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11. 发明公开

KR1020120019908A 흔들림 저항성 향상을 위한 폰툰 구조 및 이를 적용한 부유구조체 시스템 失效
标题翻译：用于改善打桩和滚动阻力和浮动结构系统的PONTOON结构
公开(公告)号：KR1020120019908A
公开(公告)日：2012-03-07
申请号：KR1020100083497
申请日：2010-08-27
申请人： 한국건설기술연구원
发明人： 정연주 , 유영준 , 황윤국
IPC分类号： B63B35/34 , B63B35/44
摘要： PURPOSE: A pontoon structure for improvement of rolling resistance and a floating structure system employing the same are provided to reduce the impacts of wave applied to a pontoon through a bidirectional wave passage formed on the sides of a pontoon-type floating structure by employing a truncated pyramid structure. CONSTITUTION: A pontoon structure(20) of a floating structure comprises upper and lower bodies that have a truncated pyramid shape. When a pontoon is connected, an open space for passage of wave is formed through the sides of the bodies. Concave portions are formed at regular intervals on the underside of the pontoon.
摘要翻译：目的：提供一种用于改善滚动阻力的浮桥结构和使用该浮动结构的浮动结构，以通过使用截断的浮动结构来减少通过形成在浮筒型浮动结构侧面上的双向波通道对浮筒施加的波的影响金字塔结构。构成：浮动结构的浮筒结构（20）包括具有截顶棱锥形状的上下主体。当浮筒连接时，通过物体的侧面形成通过波浪的开放空间。在浮筒底面上以规则的间隔形成凹陷部分。

12. 发明公开

KR1020110042964A 거더 내부 콘크리트의 분할 충전을 통한 아치형상의 복합거더 교량의 제작방법 失效
标题翻译：桥梁施工方法采用混合混凝土搅拌机制造，由混凝土中的分离填料
公开(公告)号：KR1020110042964A
公开(公告)日：2011-04-27
申请号：KR1020090099852
申请日：2009-10-20
申请人： 한국건설기술연구원
发明人： 이상윤 , 황윤국 , 김정호 , 박경훈 , 손윤기
IPC分类号： E01D2/00 , E04C3/10 , E01D21/00 , E01D101/26
CPC分类号： E01D2/00 , E01D21/00 , E01D2101/268 , E04C3/10
摘要： PURPOSE: A method for manufacturing an arch-shaped composite girder bridge through the separated concrete filling in a girder is provided to cost-efficiently construct a bridge by completing a girder through one time of tension. CONSTITUTION: A method for manufacturing an arch-shaped composite girder bridge through the separated concrete filling in a girder is as follows. A girder is manufactured in a construction site using girder outer steel(210). The girder is filled with concrete through several times. A tendon is installed in the girder and tenses the girder one time(250). The girder is transferred to a bridge construction position and is installed in an abutment or a pier. Concrete and slab concrete are simultaneously placed in the center of the girder(270).
摘要翻译：目的：通过在大梁中分离的混凝土填充物制造拱形复合梁桥的方法被提供，以通过一次张力完成大梁来成本有效地构建桥梁。构成：通过大梁中分离的混凝土填充物制造拱形复合梁桥的方法如下。在使用大梁外钢（210）的施工现场制造大梁。大梁充满混凝土数次。一根腱安装在大梁上，并且一次弯曲大梁（250）。大梁被转移到桥梁施工位置，并安装在桥墩或码头。混凝土和板坯混凝土同时放置在梁的中心（270）。

13. 发明公开

KR1020110008752A 호형의 철근 구멍을 갖는 프리캐스트 세그멘트 및 이를 이용한 교각 시공방법 有权
标题翻译：用于构造具有延长的圆环的桥梁的预制混凝土部分环形增强杆和使用该方法的方法
公开(公告)号：KR1020110008752A
公开(公告)日：2011-01-27
申请号：KR1020090066258
申请日：2009-07-21
申请人： 한국건설기술연구원
发明人： 조재영 , 이영호 , 송재준 , 황윤국
IPC分类号： E01D19/02 , E01D21/00 , E04B1/20 , E04C3/30
CPC分类号： E01D19/02 , E01D21/00 , E04B1/20 , E04C3/30
摘要： PURPOSE: A precast concrete segment with arc-shaped reinforcement holes and a bridge construction method using the same are provided to ensure rapid construction of a bridge for downtown area and enough strength and performance at the joint of reinforcements and couplers. CONSTITUTION: A precast concrete segment(100) comprises a segment body made of a concrete structure in which hoop bars are arranged. The segment body has arc-shaped reinforcement holes(122) which are formed long to pass through the top and bottom surfaces and extend along the circumferences of the top and bottom surfaces. A plurality of reinforcements(120) are inserted in the arc-shaped reinforcement holes.
摘要翻译：目的：提供一种具有弧形加固孔的预制混凝土段和使用该拱形加固孔的桥梁施工方法，以确保快速建造市区的桥梁，并在加强件和联轴器的接头处具有足够的强度和性能。构成：预制混凝土段（100）包括由混凝土结构制成的段体，其中布置有环杆。节段主体具有弧形加强孔（122），其长形成通过顶表面和底表面并沿着顶表面和底表面的周边延伸。多个加强件（120）插入到弧形加强孔中。

14. 发明授权

KR101010540B1 하프 프리캐스트 코핑부 시공방법 有权
标题翻译：半预制复合施工方法
公开(公告)号：KR101010540B1
公开(公告)日：2011-01-25
申请号：KR1020080070549
申请日：2008-07-21
申请人： 지에스건설 주식회사 , 주식회사부원비엠에스 , 한국건설기술연구원
发明人： 김도학 , 박종헌 , 신현기 , 최석준 , 김상구 , 황윤국 , 이영호 , 송재준
IPC分类号： E04B1/20 , E04C3/30 , E01D19/02
摘要： 본 발명은 하프 프리캐스트 코핑부 시공방법에 관한 것으로서, 기둥구조물에 있어 코핑부를 공장에서 미리 제작하여 기둥구조물 상부에 상기 코핑부를 설치한 후, 콘크리트 타설에 의하여 코핑부 시공을 완료할 수 있도록 하되, 기둥구조물의 몸통은 프리캐스트 기둥유니트를 이용하여 간단하게 적층하는 방식으로 시공되도록 한 기둥구조물 시공방법에 관한 것이다.
프리캐스트, 기둥구조물, 코핑부

15. 发明授权

KR100999019B1 아치형상의 교량용 합성거더를 이용한 교량 시공방법 有权
标题翻译：使用ARCH型混合吉他的施工方法
公开(公告)号：KR100999019B1
公开(公告)日：2010-12-09
申请号：KR1020080041368
申请日：2008-05-02
申请人： 한국건설기술연구원
发明人： 박경훈 , 김정호 , 이상윤 , 황윤국 , 손윤기 , 박명균 , 이은호 , 공정식
IPC分类号： E01D2/00 , E01D21/00 , E01D101/28
摘要： 본 발명은 거더콘크리트, 강재, 긴장재를 포함하는 아치형상의 교량용 합성거더를 이용한 교량 시공에 있어서, 거더의 상부와 하부에 다단계 긴장력을 도입하여 구조적 효율성을 높이고, 거더콘크리트의 용이한 타설 및 다짐이 가능하여 품질관리가 용이하고, 추후 유지관리에 필요한 긴장재 재 긴장 및 정착이 가능하도록 한 아치형상의 교량용 합성거더를 이용한 교량 시공방법에 관한 것이다.
합성거더교량, 다단계긴장, 긴장재

16. 发明公开

KR1020100074742A 고인성 콘크리트를 이용한 교량가설공법 有权
标题翻译：使用高韧性混凝土的高韧性混凝土预制钢丝绳及其使用的桥梁结构方法
公开(公告)号：KR1020100074742A
公开(公告)日：2010-07-02
申请号：KR1020080133250
申请日：2008-12-24
申请人： 한국건설기술연구원
发明人： 황윤국 , 김정호 , 박경훈 , 이상윤
IPC分类号： E01D21/00 , E01D2/00 , E01D19/12 , E04C3/20 , E01D101/24
CPC分类号： E01D21/00 , E01D2/00 , E01D19/12 , E01D2101/24 , E04C3/20
摘要： PURPOSE: A high-toughness precast girder made with high-toughness concrete and a bridge construction method using the same are provided to secure earthquake-resistant performance and ductility through integral movement of the inner concrete. CONSTITUTION: A high-toughness precast girder made with high-toughness concrete comprises a concrete form, inner concrete(200), and a shear connection part. The concrete form is made with high-toughness concrete including steel fiber or organic fiber. The inner concrete is filled in the concrete form and formed into one body. The shear connection part in which steel reinforcements arranged in the concrete form are projected inward is formed between the concrete form and the inner concrete.
摘要翻译：目的：采用高韧性混凝土制成的高韧性预制梁和采用该混凝土的桥梁施工方法，通过内混凝土的整体运动确保抗震性能和延展性。构成：用高韧性混凝土制成的高韧性预制梁包括混凝土形式，内混凝土（200）和剪切连接部分。具体形式由含有钢纤维或有机纤维的高韧性混凝土制成。内混凝土填充为混凝土，形成一体。在混凝土形式和内混凝土之间形成有以混凝土形式布置的钢筋的向内突出的剪切连接部。

17. 发明公开

KR1020090129006A 에프알피 콘크리트 합성 부재의 제조방법 无效
标题翻译： FRP混凝土制造方法
公开(公告)号：KR1020090129006A
公开(公告)日：2009-12-16
申请号：KR1020080055057
申请日：2008-06-12
申请人： 한국건설기술연구원
发明人： 송재준 , 황윤국
IPC分类号： E04C3/28 , E04C3/29 , E04C3/293
摘要： PURPOSE: A manufacturing method of an FRP concrete composite member is provided to manufacture an FRP concrete composite member with high strength and high quality by compounding an FRP material and a concrete member completely without separation, thereby preventing the lowering of structural strength. CONSTITUTION: A manufacturing method(1) of an FRP concrete composite member comprises the steps of manufacturing a strut type concrete member(10), leaving the concrete member as it is for appointed hours to cause sufficient drying shrinkage(20), compounding an FRP material and the concrete member by filament-winding an FRP material on the surface of the dry-shrunk concrete member(30), and curing the FRP material, thereby completing the FRP concrete composite member(40).
摘要翻译：目的：提供一种FRP混凝土复合构件的制造方法，通过将FRP材料和混凝土构件完全混合而不分离地制造具有高强度和高质量的FRP混凝土复合构件，从而防止结构强度的降低。构成：FRP混凝土复合构件的制造方法（1）包括制造支柱式混凝土构件（10）的步骤，使混凝土构件按规定的时间停留以引起足够的干缩（20），将FRP 材料和混凝土构件，通过在干缩混凝土构件（30）的表面上缠绕FRP材料，并固化FRP材料，从而完成FRP混凝土复合构件（40）。

18. 发明公开

KR1020090108150A 하이브리드 섬유강화폴리머 복공판 및 이를 이용한 가시설시공방법 有权
标题翻译：混合纤维增强聚合物面板和使用其的临时结构构造方法
公开(公告)号：KR1020090108150A
公开(公告)日：2009-10-15
申请号：KR1020080033435
申请日：2008-04-11
申请人： 한국건설기술연구원 , 유호산업개발(주)
发明人： 황윤국 , 김형열 , 박기태 , 이영호
IPC分类号： E01C9/08 , E01D19/12
CPC分类号： E01C9/086 , E01C9/083 , E01D19/125
摘要： PURPOSE: A hybrid fiber reinforced polymer lining board and a temporary facility construction method using the same are provided to prevent the board from losing and to reduce a manufacturing cost by manufacturing the board with only fiber reinforced polymer material. CONSTITUTION: A substructure for a temporary bridge is established. The substructure for the temporary bridge includes a constructive bent and a mold. A reinforcing material(130a) with steel material is buried in a body. The body is segmented by an inside hollow(120) extending to the longitudinal direction of the fiber reinforced polymer lining board. The reinforcing material and the body are integrated. The hybrid fiber reinforced polymer lining board in which the section hardness of the lining board is increased is set up on top of the mold.
摘要翻译：目的：提供混合纤维增强聚合物衬板和使用其的临时设施施工方法，以防止板损失，并通过仅用纤维增强聚合物材料制造板来降低制造成本。构成：建立了临时桥梁的子结构。临时桥梁的子结构包括建设性弯曲和模具。具有钢材的增强材料（130a）被埋在体内。主体由延伸到纤维增强聚合物衬板的纵向方向的内部空心（120）分段。增强材料和身体整合。在模具顶部设置混合纤维增强聚合物衬板，其中衬板的截面硬度增加。

19. 发明公开

KR1020080110292A 광섬유센서를 이용한 하중계 및 이를 이용한 하중계측방법 失效
标题翻译：使用光纤光缆传感器的LOADCELL和使用该光纤传感器的负载测量方法
公开(公告)号：KR1020080110292A
公开(公告)日：2008-12-18
申请号：KR1020070058859
申请日：2007-06-15
申请人： 한국건설기술연구원 , 한국유지관리 주식회사
发明人： 황윤국 , 박기태 , 이우상 , 주봉철 , 최준성 , 강태원
IPC分类号： G01G9/00
CPC分类号： G01G3/125 , G01G19/02 , G01G19/62
摘要： A loadcell using an optical fiber cable sensor and a load measuring method by using the same are provided to expand the usability thereof by measuring a multi-axial load while receiving the load primarily and secondarily, and obtain the magnitude of the load precisely. An inner frame(200) is deformed by a multi-axial load. A deformation sensing part(300) is connected to the inside of the inner frame to be deformed together with the inner frame. An optical fiber cable sensor(400) is mounted to the deformation sensing part.
摘要翻译：提供使用光纤电缆传感器的测力传感器和使用该传感器的负载测量方法，通过在主要或二次地接收负载的同时测量多轴负载来扩大其可用性，并且精确地获得负载的大小。内框架（200）通过多轴向载荷变形。变形检测部（300）与内框架内侧连接，与内框一体变形。光纤电缆传感器（400）安装在变形检测部件上。

20. 发明授权

KR100782523B1 스트럿을 구비한 프리스트레스트 콘크리트 박스 거더 교량 有权
标题翻译：预制混凝土框架钢筋混凝土桥梁
公开(公告)号：KR100782523B1
公开(公告)日：2007-12-06
申请号：KR1020060088203
申请日：2006-09-12
申请人： 현대건설주식회사 , 한국건설기술연구원
发明人： 박찬수 , 박종화 , 장인호 , 김영민 , 이은철 , 황윤국 , 송재준 , 이영호 , 박경훈 , 권태규 , 최영민
IPC分类号： E01D2/04 , E01D21/10 , E01D101/40
CPC分类号： E01D2/04 , E01D21/10 , E01D2101/40
摘要： A prestressed concrete box girder bridge having struts is provided to reduce the dead weight of an upper structure of a bridge by optimizing the cross section of a bridge girder, and to secure an open view at the lower part of the bridge by downscaling a pier and reducing the number of piers installed. In a prestressed concrete box girder(1), two box openings(2) are formed by a side wall(5) and a partition wall(3), cantilevers(4) projected to two sides, and struts(10) are arranged at regular intervals to support and reinforce the cantilevers. The struts are manufactured with FRP(fiber reinforced plastic) reinforced concrete beams and installed to be inclined between the bottom of the cantilever and the side wall of the box opening and arranged at regular intervals in the longitudinal direction of a bridge to support.
摘要翻译：提供一种具有支柱的预应力混凝土箱梁，通过优化桥梁的横截面来减小桥梁上部结构的自重，并通过减小码头来缩小桥梁下部的开放视野，减少安装的码头数量。在预应力混凝土箱梁（1）中，两个箱体开口（2）由侧壁（5）和分隔壁（3）形成，悬臂（4）突出到两侧，支柱（10）布置在定期间隔支撑和加固悬臂。支柱用FRP（纤维增强塑料）钢筋混凝土梁制成，并安装在悬臂底部和箱体开口的侧壁之间，并在桥梁的纵向上以规则的间隔布置以支撑。

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