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    • 73. 发明授权
    • 보수성이 개선된 신축이음장치
    • 灵活的连接装置具有改进的可维护性
    • KR101507121B1
    • 2015-03-31
    • KR1020140092818
    • 2014-07-22
    • 대봉비엠텍 주식회사
    • 박대원
    • E01D19/06E01D19/12E01C11/02E04B1/68
    • E01D19/06E01C11/02E01D19/125E04B1/68
    • 본 발명은 교량의 신축에 대응할 수 있도록, 이웃하는 상판에 설치한 복수의 컨트롤박스에 양단을 내입한 상태로 슬라이드베어링으로 지지되게 서포트 바들을 설치하고, 서포트 바들과 직각되도록 서포트 바들에 레일 또는 핑거부재를 설치한 신축이음장치에 관한 것으로서, 교량의 상판에 설치하는 컨트롤박스를 상부 개방형으로 구성하거나, 컨트롤박스 전체가 내장되는 외부박스를 상부 개방형으로 구성하여 슬라이드베어링이나 서포트 바 및 기타 구성부재의 교환 등이 단시간에 간편하게 이루어질 수 있도록 하는 기능성을 제공토록 한 보수성이 개선된 신축 이음장치를 제공코자 하는 것이다.
      즉, 본 발명은 이웃하는 상판에 설치한 복수의 컨트롤박스에 양단을 내입한 상태로 슬라이드베어링으로 지지되게 서포트 바들을 설치하고, 서포트 바들과 직각되도록 서포트 바들에 레일 또는 핑거부재를 설치한 신축이음장치에 있어서, 상기 컨트롤박스는 이웃하는 상판의 가장자리에 상판과 동일한 높이로 설치되는 제1,2거푸집부재에 상부가 개방되는 형상으로 일체 형성하여 상하측이 슬라이드베어링에 지지되는 서포트 바를 설치하되, 상기 컨트롤박스의 개방된 상부에는 상측 슬라이드베어링을 가압하는 베어링 가압판과, 상기 컨트롤박스의 상부를 밀폐하는 상부덮개를 상판과 동일한 높이가 되도록 적층한 상태로 거푸집부재에 형성된 나사공에 고정볼트로 결합하였다.
    • 本发明涉及具有改进的对桥梁膨胀的维护能力的膨胀节,其中支撑杆安装在安装在相邻顶板中的多个控制箱中,支撑杆的两端由滑动轴承支撑, 以及垂直地安装到支撑杆上的轨道或指状构件。 更具体地,本发明涉及一种具有改进的维护能力的膨胀节,其中安装在桥的顶板中的控制箱形成为向上打开型或装有控制箱的外箱,形成在 向上开式; 从而容易且快速地更换滑动轴承,支撑杆等。 向上打开型的控制箱一体地安装到第一和第二模具上,第一和第二模具安装到相邻顶板的边缘,以便用顶板冲洗,并且支撑杆安装在具有上下的控制箱中 支撑杆的一部分由滑动轴承支撑。 将压紧上滑动轴承的轴承压板和覆盖控制箱上部的上盖放置在控制箱的打开的上部上,用顶板冲洗,固定螺栓与螺纹孔接合 在模具中形成。
    • 74. 发明公开
    • 연결핀 길이 조절이 가능한 교량용 신축이음장치
    • 用于桥梁的插脚长度控制的扩展接头
    • KR1020150026297A
    • 2015-03-11
    • KR1020130104946
    • 2013-09-02
    • (주)유안개발
    • 손승오
    • E01D19/06E01C11/02
    • E01D19/062E01C11/10E01D19/065
    • 본 발명은 연결핀 길이 조절이 가능한 교량용 신축이음장치로서, 특히 상호 연결되는 교량의 상판 사이에 설치되어 교량 상판의 변위와 변형이 원활하게 이루어지도록 하는 교량 상판의 신축이음장치에 관한 것이다.
      본 발명의 연결핀 길이 조절이 가능한 교량용 신축이음장치는, 교량의 제1상판에 설치되는 제1플레이트; 상기 제1플레이트와 이격 되도록 교량의 제2상판에 설치되는 제2플레이트; 상기 제1플레이트에 탈착 가능하게 조립되어 교체 가능한 구조로 이루어지고, 상기 제2플레이트 방향으로 돌출되는 다수의 제1연결핀; 상기 제2플레이트에 탈착 가능하게 조립되어 교체 가능한 구조로 이루어지고, 상기 제1플레이트 방향으로 돌출되는 다수의 제2연결핀을 포함하여 이루어지며, 상기 제1연결핀과 제2연결핀은 상호 엇갈리게 배치되어 상기 제1상판과 제2상판 사이의 공간을 덮는 것을 특징으로 한다.
    • 本发明涉及一种能够调节连接销的长度的桥的伸缩接头,更具体地说,涉及安装在彼此连接的桥的顶板之间的桥的膨胀接头,以便于移位和 桥梁顶板变形。 用于能够调节本发明的连接销的长度的桥的伸缩接头包括:安装在桥的第一顶板中的第一板; 安装在与第一板分离的桥的第二顶板中的第二板; 多个第一连接销,组装在第一板上,以便安装成具有可更换结构,并向第二板突出; 以及多个第二连接销组装在所述第二板上以被附接以具有可更换的结构,并朝向所述第一板突出。 第一和第二连接销交替地布置成覆盖第一和第二顶板之间的空间。
    • 76. 发明授权
    • 교량용 신축이음장치
    • 桥梁扩建接头
    • KR101448900B1
    • 2014-10-13
    • KR1020140041505
    • 2014-04-07
    • 주식회사 부흥시스템손만길
    • 손만길
    • E01D19/06E01D19/14E01C11/02E04B1/68E04C5/12E04C5/16
    • E01D19/06E01C11/02E01D19/14E04B1/68E04C5/12E04C5/16
    • Disclosed is an expansion joint device for a bridge. The expansion joint device for a bridge according to the present invention includes a pair of vertical members, a finger member that is coupled with upper portions of the vertical members, a rubber member that is formed to be stretchable and is provided between the vertical members on both sides, and an anchor member that is provided on side surfaces of the vertical members. A pulling coupling device is provided in each of first and second end portion areas on both sides of the vertical members so as to connect and couple the adjacent vertical members to and with each other in a longitudinal direction. The pulling coupling device is configured to have a body portion where a lock portion is provided in the first end portion area and a lock ring to be locked by the lock portion and a handle for operating the lock ring are formed in the second end portion area, and a fixed portion that is hinge-coupled with the body portion and is fixed to and coupled with the second end portion area. According to the present invention, the one-touch pulling coupling device is provided in the vertical members of the adjacent expansion joint devices, thus the adjacent expansion joint devices can be coupled with each other through a single operation for locking and fixing the adjacent expansion joint devices with the lock ring. Accordingly, the operation for connecting and coupling the adjacent expansion joint devices can be accelerated and facilitated. In addition, the height of an arranged rebar can be adjusted according to a rotation angle at which the anchor member provided on the side surfaces of the vertical members of the expansion joint device is fastened.
    • 公开了一种用于桥梁的伸缩接头装置。 根据本发明的用于桥的膨胀节装置包括一对垂直构件,与垂直构件的上部联接的指形构件,形成为可拉伸的并且设置在垂直构件之间的橡胶构件, 两侧,以及设置在垂直构件的侧面上的锚定构件。 在垂直构件的两侧上的第一和第二端部区域的每一个中设置有拉动联接装置,以便在纵向方向上将相邻的垂直构件彼此连接和联接。 牵引联接装置构造成具有主体部分,其中锁定部分设置在第一端部区域中,锁定环被锁定部锁定,并且用于操作锁定环的手柄形成在第二端部区域中 以及固定部分,其与主体部分铰链连接并且固定到第二端部区域并与其连接。 根据本发明,单触牵引联接装置设置在相邻的膨胀接头装置的垂直构件中,因此相邻的膨胀接头装置可以通过单个操作彼此联接,用于锁定和固定相邻的膨胀接头 装置带锁环。 因此,可以加速和便利连接和联接相邻的膨胀接头装置的操作。 此外,可以根据设置在膨胀接头装置的纵向构件的侧表面上的锚固构件紧固的旋转角度来调节布置的钢筋的高度。
    • 77. 发明授权
    • 균열 방지용 이중 파형 슬라이딩 신축이음장치
    • 双波形滑动型膨胀接头用于防裂
    • KR101431634B1
    • 2014-08-20
    • KR1020140017573
    • 2014-02-17
    • (주)드림이앤지(주)우암건설
    • 고원준
    • E01C11/02E01C11/04E01D19/06
    • E01C11/02E01C11/04E01D19/06
    • The present invention relates to a double waveform sliding type expansion joint apparatus for preventing a crack which is formed between concrete structures of an underground roadway and an underground passage to prevent breakage between the concrete structures and a finger part due to a load support, and guides moisture introduced from the concrete structures to a drain hole to prevent breakage in joints between the concrete structures due to the backflow of the moisture. The double waveform sliding type expansion joint apparatus for preventing a crack includes a pair of finger parts which have multiple first waveform fingers formed at each of the inner sides; a plate formed at the lower side of each of the finger parts to be attached to each of the finger parts; a load support plate formed at the lower side of the plate, and having multiple holes formed at an inner side; and a support part connected to the finger parts and the load support plate, wherein the backflow of the moisture is prevented by the holes formed on the load support plate so as to prevent the deterioration of the concrete structures and the separation of the joint between the concrete structures and a finishing material, the finger parts and the load support plate are extended in the vertical direction so as to minimize a breakage rate and noise due to vibration reduction, and a second waveform finger at the load support plate formed at the finger parts is supported by the first waveform fingers and the plate at the lower part of the first waveform fingers so as to prevent the breakage in the finishing material attached to the finger parts.
    • 双波形滑动式膨胀接头装置本发明涉及一种用于防止在地下道路的混凝土结构和地下通道之间形成的裂纹的双波形滑动式膨胀接头装置,以防止由于载荷支承引起的混凝土结构与手指部分之间的破裂, 从混凝土结构引入的水分到排水孔,以防止由于水分回流引起的混凝土结构之间的接缝断裂。 用于防止裂纹的双波形滑动型膨胀接头装置包括一对在每个内侧形成有多个第一波形指状的指状部分; 形成在每个指状部分的下侧的板被附接到每个指状部分; 形成在所述板的下侧并具有形成在内侧的多个孔的负载支撑板; 以及与手指部和负载支撑板连接的支撑部,其中通过形成在负载支撑板上的孔来防止水分的回流,以防止混凝土结构的劣化以及接头之间的分离 混凝土结构和修整材料,指部和负载支撑板在垂直方向上延伸,以便最小化由于减振引起的断裂率和噪声,并且在形成在手指部分处的负载支撑板处的第二波形指状物 由第一波形指状物和第一波形指的下部的板支撑,以防止附着在手指部分的整理材料中的破损。
    • 78. 发明授权
    • 교량의 방수형 신축이음 장치
    • 桥梁防水类型扩展接头
    • KR101389996B1
    • 2014-04-30
    • KR1020130143088
    • 2013-11-22
    • 유근무권명희
    • 유근무권명희
    • E01D19/06E01D19/12E01D19/08E01C11/02E04B1/68
    • E01D19/065E01C11/02E01D19/083E01D19/125E04B1/68
    • The present invention relates to a waterproof type expansion joint for a bridge which corresponds to an expansion movement of first and second slabs of a bridge structure and prevents penetration of road water through the first and second slabs to thereby exclude a water collecting part. The waterproof type expansion joint in the bridge according to an embodiment of the present invention includes first and second expansion joints (10, 20) respectively mounted on finger supporting jaws (1a, 2a) of first and second slabs (1, 2) of which opposed end portions are spaced apart from each other at a predetermined interval, wherein the second expansion joint comprises a fixed part which is fixed after being seated on the finger supporting jaw (2a) formed at an end portion of the second slab and second fingers (22) which protrude from the fixed part and are spaced apart from one another at predetermined intervals, and the first expansion joint is fixed on the first slab, covers an interval between the first and second slabs to prevent penetration of road water into the interval between the first and second slabs and comprises a stopping part (11) supported on the floor part of the second slab to be able to slide and first fingers (12) which are formed on the stopping part and are spaced apart from one another at predetermined intervals and respectively accommodated between the second fingers. The waterproof type expansion joint may comprise a water stop (50) which is mounted on the floor of the first slab or the second slab in the width direction of the first and second slabs to prevent penetration of road water through the interval between the first and second slabs. [Reference numerals] (AA) Winter; (BB) Summer
    • 本发明涉及一种用于桥梁的防水型膨胀节,其对应于桥梁结构的第一和第二板坯的膨胀运动,并且防止道路水穿过第一和第二板坯从而排除集水部分。 根据本发明实施例的桥梁中的防水型膨胀节包括分别安装在第一和第二板坯(1,2)的手指支撑爪(1a,2a)上的第一和第二膨胀节(10,20),其中 相对的端部以预定间隔彼此间隔开,其中第二膨胀接头包括固定部件,该固定部件在坐在形成在第二板坯和第二指状物的端部的手指支撑爪(2a)上后被固定 22),其从固定部分突出并且以预定间隔彼此间隔开,并且第一膨胀接头固定在第一板上,覆盖第一和第二板之间的间隔,以防止道路水渗入到 所述第一和第二板坯包括支撑在所述第二板坯的地板部分上以能够滑动的止动部分(11)以及形成在所述止动部分上的第一指状物(12)和 以预定间隔彼此间隔开并分别容纳在第二指状物之间。 防水型膨胀接头可以包括在第一和第二板的宽度方向上安装在第一板坯或第二板坯的地板上的止水器(50),以防止道路水穿过第一和第二板坯之间的间隔, 第二块板。 (标号)(AA)冬季; (BB)夏天
    • 79. 发明授权
    • 고부착 및 내후성 가열식 아스팔트계 실란트를 이용한 교량지하차도부 신축이음재 시공방법
    • 使用基于沥青的硅胶构造膨胀接头开口的方法
    • KR101386116B1
    • 2014-04-29
    • KR1020130152198
    • 2013-12-09
    • 주식회사 로드씰주식회사 화신(유)로드텍
    • 문의성김두병오유진
    • E01D22/00E01D19/06E01C11/02E04B1/68E01D101/40
    • E01D22/00E01C11/02E01D19/06E01D2101/40E04B1/68
    • Disclosed is a method for constructing an expansion joint of a bridge or a underground road way structure having a concrete structure and a road pavement layer formed on the concrete structure including: a block forming step of forming an expansion joint opening with a predetermined width in the concrete structure and forming a block on the road pavement layer in such a way that the block is located corresponding to the expansion joint opening and is wider than the expansion joint opening; a first elastic material inserting step of inserting an elastic material into the expansion joint opening; a first sealant coating step of coating primer on all exposed surfaces of the block, and coating asphalt-based sealant with high adhesive properties and weather resistance on the primer, and filling an area from the expansion joint opening to a place above the elastic material with sealant; a support plate mounting step of putting a support plate on the sealant to cover the expansion joint opening; a second sealant coating step of coating asphalt-based sealant with high adhesive properties and weather resistance not to expose the support plate to the outside; a mixture layer forming step of filling the block with mixture in which the asphalt-based sealant with high adhesive properties and weather resistance and dried aggregate are mixed; a third sealant coating step of coating asphalt-based sealant with high adhesive properties and weather resistance on the mixture layer; a hole forming step of forming a hole which is located to be spaced apart from the block; a second elastic material inserting step of inserting an elastic material into the hole; and a sealant injection step of injecting asphalt-based sealant with high adhesive properties and weather resistance into the hole. [Reference numerals] (AA,GG) Expandable and contractable joint material; (BB,HH) Asphalt pavement layer; (CC) Deck coating agent; (DD) Underground concrete structure; (EE) Expansion joint; (FF) Longitudinal section view of an underground road way; (II) Waterproof material and primer; (JJ) Concrete floor plate; (KK) Mounting of the joint; (LL) Longitudinal section view of a bridge
    • 公开了一种用于构造具有混凝土结构的桥梁或地下道路结构的膨胀接头的方法,以及形成在混凝土结构上的道路铺装层,包括:块形成步骤,在所述混凝土结构中形成具有预定宽度的膨胀接缝开口 混凝土结构,并在道路路面层上形成块体,使得块体对应于膨胀接头开口并且比膨胀接头开口宽; 第一弹性材料插入步骤,将弹性材料插入到所述膨胀接头开口中; 第一密封剂涂布步骤,在所述块体的所有暴露表面上涂覆底漆,并且在底漆上涂覆具有高粘合性能和耐候性的沥青基密封剂,并将膨胀接缝开口的区域填充到弹性材料上方的位置, 密封胶; 支撑板安装步骤,将支撑板放置在密封剂上以覆盖膨胀接头开口; 第二密封剂涂覆步骤,涂覆具有高粘合性能和耐候性的沥青基密封剂,不将支撑板暴露于外部; 混合层形成步骤,用混合物填充块,其中具有高粘合性能和耐候性的沥青基密封剂和干燥骨料混合; 在混合物层上涂覆具有高粘合性和耐候性的沥青基密封剂的第三密封剂涂布步骤; 孔形成步骤,形成与所述块间隔开的孔; 第二弹性材料插入步骤,将弹性材料插入孔中; 以及将具有高粘合性和耐候性的沥青基密封剂注入孔中的密封剂注入步骤。 (附图标记)(AA,GG)可膨胀和收缩的接头材料; (BB,HH)沥青路面层; (CC)甲板涂层剂; (DD)地下混凝土结构; (EE)膨胀节; (FF)地下道路纵向剖面图; (二)防水材料及底漆; (JJ)混凝土地板; (KK)接头的安装; (LL)桥梁纵剖面图