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1. 发明授权

KR101145779B1 탄성층을 구비한 적층고무받침 失效
标题翻译：具有弹性层的弹性轴承
公开(公告)号：KR101145779B1
公开(公告)日：2012-05-16
申请号：KR1020120002094
申请日：2012-01-06
申请人： (주)협성엔지니어링 , 협성실업 주식회사
发明人： 김진경 , 현정환 , 이강돈 , 이강국
IPC分类号： E01D19/04 , F16F15/02 , E01D101/30
CPC分类号： E01D19/04 , E01D19/042 , E01D2101/30 , F16F15/02
摘要： PURPOSE: An elastomeric bearing having an elastic layer is provided to prevent an elastic pad from becoming separated from upper and lower plates even if the horizontal displacement of a structure is increased because the elastic pad has high-viscosity and high-adhesion. CONSTITUTION: An elastomeric bearing having an elastic layer comprises an upper plate(10), a lower plate(20), an elastic pad(30), and an elastic layer(40). The upper and lower plates are fixed to upper and lower structures(U,L) through anchor bolts(11,21). The elastic pad is installed between the upper and lower plates and is composed of a rubber layer(31), one or more reinforcing plates(32), and top and bottom reinforcing plates(34). The reinforcing plates are formed inside the rubber layer. The elastic layer is inserted between the upper plate and the top of the elastic pad or between the lower plate and the bottom of the elastic pad.
摘要翻译：目的：提供一种具有弹性层的弹性体轴承，以防止由于弹性垫具有高粘度和高粘合性而使结构的水平位移增加，因此弹性垫不会与上板和下板分离。构成：具有弹性层的弹性体轴承包括上板（10），下板（20），弹性垫（30）和弹性层（40）。上板和下板通过锚栓（11,21）固定在上下结构（U，L）上。弹性垫安装在上板和下板之间，由橡胶层（31），一个或多个加强板（32）和顶部和底部加强板（34）构成。加强板形成在橡胶层的内部。弹性层插入在上板和弹性垫的顶部之间或者在下板与弹性垫的底部之间。

2. 发明授权

KR101386048B1 스페리칼 받침 有权
标题翻译：桥梁球面轴承
公开(公告)号：KR101386048B1
公开(公告)日：2014-04-16
申请号：KR1020130069563
申请日：2013-06-18
申请人： (주)협성엔지니어링 , 협성실업 주식회사
发明人： 김진경 , 현정환 , 이강돈
IPC分类号： E01D19/04 , F16F15/02 , E04B1/36 , E01D101/34 , E01D101/40
CPC分类号： E01D19/046 , E01D2101/34 , E01D2101/40 , E04B1/36 , F16F15/02
摘要： The present invention relates to a negative reaction resistant spherical bearing which can reduce the thickness of a negative reaction structure by reducing the moment applied to the negative reaction structure when a load is applied on the top of the negative reaction structure. The negative reaction resistant spherical bearing according to the present invention comprises: an upper plate fixed to the upper structure of a bridge; a lower plate fixed to the lower structure of the bridge; a bearing member installed between the upper plate and the lower plate to transmit a load from the upper structure to the lower structure of the bridge; side blocks respectively formed on both sides of the lower plate to protrude upward; and plate type negative reaction plates coupled to the upper surface of the side blocks by bolts and having the inner ends positioned on the upper ends of both sides of the upper plate so that the displacement thereof is limited by both ends of the upper plate caught therein when the upper plate is lifted.
摘要翻译：本发明涉及一种负极反应性球形轴承，其可以通过减少当在负反应结构的顶部施加载荷时施加到负反应结构上的力矩来减小负反应结构的厚度。根据本发明的负反作用球面轴承包括：固定到桥的上部结构的上板; 固定在桥梁下部结构的下板; 安装在上板和下板之间的轴承构件，用于将负载从上部结构传递到桥的下部结构; 分别形成在下板的两侧的侧块向上突出; 并且板式负反应板通过螺栓联接到侧块的上表面，并且其内端位于上板的两侧的上端，使得其位移受到夹在其中的上板的两端限制当上板被抬起时。

3. 发明授权

KR101166552B1 부반력 저항 교량받침 失效
标题翻译：用于桥梁的抗拉弹性弹性轴承
公开(公告)号：KR101166552B1
公开(公告)日：2012-07-30
申请号：KR1020110104628
申请日：2011-10-13
申请人： (주)협성엔지니어링 , 협성실업 주식회사
发明人： 김진경 , 현정환 , 이강돈
IPC分类号： E01D19/04 , F16F15/02
CPC分类号： E01D19/04 , E01D19/041 , E01D19/042 , F16F15/02
摘要： PURPOSE: An uplift resistant bearing for a bridge is provided to reduce the size of the bearing by locating a negative reaction resistance block, first, second posts, and a guide shaft between upper and lower plates. CONSTITUTION: An uplift resistant bearing for a bridge comprises an upper plate(10), a lower plate, an elastic pad(30), a negative reaction resistance block(40), first and second posts(51,52), and a guide shaft(60). The upper and lower plates are fixed to the upper and lower structures of a bridge. The elastic pad is installed between the upper and lower plates and transfers a load from the upper structure to the lower structure. The negative reaction resistance block is fixed to the upper plate between the upper and lower plates. The first and second posts are fixed between the upper and lower plates to be separated from each other. Both ends of the guide shaft are fixed to the first and second posts.
摘要翻译：目的：提供一种用于桥梁的提升耐力轴承，通过在上下板之间设置负反作用阻力块，第一，第二柱和导向轴来减小轴承的尺寸。构成：用于桥梁的防起重轴承包括上板（10），下板，弹性垫（30），负反作用阻力块（40），第一和第二柱（51,52）和导向件轴（60）。上板和下板固定在桥的上下结构上。弹性垫安装在上板和下板之间，并将负载从上部结构转移到下部结构。负反应阻力块固定在上板和下板之间的上板。第一和第二柱固定在上板和下板之间以彼此分离。引导轴的两端固定在第一和第二柱上。

4. 外观设计

KR3007102920000S 失效
公开(公告)号：KR3007102920000S
公开(公告)日：2013-09-30
申请号：KR3020120062640
申请日：2012-12-27
申请人： 협성실업 주식회사 , (주)협성엔지니어링
设计人： 김진경 , 김상운

5. 发明授权

KR101244463B1 설치가 용이하고 결합성이 우수한 교량용 신축이음장치 失效
标题翻译：桥梁扩建接头
公开(公告)号：KR101244463B1
公开(公告)日：2013-03-18
申请号：KR1020120155599
申请日：2012-12-27
申请人： 협성실업 주식회사 , (주)협성엔지니어링
发明人： 김진경 , 김상운
IPC分类号： E01D19/06 , E01D19/14 , E01C11/02 , E04B1/68 , E04C5/16 , E04C5/12
CPC分类号： E01D19/06 , E01C11/02 , E01D19/14 , E04B1/68 , E04C5/12 , E04C5/16
摘要： PURPOSE: An expansion joint device for a bridge capable of facilitating an installation and having an excellent combination is provided to obtain the durability enhancement effect by using simultaneously a rail beam with a noise reduction effect using a finger plate and to improve a structural strength by fixing firmly the main steel reinforcement and moving anchors of a bridge. CONSTITUTION: An expansion joint device for a bridge capable of facilitating an installation and having an excellent combination includes a pair of rail beams(10), an elastic material(20), a finger plate(30), a moving anchor(40), and a finger anchor(50). The pair of rail beams are extended in the width direction of a bridge deck(1) and installed side by side with each other. The elastic material is composed of a soft material and installed between the rail beams. The pair of finger plates are respectively attached to the upper sides of the rail beams and provided with multiple fingers(31) having a reciprocal arrangement interlocking each other. The moving anchor is installed on the outer side surface of the rail beam to slope downwards with a constant angle to the horizontal crossed axis and fixed by a main reinforcing bar(2) of a bridge. The finger anchor is installed on the finger plate to be extended to the lower side and welded to an auxiliary bar(3) of a bridge.
摘要翻译：目的：提供一种能够方便安装并且具有优异组合的桥梁的伸缩接头装置，以通过使用指板同时使用具有降噪效果的轨道梁来获得耐久性提高效果，并通过固定来提高结构强度坚定的主要钢筋和桥梁的移动锚。一种用于桥梁的伸缩关节装置，其能够方便安装并具有优异的组合，包括一对轨道梁（10），弹性材料（20），指板（30），移动锚杆（40）和手指锚（50）。一对轨道梁在桥面板（1）的宽度方向上延伸并且彼此并排安装。弹性材料由软质材料组成，安装在轨道梁之间。一对指板分别安装在轨道梁的上侧，并且设置有具有彼此互锁的往复布置的多个指状物（31）。移动锚固件安装在轨道梁的外侧表面上，以与水平交叉轴线成一定角度向下倾斜，并由桥梁的主钢筋（2）固定。手指锚安装在指板上以延伸到下侧并焊接到桥的辅助杆（3）。

6. 发明公开

KR1020090031039A 다중의 완충구조를 갖는 교량용 상판 추락 방지장치 无效
标题翻译：防止桥梁跌落的设备，具有多个震动吸收结构
公开(公告)号：KR1020090031039A
公开(公告)日：2009-03-25
申请号：KR1020070096837
申请日：2007-09-21
申请人： 협성실업 주식회사 , (주)협성엔지니어링 , 김진경
发明人： 김진경 , 전규식 , 손만길 , 강재민 , 김영진 , 박익선
IPC分类号： E01D19/06 , E01D22/00 , E01D19/12
CPC分类号： E01D19/06 , E01D19/125 , E01D22/00
摘要： An upper plate fall preventive device for the bridge is provided to make the miniaturization of product possible. An upper plate fall preventive device for the bridge comprises a bracket which includes a vertical front board(111), and which is fixed to the end of adjacent bridge deck, a cylinder(120) including the guide groove(121) which is combined in the backplane of the front panel and is formed in the inner wall according to the peripheral direction, a shock-absorbing rubber(130) which is adopted to the cylinder inside, and is transformed into in the plastic deformation along the guide groove of cylinder, a pressurizing plate(140) which is installed in order to the cylinder inside move, and which pressurizes the rubber for shock-absorbing when moving, a cable(150) in which both end part passes through the front panel of the respective bracket, cylinder, and the shock-absorbing rubber and pressurizing plate, a supporting board(160) which is installed at both part of cable part and supports so that platen be broken away from, and a compressed spring(170) which is compacted according to the displacement of the bridge deck and is interposed between bracket and pressurizing plate.
摘要翻译：提供了用于桥梁的上板防止装置，以使产品的小型化成为可能。一种用于桥梁的上板防坠落装置，包括：一个支架，包括一个垂直的前板，并固定在相邻的桥面上;一个包括引导槽的气缸，前面板的背板，并且根据周向形成在内壁中，吸收橡胶（130）被采用于气缸内部，并沿着气缸的引导槽变形为塑性变形，加压板（140），其安装成使汽缸内部移动，并且在移动时对橡胶进行加压加压，其中两端部穿过相应支架的前面板的气缸（150），气缸和减震橡胶和加压板，安装在电缆部分和支撑件的两部分上以使压板被分离的支撑板（160）和压缩弹簧（170），压缩弹簧（170）根据位移压实桥面板的设计和介于托架和加压板之间。

7. 发明授权

KR101166549B1 내부 구속 중공 철근 콘크리트 기둥의 접합 구조 失效
标题翻译：具有内部钢管的中空钢筋混凝土柱的连接结构
公开(公告)号：KR101166549B1
公开(公告)日：2012-07-18
申请号：KR1020100052734
申请日：2010-06-04
申请人： (주)협성엔지니어링
发明人： 강영종 , 김진경 , 현정환 , 원덕희
IPC分类号： E04C3/34 , E01D19/02
摘要： 본 발명은 끝단에 플랜지가 형성된 내부 강관을 구비한 내부 구속 중공 철근콘크리트 기둥을 기초부 또는 코핑부에 고정되어 있는 앵커볼트를 이용하여 고정시킴으로서 결속력이 우수한 내부 구속 중공 철근 콘크리트 기둥의 접합 구조에 관한 것이다.
상기 내부 구속 중공 철근 콘크리트 기둥의 접합 구조는 축방향 주철근과 횡방향 철근이 배근되는 콘크리트체 내부에 속이 빈 중공부가 중심축을 따라 형성되고, 상기 콘크리트체의 내측면에 내부 강관이 접합되어 상기 콘크리트체를 구속하는 내부 구속 중공 철근 콘크리트 기둥을 포함하며; 상기 콘크리트체의 축방향 주철근은 기초부까지 연장되어 상기 기초부의 내력 철근과 결속되며; 상기 기초부와 접하는 상기 내부 강관의 끝단에 다수의 관통홀이 형성되어 있는 플랜지가 형성되어 있으며; 일측이 상기 기초부에 고정되며, 타측 끝단이 상기 플랜지의 관통홀에 끼워져 너트로 체결 고정되는 다수의 앵커볼트를 포함한다.

8. 发明公开

KR1020120088237A 콘크리트-강관 복합 기둥 无效
标题翻译：钢管混凝土和钢管
公开(公告)号：KR1020120088237A
公开(公告)日：2012-08-08
申请号：KR1020110009460
申请日：2011-01-31
申请人： (주)협성엔지니어링
发明人： 김진경 , 강영종 , 현정환 , 원덕희 , 이강돈
IPC分类号： E04B1/14 , E01D19/02
摘要： PURPOSE: A concrete-steel tube composite column is provided to prevent the performance degradation of a steel tube by improving bonding strength of the contact portion of the steel tube and concrete. CONSTITUTION: A concrete-steel tube composite column comprises a steel tube(10,20), concrete(30), and multiple friction bars(41,42). The steel tube has a hollow structure. The concrete is placed on the inner side or outer side of the steel tube. The friction bars are attached along the inner surface or outer surface of the steel tube touching the concrete and increase frictional force between the concrete and the steel tube.
摘要翻译：目的：提供一种混凝土钢管复合柱，通过提高钢管和混凝土的接触部分的接合强度，防止钢管的性能下降。构成：混凝土钢管复合柱包括钢管（10,20），混凝土（30）和多个摩擦条（41,42）。钢管具有中空结构。混凝土被放置在钢管的内侧或外侧。摩擦杆沿钢管的内表面或外表面接触混凝土，并增加混凝土与钢管之间的摩擦力。

9. 发明授权

KR101219938B1 커플러를 이용한 내부 구속 중공 철근콘크리트 기둥의 접합 구조 失效
标题翻译：中空钢筋混凝土柱与内部钢管的连接结构
公开(公告)号：KR101219938B1
公开(公告)日：2013-01-08
申请号：KR1020100129244
申请日：2010-12-16
申请人： (주)협성엔지니어링
发明人： 강영종 , 김진경 , 현정환 , 원덕희 , 이강돈
IPC分类号： E02D27/01 , E04C3/30 , E02D5/28 , E02D5/30
摘要： 본발명은교량의교각이나건축구조물에서사용되는속이빈 중공부에내부강관이접합된내부구속중공철근콘크리트기둥의접합구조에관한것으로서, 내부강관이기초부또는코핑부까지연장되어상기기초부또는코핑부내에위치하고커플러를이용하여삽입된내부강관을고정시킴으로서우수한결합력을가지는내부구속중공철근콘크리트기둥의접합구조에관한것이다. 상기내부구속중공철근콘크리트기둥의접합구조는축방향주철근과횡방향철근이배근되는콘크리트체내부에속이빈 중공부가중심축을따라형성되고, 상기콘크리트체의내측면에내부강관이접합되어상기콘크리트체를구속하는내부구속중공철근콘크리트기둥을포함하며; 상기내부강관은기초부까지삽입되어위치하고, 상기기초부에위치하는내부강관의외주면에는내면에끼움홀또는끼움홈이형성되어있는다수의연결커플러가고정되어있으며, 일측이상기연결커플러의끼움홀또는끼움홈에끼워져고정되는연결용철근의타측은상기기초부의내력철근과결속되어있다. 또한, 상기연결커플러의끼움홀또는끼움홈에나사선이형성되어있으며, 상기연결커플러에끼워지는상기연결용철근의일측에는나사선이형성되어상기연결커플러에결합되는것이바람직하다.

10. 发明公开

KR1020120067699A 커플러를 이용한 내부 구속 중공 철근콘크리트 기둥의 접합 구조 失效
标题翻译：使用联轴器的内钢加固混凝土柱的连接结构
公开(公告)号：KR1020120067699A
公开(公告)日：2012-06-26
申请号：KR1020100129244
申请日：2010-12-16
申请人： (주)협성엔지니어링
发明人： 강영종 , 김진경 , 현정환 , 원덕희 , 이강돈
IPC分类号： E02D27/01 , E04C3/30 , E02D5/28 , E02D5/30
CPC分类号： E02D27/01 , E02D5/28 , E02D5/30 , E04C3/30
摘要： PURPOSE: A connection structure of hollow reinforced concrete column with internal steel tube by using coupler is provided to obtain and application property and an excellent profitability. CONSTITUTION: A connection structure of hollow reinforced concrete column with internal steel tube by using coupler includes an internally confined hollow reinforced concrete column(10). The internally confined hollow reinforced concrete column has an inner tube(15) and an hollow. The inner steel tube is inserted inside a concrete body. The concrete body has an axial main reinforcing bar(11) and a horizontal reinforcing bar. The hollow is divided with the inner steel tube and formed according to the central axis. The inner steel tube is inserted to a foundation(20). An insertion groove or an insertion hole is formed in the inner surface of a connection coupler. A connecting bar(40) is fixedly inserted in the groove or the hole of the connection coupler. The other side of the connecting bar is coupled with a bearing bar(21).
摘要翻译：目的：提供通过使用耦合器的内钢管中空钢筋混凝土柱的连接结构，获得和应用性能优异的盈利能力。构成：通过使用耦合器的内钢管的中空钢筋混凝土柱的连接结构包括内部限制的中空钢筋混凝土柱（10）。内部密封的中空钢筋混凝土柱具有内管（15）和中空管。内钢管插入混凝土体内。混凝土主体具有轴向主钢筋（11）和水平钢筋。中空与内钢管分开，并根据中心轴形成。内钢管插入基座（20）。插入槽或插入孔形成在连接耦合器的内表面中。连接杆（40）固定地插入连接联接器的凹槽或孔中。连接杆的另一侧与轴承杆（21）联接。

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