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1. 发明授权

KR101026836B1 복공판 패널을 이용한 개착식 터파기 구조 및 개착식 터파기 시공방법 有权
标题翻译：使用轻重量复合衬板打开切割结构的结构及其构造方法
公开(公告)号：KR101026836B1
公开(公告)日：2011-04-04
申请号：KR1020100075286
申请日：2010-08-04
申请人： 주식회사 국민씨아이 , 주식회사 건일 , 주식회사 디씨테크 , 주식회사 씨에스에이코스믹
发明人： 송경섭 , 안병직 , 이상현 , 이원영 , 김제인 , 이규호 , 김인태
IPC分类号： E02D17/08 , E02D17/13 , E02D13/02 , E02D5/74 , E02D7/00
CPC分类号： E02D17/08 , E02D5/74 , E02D7/00 , E02D13/02 , E02D17/13
摘要： PURPOSE: An open-cut pit excavation structure and a construction method thereof are provided to enable convenient work in narrow side streets and to secure a passage for pedestrians during the suspension of construction by employing deck panels. CONSTITUTION: An open-cut pit excavation structure comprises a lower excavation part(210) and an upper excavation part. The lower excavation part is formed by excavating the ground into a trough having a width greater than the diameter of a pipeline(500) so as to bury the pipeline. The upper excavation part is formed by excavating the ground to a width greater than the width of the lower excavation part and the depth enough for the total thickness of a support angle, a horizontal girder(30), and a deck panel(40).
摘要翻译：目的：提供开挖坑挖掘结构及其施工方法，以便在狭窄的街道上方便工作，并通过采用甲板板在施工暂停期间确保行人通道。构成：开挖坑挖掘结构包括下部挖掘部分（210）和上部挖掘部分。下部挖掘部分通过将地面挖掘成具有大于管道直径（500）的宽度的槽形成，以便埋设管道。上部挖掘部分通过将地面挖掘到宽于下部挖掘部分的宽度的宽度和足以支撑支撑角度的总厚度，水平梁（30）和甲板板（40）的深度而形成。

2. 发明公开

KR1020140092545A 스톱퍼를 이용한 걸림 결합구조를 가지는 교량 보도부의 캔틸레버 지지장치, 이를 이용한 교량 보도부의 설치구조 및 교량 보도부의 시공방법 无效
标题翻译：用于侧面桥架的CANTILEVER支撑器，以及使用这种支架的安装结构和安装方式
公开(公告)号：KR1020140092545A
公开(公告)日：2014-07-24
申请号：KR1020130004684
申请日：2013-01-16
申请人： 주식회사 국민씨아이 , 주식회사 건일 , 주식회사 일승하이텍
发明人： 김제인 , 이규호 , 박상선
IPC分类号： E01D21/10 , E01D19/12 , E04C5/065
CPC分类号： E01D21/10 , E01D19/125 , E04C5/0653
摘要： The present invention relates to a cantilever supporting device of a bridge sidewalk part with a hooking and combination structure using a stopper, an installation structure of the bridge sidewalk part using the same, and a construction method of the bridge sidewalk part using the same, which construct a bridge sidewalk part by installing a cantilever supporting device with a hooking and combination structure using a stopper on the external side of a bridge upper slab in a direction perpendicular to a bridge and installing a precast lightweight bottom plate for a sidewalk on the upper side of the cantilever supporting device, thereby installing the cantilever supporting device for a short period of time and shortening a construction period. Accordingly, a bridge road part can be economically constructed. Provided in the present invention are a cantilever supporting device of a bridge sidewalk part, a construction method of the bridge sidewalk part using the same, and an installation structure of the bridge sidewalk part using the same. The cantilever supporting device of the bridge sidewalk part comprises a supporting and fixing member comprising a lower supporting plate, a vertical plate, and an inner end plate with an insertion groove; and a cantilever supporting beam which is installed to protrude from a bridge upper slab by comprising a web to be combined with the vertical plate, supports the precast lightweight bottom plate for the sidewalk part from the bottom side, and has a stopper in the inner end of the web to be inserted into the insertion groove, wherein the cantilever supporting beam resists against overturning moment applied to the cantilever supporting beam by inserting the stopper into the insertion groove when the web faces the vertical plate.
摘要翻译：本发明涉及使用止动件的具有钩挂和组合结构的桥梁人行道部分的悬臂支撑装置，使用其的桥梁人行道部分的安装结构，以及使用该悬臂支撑装置的桥梁人行道部分的构造方法，通过在垂直于桥的方向上在桥上板的外侧上安装具有钩挂和组合结构的悬臂支撑装置来构造桥梁人行道部分，并且在上侧安装用于人行道的预制轻量底板的悬臂支撑装置，从而在短时间内安装悬臂支撑装置并缩短施工周期。因此，可以经济地构建桥路部分。本发明提供一种桥梁人行道部件的悬臂支撑装置，使用该悬臂支撑装置的桥梁人行道部分的构造方法，以及使用该桥梁人行道部分的桥梁人行道部分的安装结构。桥梁人行道部分的悬臂支撑装置包括支撑和固定构件，其包括下支撑板，垂直板和具有插入槽的内端板; 以及悬臂支撑梁，其通过包括与垂直板组合的腹板而从桥上板突出设置，从底侧支撑人行道部分的预制轻量底板，并且在内端具有止动件所述腹板被插入到所述插入槽中，其中当所述腹板面向所述垂直板时，所述悬臂支撑梁抵抗施加到所述悬臂支撑梁的翻转力矩，所述倾覆力矩通过将所述止动件插入到所述插入槽中。

3. 发明公开

KR1020120013182A 다단굴착 및 복공판 패널을 이용한 개착식 터파기 구조 및 개착식 터파기 시공방법 无效
标题翻译：使用轻质复合衬板开挖挖掘结构及其施工方法
公开(公告)号：KR1020120013182A
公开(公告)日：2012-02-14
申请号：KR1020110004103
申请日：2011-01-14
申请人： 주식회사 국민씨아이 , 주식회사 건일
发明人： 송경섭 , 안병직 , 이상현 , 이원영 , 김제인 , 이규호 , 김인태
IPC分类号： E02D17/04 , E02D17/08 , E01C9/08
CPC分类号： E02D17/04 , E01C9/08 , E02D17/08 , E02D2220/00 , E02D2300/0051 , E02D2600/20
摘要： PURPOSE: A cut-and-cover excavation structure and a cut-and-cover excavation method using multistage excavation and a lining panel are provided to improve the quality control of a pipeline. CONSTITUTION: A cut-and-cover excavation structure using multistage excavation and a lining panel comprises a lower excavation unit(210), an upper excavation unit, earth retaining walls(10), support angles, horizontal girders(30), and lining panels(40). A pipeline(500) is arranged on the lower excavation unit. The upper excavation unit is formed from the lower excavation unit to the ground and has a wider width than the lower excavation unit. The earth retaining walls are formed on the walls of the excavated ground. The support angles are longitudinally extended from end protrusions(230) formed inside the ground. The horizontal girders support the lining panels. The lining panels cover the upper excavation unit.
摘要翻译：目的：提供切割开挖结构和采用多级开挖和衬板的切割开挖方法，提高管道质量。构成：使用多级挖掘和衬板的切割开挖结构包括下挖掘单元（210），上挖掘单元，挡土墙（10），支撑角度，水平梁（30）和衬板（40）。在下挖掘单元上布置有管道（500）。上部挖掘单元由下部挖掘单元形成到地面，并且具有比下部挖掘单元宽的宽度。挡土墙形成在挖掘的地面的墙壁上。支撑角度从形成在地面内的端部突起（230）纵向延伸。水平桁架支撑衬板。内衬面板覆盖上部挖掘单元。

4. 发明授权

KR101529297B1 ３차원 격자형 다이아프램과 이를 포함하는 외적프리스트레스 강박스 거더 및 외적프리스트레스 강상형 교량 시공 방법 有权
标题翻译：三维尺寸形状和外部预制钢箱的隔膜及其使用方法
公开(公告)号：KR101529297B1
公开(公告)日：2015-06-17
申请号：KR1020140157079
申请日：2014-11-12
申请人： 주식회사 일승하이텍 , 주식회사 건일
发明人： 김제인 , 이규호
IPC分类号： E01D2/04 , E01D21/00 , E01D19/12 , E01D19/02 , E04C3/10 , E04C3/04 , E01D101/32
CPC分类号： E01D2/04 , E01D19/02 , E01D19/125 , E01D21/00 , E01D2101/32 , E04C3/10 , E04C2003/0465
摘要： 본발명은 3차원격자형다이아프램과이를포함하는외적프리스트레스강박스거더및 외적프리스트레스강상형교량시공방법에관한것으로, 3차원입체형의다이아프램과외적프리스트레싱도입으로부재단면을축소하고다이아프램과강 박스의접촉면을크게하여하중전달이용이하도록함과아울러추가시설없이강연선의재긴장작업이용이하여내하력저하시재긴장을통해거더의내하력을증강함을목적으로한다. 본발명에의한 3차원격자형다이아프램을갖는강박스거더는, 내부가중공이며교량의하부구조물위에지지되는한편교량의상부구조물을지지하는강 박스(110)와; 상기강 박스의내부에상호간에간격을두고세워지는다수의 3차원격자형다이아프램(120)과; 상기강 박스의내부에상기다이아프램들을따라배열되며길이방향의양측이정착수단을통해정착되어상기강 박스를프리스트레싱하는하나이상의강연선(200)을포함하고, 상기 3차원격자형다이아프램은, 각각일정면적의판재로이루어진상하좌우판재가내부에공간을갖도록격자형으로이루어지며둘레부가상기강 박스의내주면에지지되는본체(130), 상기본체의사방모서리부와상기모서리부사이의면에형성되어둘레부가상기강 박스의내주면에지지되어상기강 박스를보강하는모서리보강부(140,150)와면 보강부(160,170)으로구성된다. 상기모서리보강부는상기본체의사방모서리부에상호간에간격을두고세워지면서둘레부가상기강 박스의내주면모서리부에지지되는 2장이상의판재로이루어지고, 상기면 보강부는 2장의판재가교차되도록구성되어상기본체의상하좌우면에각각형성되며이웃하는상하좌우판재에각각고정되면서둘레부가상기강 박스의내주면에각각지지된다.
摘要翻译：本发明涉及三维网格隔膜，外部预应力钢箱梁，以及用于外部预应力钢箱桥梁的施工方法，以便于负载传递，并通过重新拉紧钢绞线来增加梁的承载能力承载能力下降。根据本发明，具有三维网格隔膜的钢箱梁包括：支撑在桥的下部结构的顶部的中空钢箱（110），以支撑桥的上部结构; 间隔地安装在钢箱内的多个三维格子膜片; 以及沿着钢箱内的隔膜布置的一根或多根股线（200），其两个纵向侧面由锚定单元锚固以预应力钢箱。一种三维网格隔膜包括：主体（130），被支撑在钢箱的内周; 角钢加强部件（140,150）和在钢箱的内周支撑圆周的侧面加强部件（160,170）加强钢箱。

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