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    • 3. 发明公开
    • 푸시 앤 그랩 철근 커플러
    • REBAR COUPLER BY PUSH AND GRAB
    • KR1020140099414A
    • 2014-08-12
    • KR1020130012093
    • 2013-02-02
    • 장혜란이병욱
    • 장혜란이병욱
    • E04C5/16E04G21/12
    • Provided is a wedge-shaped spring coupler. The wedge-shaped spring coupler includes: a cone-shaped tapered grip which is divided into more than two parts, has a hole with the diameter slightly smaller than that of the steel-reinforcing bar in the center and wedges arranged to be in the steel-reinforcing bar insertion direction and a reverse direction from the hole and to the surface in contact with the steel-reinforcing bar; a cyclic ring coupling the grip divided into more than two parts to a single piece; two shoes which have an internal space enabling the grip to be in contact with an end unit and another space to install a spring between the grips, and integrates female and male screws and fixing nuts to be bound to each other; and a spring which presses two grips in opposite directions in the space between the two grips in the space where the two grips are arranged in the coupled shoes.
    • 提供楔形弹簧联接器。 楔形弹簧联轴器包括:锥形锥形把手,其被分成两部分以上,具有直径略小于中心的钢筋的直径的孔,以及设置在钢中的楔形 - 从所述孔和与钢筋相接触的表面的加强杆插入方向和相反方向; 将把手分成多于两个部分的一个循环圈连接到一个单件上; 两个鞋子具有使得把手能够与端部单元接触的内部空间和用于在夹具之间安装弹簧的另一个空间,并且将阴螺纹和外螺纹和固定螺母彼此结合; 以及弹簧,其在两个把手布置在联接的鞋中的两个把手之间的空间中沿相反方向按压两把手。
    • 4. 发明公开
    • 조인트 하이브리드 보강 교량용 거더
    • 联合混凝土加固桥梁
    • KR1020130127305A
    • 2013-11-22
    • KR1020120051125
    • 2012-05-14
    • 이병욱장혜란
    • 이병욱장혜란
    • E01D2/00E04C3/20E01D101/24E01D101/28
    • E01D2/00E01D2101/24E01D2101/28E04C3/20
    • The present invention relates to a girder for a bridge for long-span. The girder improves construction performance and cost-efficiency compared with existing structure members, reduces the construction quantity of piers by extending span ranges, enables division production and the application of prestress in a plant, and does not require high-quality labor force by simplifying a joining method. According to a proper embodiment of the present invention, the girder comprises: a center girder which is manufactured using concrete and has a shorter length than the span between adjacent piers by forming mail joints on both ends thereof; and an end girder in which one end has a female joint fitted to the mail joint and the other end is manufactured using concrete to be supported to the pier.
    • 本发明涉及一种用于长跨度的桥梁。 大梁与现有结构构件相比,提高施工性能和成本效益,通过延长跨距可以缩短码头的施工量,使分段生产和预应力在工厂中的应用,并且不需要高质量的劳动力,简化了 加盟方式。 根据本发明的适当实施例,该梁包括:使用混凝土制造的中心梁,其长度比相邻码头之间的跨度短,通过在其两端形成邮轮接头; 以及一端部,其一端具有装配到邮件接头上的阴接头,另一端使用混凝土制造以支撑在码头上。
    • 6. 发明公开
    • 교각용 프리캐스트 기둥 폼
    • 如何使用起绒系统使用泡沫
    • KR1020140075551A
    • 2014-06-19
    • KR1020120144013
    • 2012-12-11
    • 이병욱
    • 이병욱장혜란
    • E01D19/02E04C5/065E01D101/24
    • E01D19/02E01D2101/24E04C5/0653
    • The purpose of the present invention is to improve economic performance, workability, an axial force of a column, and earthquake resistant properties in pier construction. An exposed surface of the column is manufactured in a precast method without an existing compulsory mold work, and the exposed area of the precast column is assembled in a minimum work and performs a mold capable of supporting side pressure. A construction method for a pier can improve structural performance of the column and actively control transverse displacement of the column by providing a post-tensioned strand in the shape of a spiral stirrup.
    • 本发明的目的是提高经济性能,可加工性,柱的轴向力,以及在码头施工中的抗震性能。 柱的暴露表面以预制方式制造而没有现有的强制性模具加工,并且预制柱的暴露区域以最小的工作组装并且执行能够支撑侧压力的模具。 用于墩架的施工方法可以提高塔的结构性能,并通过提供螺旋马镫形状的后张紧绳股来主动控制塔的横向位移。