the main body and injects shotcrete to the road or bridge deck.
Abstract translation: 目的：提供一种用于铺设道路和桥面的喷浆混凝土浇筑设备，用于注入和放置适用于路面法的喷浆混凝土。 构成：用于铺路和桥面的喷混凝土放置装置包括主体和喷浆混合物喷射单元。 主体可沿道路或桥面移动。 主体包括框架（110）和可移动单元（120）。 框架支撑喷浆混凝土喷射单元。 可移动单元联接到框架的两端并支撑框架。 喷浆混合物注入单元安装在主体中，并将喷浆混合物注入道路或桥面。
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公开(公告)号：KR101060103B1
公开(公告)日：2011-08-29
申请号：KR1020090087857
申请日：2009-09-17
Applicant: (주)삼우아이엠씨
Abstract: 본 발명은 도로 보수용 프리스트레스트 콘크리트 포장공법 및 그 구조에 관한것으로써, 더욱 상세하게는 아스팔트 포장도로의 보수할 부위(과적차량 단속구간)을 일정깊이 절삭한 후 콘크리트로 포장하고 텐던을 인장시켜 프리스트레스를 도입함으로써, 균열이나 변형을 억제하여 포장 및 센서의 파손을 방지하고 수명을 증대시킴과 아울러 장기간 동안 유지보수가 필요없으므로 유지보수비용을 획기적으로 줄일 수 있는 도로 보수용 프리스트레스트 콘크리트 포장공법 및 그 구조에 관한 것이다.
이에 본 발명은, 도로의 일정범위를 일정깊이 절삭하는 노면 절삭단계(S1)와, 상기 절삭된 부위의 바닥면에 시트(60)를 설치하는 시트 설치단계(S2)와, 상기 시트(60) 위에 보조철근(30) 및 텐던(20)을 설치하는 보조철근 및 텐던 설치단계(S3)와, 상기 절삭된 부위에 콘크리트를 포설하는 콘크리트 포설단계(S4)와, 상기 콘크리트의 양생 이후, 상기 텐던(20)의 적어도 일단부를 잡아당겨 텐던(20)을 인장시키는 텐던 인장단계(S5)를 포함하여 이루어지는 것을 특징으로 한다.
과적차량 단속구간, 콘크리트, 센서, 프리스트레스, 절삭 덧씌우기 콘크리트 포장-
公开(公告)号：KR1020110057702A
公开(公告)日：2011-06-01
申请号：KR1020090114198
申请日：2009-11-24
Abstract: PURPOSE: A median strip cover and a repair method for a median strip using the same are provided to reduce the cost and time required for repairing the deteriorated part, and to have excellent durability, economical efficiency and fine appearance. CONSTITUTION: A median strip cover(100) is formed to cover the outside of a median strip of a road and made with an anti-corrosive material. The median strip cover includes an upper projection housing(110) formed to house an upper projection of the median strip, and a lower foundation housing(120) formed to house a lower foundation of the median strip and provided with an open portion(121) on the lower part.
Abstract translation: 目的：为了减少修复劣化部件所需的成本和时间，并且具有优异的耐久性，经济的效率和优良的外观，提供了中间带材的中间带材覆盖物和修补方法。 构成：形成中间带状覆盖物（100）以覆盖道路的中间带的外侧，并用防腐蚀材料制成。 中间带盖包括形成为容纳中间带的上突起的上突出壳体（110）和形成为容纳中间带材的下基部并设置有开口部分（121）的下基部壳体（120） 在下半部分。
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Patent Agency Ranking
公开(公告)号：KR1020100109677A
公开(公告)日：2010-10-11
申请号：KR1020090028051
申请日：2009-04-01
Applicant: 강원대학교산학협력단 , 한국건설기술연구원 , (주)삼우아이엠씨
IPC: C04B18/08 , C04B24/04 , C04B28/04 , C04B103/30
CPC classification number: Y02W30/92 , C04B18/08 , C04B28/02 , C04B2103/302 , C04B2111/00068 , C04B2111/0075 , C04B2201/05
Abstract: PURPOSE: A concrete composition for road pavement repairing is provided to reduce the water-cement rate by inserting an early-strength type water reducing agent and ultrafine fly ash. CONSTITUTION: A concrete composition for road pavement repairing for an early traffic opening contains 10~20wt% of ultrafine fly ash and 0.5~1wt% of early-strength type water reducing agent for 312~420kg of quick-setting cement. The ultrafine fly ash includes more than 6,000 grains of particles. The early-strength type water reducing agent includes a polycarboxylic acid based water reducing agent. The water-cement rate of the composition is 36~41wt%.
Abstract translation: 目的：通过插入早强型减水剂和超细粉煤灰，提供道路修补的混凝土组合物，以降低水泥率。 构成：早期交通开放路面修复的具体构成包含超细粉煤灰10〜20wt％，早强型减水剂0.5〜1wt％，速凝水泥312〜420kg。 超细粉煤灰包含6,000多颗颗粒。 早强型减水剂包括基于多元羧酸的减水剂。 组合物的水泥率为36〜41wt％。
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公开(公告)号：KR1020090062479A
公开(公告)日：2009-06-17
申请号：KR1020070129760
申请日：2007-12-13
Applicant: (주)삼우아이엠씨
Abstract: A color concrete composition for pavement and a manufacturing method thereof are provided to vary the color of roads according to the function of road so as to achieve traveling safety and easy discrimination of roads. A color concrete composition for pavement contains inorganic binder 100 weight%, polymer solid 5~20 weight%, color pigment 1~15 weight%, aggregate, retarder 0.1~1 weight%, and antifoaming agent 0.5~2 weight%. The inorganic binder is portland cement, early-strength cement, or ultra rapid hardening cement. The modifier by the polymer solid is distribution type, consisting of more than one of SB(styrene-butadiene) latex, PAE emulsion, EVA emulsion, epoxy resin, acrylic resin, and polyester. The color pigment contains emulsion.
Abstract translation: 提供一种用于路面的彩色混凝土组合物及其制造方法，以根据道路的功能来改变道路的颜色，以实现行驶安全性和道路容易的区分。 用于路面的彩色混凝土组合物含有无机粘合剂100重量％，聚合物固体5〜20重量％，着色颜料1〜15重量％，聚集体，缓凝剂0.1〜1重量％，消泡剂0.5〜2重量％。 无机粘合剂是波特兰水泥，早强水泥或超快速硬化水泥。 聚合物固体的改性剂是分布型，由多于一种的SB（苯乙烯 - 丁二烯）胶乳，PAE乳液，EVA乳液，环氧树脂，丙烯酸树脂和聚酯组成。 彩色颜料含有乳液。
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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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公开(公告)号：KR100806849B1
公开(公告)日：2008-02-22
申请号：KR1020060058251
申请日：2006-06-27
Applicant: (주)삼우아이엠씨 , 대상이앤씨(주) , 강원대학교산학협력단
Abstract: 본 발명은 내부에 배근(10)이 매설됨으로써 배근층(1)이 형성된 교면 포장을 보수하기 위한 공법에 관한 것으로서, 배근층(1)의 상부 포장(2)을 파쇄하는 파쇄단계; 배근층(1)을 고압살수에 의해 절삭하는 고압살수 절삭단계; 절삭된 면을 청소하는 청소단계; 청소된 면에 콘크리트를 타설하는 콘크리트 타설단계; 타설된 콘크리트의 표면과 기존의 포장이 평탄하게 되도록, 타설된 콘크리트의 표면을 마무리하는 마무리단계를; 포함하는 교면 포장의 보수공법을 제시함으로써, 신속한 시공이 가능하고, 기존 포장과의 접합이 우수하며, 우수한 장기 강도 및 내구성을 확보할 수 있도록 한다.
교량, 교면, 포장, 보수
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