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    • 2. 发明授权
    • 콘크리트의 초기수축량 측정장치
    • 用于自动收缩混凝土的测量装置
    • KR100783568B1
    • 2007-12-11
    • KR1020060100994
    • 2006-10-17
    • 강원대학교산학협력단한국건설기술연구원(주)삼우아이엠씨
    • 윤경구최판길권수안전성일김기헌정원경
    • G01B5/30
    • 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.
    • 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。
    • 5. 发明公开
    • 콘크리트 공시체의 수축량 측정장치
    • 用于收缩混凝土样品的测量装置
    • KR1020070110692A
    • 2007-11-20
    • KR1020060043484
    • 2006-05-15
    • 강원대학교산학협력단한국건설기술연구원(주)삼우아이엠씨
    • 권수안남정희안지환전성일최판길최성용윤경구김기헌
    • G01B5/02G01B5/30
    • 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.
    • 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。
    • 10. 发明授权
    • 프리캐스트 콘크리트 패널을 이용한 교량용 바닥판
    • 使用预制混凝土板的桥梁桥面板
    • KR101735077B1
    • 2017-05-15
    • KR1020160136194
    • 2016-10-20
    • (주)삼우아이엠씨
    • 서진원김기헌원문철최판길김대호임진선
    • E01D19/12E01D19/14E01D21/00E01D101/26
    • 본발명은교량바닥판형성을위한프리캐스트콘크리트패널을거더상면에견고하게합성되도록함과동시에캔틸레버부인근은전단면을 PC 부재로구성함으로써캔틸레버부를포함한교량바닥판전 구간에서동바리나거푸집과같은가설재의설치가불필요한프리캐스트콘크리트패널을이용한교량용바닥판에대한것이다. 본발명프리캐스트콘크리트패널을이용한교량용바닥판은교량의폭 방향으로일정간격이격되도록설치되는복수의거더상부에설치되는것으로, 최외곽거더와내측거더사이의교량바닥판을형성하기위해최외곽거더와내측거더사이에거치되어상부에현장타설콘크리트가타설되도록교량바닥판의거푸집역할을하는부분 PC 부재인제2패널및 상기제2패널의외측단에일체로결합되고, 일단이최외곽거더의외측으로일정길이돌출되어교량의캔틸레버부를형성하는전단면 PC 부재인제1패널로구성되는프리캐스트콘크리트패널; 상기프리캐스트콘크리트패널과교폭방향으로인접하도록내측거더상부에일단이거치되는부분 PC 패널; 및상기프리캐스트콘크리트패널의제2패널및 부분 PC 패널의상면에제1패널의상면높이까지타설되는현장타설콘크리트; 로구성되는것을특징으로한다.
    • 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; 。“