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公开(公告)号：KR100655157B1
公开(公告)日：2006-12-08
申请号：KR1020050123780
申请日：2005-12-15
Applicant: 재단법인서울대학교산학협력재단
IPC: E01D19/02 , E01D21/00 , E01D101/26
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公开(公告)号：KR100955991B1
公开(公告)日：2010-05-04
申请号：KR1020080031618
申请日：2008-04-04
Applicant: 재단법인서울대학교산학협력재단
Abstract: 본 발명은 수중을 가로지르는 형태의 수중교량을 연속압출공법으로 가설하기 위하여, 단독으로 또는 끝단압출장치와 힘을 합하여 교량본체를 전진 이송시킴으로써 수중교량의 시공성을 향상시키고 특히 연장길이가 길고 수심이 깊은 수중교량도 쉽게 가설할 수 있도록 하며, 더 나아가서는 이러한 장치를 매우 간단한 구조에 의해 실현할 수 있는 수중교량 가설용 연속압출장치, 그리고 특히 수심이 깊고 연장길이가 긴 수중교량을 쉽게 가설할 수 있는 수중교량 연속압출공법을 개시한다.
본 발명에 따른 수중교량 연속압출장치는, 교량본체(10)의 상부를 덮어 지지하는 하우징(110); 상기 하우징(110)을 수저 지반에 고정하는 지지구조물(111); 상기 하우징(110) 내에 상, 하 방향으로 이동가능하게 설치되고, 하면에는 압출 방향 전방으로 갈수록 상향 경사진 미끄럼면(121)이 형성되어 있는 상부승강블록(120); 하면에 상기 상부승강블록(120)의 미끄럼면(121)에 대응한 경사면(131)이 형성되어, 상기 경사면(131)이 상기 상부승강블록(120)의 미끄럼면(121)에 미끄럼 이동 가능한 상태로 결합되는 하부미끄럼블록(130); 및 상기 상부승강블록(120)의 상부 하우징(110)에 장착되어 상하방향으로 신축함으로써 상부승강블록(120)과 하부미끄럼블록(130)을 상승 및 하강시키는 승강용 잭장치(140)를 포함한다.
이러한 본 발명의 수중교량 연속압출장치는, 상기 승강용 잭장치(140)를 신장시켜 상기 상부승강블록(120) 및 하부미끄럼블록(130)을 아래로 누르는 것에 의해 상기 교량본체(10)가 아래로 밀려 내려가서 상기 하우징(110)으로부터 이격되 고, 상기 하부미끄럼블록(130)이 상기 상부승강블록(120)의 미끄럼면(121)을 따라 전방으로 상향하여 미끄러지면서 이동되는 것에 의해 교량본체가 전방으로 이동된다.
수중, 부유, 교량, 터널, 압출, 하우징, 경사면-
公开(公告)号：KR1020090123253A
公开(公告)日：2009-12-02
申请号：KR1020080049230
申请日：2008-05-27
Applicant: 재단법인서울대학교산학협력재단
IPC: E21D11/00
Abstract: PURPOSE: A submerged dry dock for connecting an underground tunnel and a submerged tunnel and a tunnel construction method using the same are provided to reduce the construction cost and to finish the tunnel connection process in a short period by constructing one successive tunnel by easily connecting an underground tunnel and a submerged tunnel under the water. CONSTITUTION: A submerged dry dock(30) for connecting an underground tunnel and a submerged tunnel is composed of a hollow main body(40), a rear door(50), a front door(55), and a seal(60). The main body is installed under the water of the coast and has an opening(42). The rear door is opened from the rear of the main body to an underground tunnel(10). The front door is opened from the front of the main body to a submerged tunnel(5). The seal is mounted to the frame of the front door.
Abstract translation: 目的：提供一种用于连接地下隧道和淹没隧道的淹水干坞，并提供使用该隧道施工方法的隧道施工方法，以便通过轻松连接一个连续的隧道，在短时间内完成隧道连接过程 地下隧道和水下的淹没隧道。 构成：用于连接地下隧道和淹没隧道的淹没式干船坞（30）由中空主体（40），后门（50），前门（55）和密封件（60）组成。 主体安装在海岸的水下，并具有一个开口（42）。 后门从主体的后部打开到地下隧道（10）。 前门从主体前部打开到淹没的隧道（5）。 密封件安装在前门的框架上。
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公开(公告)号：KR100797796B1
公开(公告)日：2008-01-24
申请号：KR1020070036613
申请日：2007-04-13
Applicant: 재단법인서울대학교산학협력재단
IPC: E01D15/14 , E02D29/02 , E02D29/067 , E01D101/40
CPC classification number: E02D29/0258 , E02D29/067 , E01D15/14 , E01D2101/40
Abstract: A floating type underwater bridge is provided to have flexibility and high stiffness not to be damaged by floating objects in the water. A floating type underwater bridge(100) includes a core main body(110) having a hollow for people or vehicles to pass through, fiber reinforced composites(121,123) made of FRP composites having excellent durability against chlorination and high stiffness, covering the core main body and having plural cells(125) in the longitudinal direction to have shock absorbing effect against an external impact and to supply buoyant force to the floating type underwater bridge, fillers(130) made of radiation shielding concrete and filled in the cells of the fiber reinforced composites, and a cable(140) connecting the core main body covered with the fiber reinforced composites to the bottom of the sea to be located in the seawater.
Abstract translation: 提供浮动式水下桥梁，以具有弹性和高刚度，不会被水中的浮动物体损坏。 浮式水下桥（100）包括具有用于人或车辆通过的中空的芯主体（110），具有优异耐氯化和高刚度的FRP复合材料制成的纤维增强复合材料（121,123），覆盖芯主体 主体并且在纵向方向上具有多个单元（125），以具有抵抗外部冲击的冲击吸收作用并向浮动式水下桥提供浮力，由辐射屏蔽混凝土制成的填充物（130）并填充在纤维的单元中 增强复合材料，以及将覆盖有纤维增强复合材料的芯主体连接到海底的位于海水中的电缆（140）。
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Patent Agency Ranking
公开(公告)号：KR100769818B1
公开(公告)日：2007-10-23
申请号：KR1020050129410
申请日：2005-12-26
Applicant: 재단법인서울대학교산학협력재단
Abstract: 본 발명은 교량 등의 구조물에서 상부의 구조물과 하부의 구조물 사이에 설치되어 구조물에 작용하는 지진하중에 의한 진동 등을 마찰력에 의하여 감쇠시키는 장치로서, 지진하중에 의한 변위가 증가하게 되면 그에 따라 마찰력도 증가하게 되어 대변위 및 잔류변위가 발생하지 않도록 하는 새로운 구조의 가변마찰받침에 관한 것이다.
본 발명에서는 교각 등의 하부 구조물에 결합되는 하부받침(2)과; 교량의 거더 등의 상부 구조물에 결합되는 상부받침(3)을 포함하여 구성되며; 상기 하부받침(2)의 중앙에는 오목한 형태의 마찰부(4)가 형성되어 있고; 상기 상부 받침(3)에는 마찰돌출부(5)가 돌출형성되어 있어, 상기 마찰돌출부(5)는 상기 마찰부(4) 내에 위치하게 되고, 지진하중이 작용하여 상부 구조물이 움직이게 되면 상기 마찰돌출부(5)는 상기 마찰부(4) 내에서 움직이면서 마찰력을 일으키며; 상기 마찰부(4)의 표면은 상기 마찰돌출부(5)의 이동이 커짐에 따라 더 큰 마찰력을 발휘할 수 있도록 변화되는 마찰계수를 가지는 것을 특징으로 하는 가변마찰받침이 제공된다.
감쇠장치, 질량체, 가변, 강성, 진동제어-
公开(公告)号：KR100757198B1
公开(公告)日：2007-09-07
申请号：KR1020060128611
申请日：2006-12-15
Applicant: 재단법인서울대학교산학협력재단
CPC classification number: E01D19/12 , E01D19/125 , E01D21/00
Abstract: A stress ribbon bridge using a vertical fiberboard and a precast composite fiber reinforced plastic deck is provided to construct a bridge economically and to extend the span length of a bridge by reducing the dead weight of a bridge deck and the horizontal tensile force required for bridge construction. A stress ribbon bridge(1) using a vertical fiberboard and a precast composite fiber reinforced plastic deck includes abutments(10) installed on two ends of the bridge, plural precast composite fiber reinforced plastic decks(20) placed and assembled between the abutments, two or more strap type vertical suspension fiberboards(30) installed between the abutments in the longitudinal direction of the bridge to support the bottom of the precast composite fiber reinforced plastic decks, and a prestress fiberboard(40) placed through the precast composite fiber reinforced plastic deck in the longitudinal direction of the bridge and tensed/anchored to apply tensile force on the precast composite fiber reinforced plastic deck. In addition, a curved projection is formed on a part where the precast composite fiber reinforced plastic deck and the suspension fiberboard are in contact to prevent the sudden change in curvature, thereby to prevent local stress concentration, and a low friction material such as Teflon is placed on a part where the precast composite fiber reinforced plastic deck and the suspension fiberboard are in contact or coated on the projection to minimize frictional stress between the precast composite fiber reinforced plastic deck and the suspension fiberboard.
Abstract translation: 提供了一种使用垂直纤维板和预制复合纤维增强塑料甲板的应力带桥，经济地构造桥梁，并通过减小桥面板的自重和桥梁施工所需的水平张力来延长桥梁的跨距 。 使用垂直纤维板和预制复合纤维增强塑料甲板的应力带桥（1）包括安装在桥的两端的基台（10），多个预制复合纤维增强塑料甲板（20）放置并组装在基台之间，两个 或更多的带状垂直悬挂纤维板（30），其安装在桥的纵向方向的邻接处之间，以支撑预制复合纤维增强塑料甲板的底部，以及通过预制复合纤维增强塑料甲板放置的预应力纤维板（40） 在桥梁的纵向方向上并张紧/锚固，以对预制复合纤维增强塑料甲板施加拉力。 另外，在预制复合纤维增强塑料板和悬挂纤维板接触的部分上形成弯曲突起，以防止曲率突然变化，从而防止局部应力集中，并且诸如特氟隆的低摩擦材料 放置在预制复合纤维增强塑料甲板和悬挂纤维板与突起接触或涂覆在部分上，以最小化预制复合纤维增强塑料甲板和悬挂纤维板之间的摩擦应力。
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公开(公告)号：KR1020070067907A
公开(公告)日：2007-06-29
申请号：KR1020050129410
申请日：2005-12-26
Applicant: 재단법인서울대학교산학협력재단
Abstract: A variable friction bearing is provided to prevent large displacement and residual displacement by increasing frictional force if the displacement of an upper structure is increased by earthquake load. The variable friction bearing(1) contains a lower bearing(2) coupled to a lower structure such as a pier, etc. and provided with a concave friction part(4) at the center, and an upper bearing(3) coupled to an upper structure such as a girder of a bridge, etc. and provided with a convex friction part(5) to move in the concave friction part of the lower bearing to occur frictional force if the upper structure moves due to earthquake load.
Abstract translation: 如果上部结构的位移由于地震载荷而增加，则提供可变摩擦轴承以防止大的位移和残余位移。 可变摩擦轴承（1）包括联接到诸如墩等的下部结构的下轴承（2），并且在中心处设置有凹形摩擦部件（4），以及与轴承 上部结构如桥梁梁等，并且如果上部结构由于地震载荷而移动，并且设置有在下轴承的凹形摩擦部分中移动以产生摩擦力的凸形摩擦部分（5）。
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18.发明公开
公开(公告)号：KR1020070067893A
公开(公告)日：2007-06-29
申请号：KR1020050129363
申请日：2005-12-26
Applicant: 재단법인서울대학교산학협력재단
IPC: F16F9/53
Abstract: A dual-stage tuned mass damper device using an MR fluid type brake and a method for controlling vibration of a structure using the same are provided to efficiently reduce the response of a main structure by actively changing the rigidity of the damper device through a rigidity adjusting apparatus to tune the damper device to a higher frequency band. A dual-stage tuned mass damper device(10) using an MR fluid type brake includes a mass body(11), a variable rigidity spring member(12), and an attenuator(13). The mass body has a predetermined mass. The variable rigidity spring member is installed between the mass body and a main structure(1). The attenuator has a predetermined attenuation coefficient. The variable rigidity spring member has a first spring(12a), a second spring(12b), and a rigidity adjusting apparatus(20). The first spring is installed between the main structure and the rigidity adjusting apparatus, and the second spring is installed between the rigidity adjusting apparatus and the mass body. The rigidity adjusting apparatus is formed of the MR fluid type brake whose movement is fixed by the solidified fluid in case that a magnetic field is formed.
Abstract translation: 提供了使用MR流体式制动器的双级调谐质量阻尼器装置和使用其的结构的振动控制方法，以通过刚性调节主动地改变阻尼器装置的刚性来有效地降低主体结构的响应 将阻尼装置调谐到较高频带的装置。 使用MR流体式制动器的双级调谐质量阻尼器装置（10）包括质量体（11），可变刚性弹簧构件（12）和衰减器（13）。 质量体具有预定质量。 可变刚性弹簧构件安装在质量体和主结构（1）之间。 衰减器具有预定的衰减系数。 可变刚性弹簧构件具有第一弹簧（12a），第二弹簧（12b）和刚性调节装置（20）。 第一弹簧安装在主结构和刚性调节装置之间，第二弹簧安装在刚性调节装置和质量体之间。 刚性调节装置由形成磁场的MR流体式制动器形成，其运动由固化流体固定。
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公开(公告)号：KR1020070067892A
公开(公告)日：2007-06-29
申请号：KR1020050129362
申请日：2005-12-26
Applicant: 재단법인서울대학교산학협력재단
IPC: F16F7/104
Abstract: A dual-stage tuned mass damper device and an oscillation control method for a structure using the same are provided to have an efficient response reduction effect according to the characteristics of load by changing the rigidity of a spring member through the control of a rigidity adjusting apparatus. A dual-stage tuned mass damper device includes a shaft(14) whose one end is fixed to a main structure, and the other end has a movable mass body(11). A rigidity adjusting apparatus(20) of a variable rigidity spring member(12) is installed in the shaft to be movable along the shaft. A first spring(12a) and a second spring(12b) are connected to the rigidity adjusting apparatus to surround the shaft. The rigidity adjusting apparatus changes the whole rigidity of the tuned mass damper device according to load by changing the rigidity of the spring member through the control of contraction of the first spring.
Abstract translation: 提供了一种双级调谐质量阻尼器装置及其结构的振荡控制方法，通过改变刚性调整装置的控制来改变弹性部件的刚度，从而具有根据负载特性的有效响应减小效果 。 双级调谐质量阻尼器装置包括一端固定在主结构上的轴（14），另一端具有可移动质量体（11）。 可变刚性弹簧构件（12）的刚度调节装置（20）安装在所述轴中以沿着所述轴可移动。 第一弹簧（12a）和第二弹簧（12b）连接到刚性调节装置以围绕轴。 刚性调节装置通过通过控制第一弹簧的收缩来改变弹簧构件的刚性，来改变调节质量减震装置的负载的整体刚性。
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