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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：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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Patent Agency Ranking
公开(公告)号：KR101240284B1
公开(公告)日：2013-03-18
申请号：KR1020100070940
申请日：2010-07-22
Applicant: (주)삼우아이엠씨 , 대상이앤씨(주) , 강원대학교산학협력단
Abstract: 본 발명은 토목 기술분야에 관한 것으로서, 보다 상세하게는 도로 및 교면포장에 관한 것이다. 특히 본 발명은 포장 시공될 도로 및 교면(2)을 따라 이동될 수 있는 본체(100); 상기 도로 및 교면(2)의 상측에서 상기 도로 및 교면(2)을 향해 상기 숏크리트를 분사할 수 있도록 상기 본체(100)에 설치된 숏크리트 분사부(200);를 포함하는 것을 특징으로 하는 도로 및 교면포장용 숏크리트 타설장치(10)를 제시한다.
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公开(公告)号：KR101121555B1
公开(公告)日：2012-03-06
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
Abstract: 본발명은조강시멘트(단위시멘트량) 312~420kg을기준으로, 고분말도플라이애시 10~20 중량부(단위시멘트량대비); 조강형고성능감수제 0.5~1.0 중량부(단위시멘트량대비);를포함하는것을특징으로하는조기교통개방을위한도로포장보수용콘크리트조성물을제시함으로써, 초기강도및 장기강도가모두우수하여, 신속한교통개방을이룰수 있으면서도, 도로포장구조물의내구성증진과수명연장의효과를얻도록한다.
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公开(公告)号：KR100909212B1
公开(公告)日：2009-07-23
申请号：KR1020080034658
申请日：2008-04-15
Applicant: 한국건설기술연구원 , 강원대학교산학협력단 , (주)삼우아이엠씨 , 한국도로공사
CPC classification number: C04B28/02 , C04B28/10 , C04B2111/00293 , C04B2111/00448 , C04B2111/0075 , C04B2111/2015 , C04B2111/2023 , C04B2111/2038 , Y02W30/92 , C04B18/088 , C04B22/064 , C04B7/02
Abstract: 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.
Abstract translation: 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。
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公开(公告)号：KR100836856B1
公开(公告)日：2008-06-11
申请号：KR1020080017458
申请日：2008-02-26
Applicant: (주)삼우아이엠씨 , 대상이앤씨(주) , 강원대학교산학협력단
CPC classification number: E02D37/00 , E02B3/12 , E02B5/02 , E02D2250/0023 , E02D2250/0053 , E02D2600/10 , E04G23/0203
Abstract: 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.
Abstract translation: 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。
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公开(公告)号：KR1020070110692A
公开(公告)日：2007-11-20
申请号：KR1020060043484
申请日：2006-05-15
Applicant: 강원대학교산학협력단 , 한국건설기술연구원 , (주)삼우아이엠씨
Abstract: A shrinkage measurement apparatus for a concrete specimen is provided to measure shrinkage of a pure concrete and to facilitate use thereof. A shrinkage measurement apparatus for a concrete specimen(1) includes a supporting unit(10), a slant forming unit(100), a propping unit(20), a measuring instrument mounting unit(30), and a shrinkage measuring instrument(40). The supporting unit supports the concrete specimen upward. The slant forming unit is formed in the upper part of the supporting unit so that the concrete specimen is mounted at a predetermined slant. The propping unit prevents separation due to sliding of the concrete specimen, which is formed on the end of a down slant side of the concrete specimen. The measuring instrument mounting unit is formed in the opposite side of the propping unit about the concrete specimen. The shrinkage measuring instrument measures the shrinkage of the concrete specimen, which is installed in the measuring instrument mounting unit.
Abstract translation: 提供了一种用于混凝土试样的收缩测量装置，用于测量纯混凝土的收缩率并有利于其使用。 用于混凝土试样（1）的收缩测量装置包括支撑单元（10），倾斜成形单元（100），支撑单元（20），测量仪器安装单元（30）和收缩测量装置 ）。 支撑单元向上支撑混凝土试样。 倾斜成形单元形成在支撑单元的上部，使得混凝土试样以预定倾斜度安装。 支撑单元防止由混凝土试样滑动导致的分离，混凝土试样形成在混凝土试样的倾斜侧的端部。 测量仪器安装单元形成在支撑单元围绕混凝土样本的相对侧。 收缩测量仪器测量安装在测量仪器安装单元中的混凝土样品的收缩率。
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