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11. 发明授权

KR101042248B1 해상교량의 지진격리기초구조물 및 그 시공방법 有权
标题翻译：隔震基础，跨海大桥施工方法
公开(公告)号：KR101042248B1
公开(公告)日：2011-06-17
申请号：KR1020110008831
申请日：2011-01-28
申请人： 주식회사 한화건설
发明人： 황낙연 , 허형우 , 이남철 , 신승교 , 박종식 , 박성용 , 오민호
IPC分类号： E02D27/34 , E02D27/52 , E01D15/24 , E02D5/28 , E02D23/00 , C04B18/06
CPC分类号： E02D27/34 , C04B18/067 , E01D15/24 , E02D5/28 , E02D23/00 , E02D27/52
摘要： PURPOSE: A seismic isolation foundation structure of a marine bridge and a construction method thereof are provided to construct easily in a construction environment for a marine bridge which is not easily accessible, and to protect a bridge effectively from an earthquake. CONSTITUTION: A seismic isolation foundation structure of a marine bridge contains: many piles(10) laid under the seabed ground; a sliding layer(20) formed by paving sliding aggregate, formed to have the smooth surface and the curved shape, on the surface of the seabed ground to make the top of many piles buried; a support layer(30) formed by paving bearing aggregate, which is formed to have the rough surface, on the upper part of the sliding layer to be supported by the top of many piles; and a foundation caisson(40) installed to the upper part of the support layer to support the bottom of a pier(41).
摘要翻译：目的：提供一种海洋桥梁的隔震基础结构及其施工方法，易于在不容易接近的海洋桥梁的施工环境中构建，并有效地保护桥梁免遭地震。构成：海洋桥梁的隔震基础结构包括：在海底铺设的许多桩（10）通过将形成为具有光滑表面和弯曲形状的滑动骨料形成在海床地面的表面上形成的滑动层（20），以使许多桩的顶部被埋设; 支撑层（30），其通过在滑动层的上部由许多桩的顶部支撑而形成为具有粗糙表面的承载骨料; 以及安装到支撑层的上部以支撑码头（41）的底部的基础沉箱（40）。

12. 发明公开

KR1020140036766A 내진성능을 갖는 철도 노반구조물 无效
标题翻译：铁路路基地震结构
公开(公告)号：KR1020140036766A
公开(公告)日：2014-03-26
申请号：KR1020120103291
申请日：2012-09-18
申请人： 주식회사 한화건설 , 홍지기술산업주식회사
发明人： 홍나영 , 신승교 , 박종식 , 박성용 , 오민호
IPC分类号： E01B1/00 , E02D27/34
CPC分类号： E02D27/34 , E01B2/006 , E01B2204/08 , E02D27/28
摘要： The present invention relates to a railway roadbed structure with seismic performance compring; a pile (10) installed in the ground; a pair of external walls (100) installed on the pile (10); a filling part (200) formed in the external wall (100) by filling and hardening with a filler; a reinforcing member (300) extending from the external wall (100) inward and installed; and a seismic foundation part (400) installed between the upper end of the pile (10) and lower end of the external wall (100) to allow the external wall (100) to laterally and upwardly move and to prevent the external wall from moving downward. The railway roadbed structure with seismic performance can efficiently resist to earth quake and reduce construction period and costs even on poor ground.
摘要翻译：本发明涉及具有抗震性能的铁路路基结构; 一堆（10）安装在地面上; 安装在所述桩（10）上的一对外壁（100）; 通过用填料填充和硬化形成在所述外壁（100）中的填充部分（200）从所述外壁（100）向内延伸并安装的加强构件（300）; 以及安装在桩（10）的上端和外壁（100）的下端之间以允许外壁（100）横向向上移动并防止外壁移动的地震基础部件（400）向下。具有抗震性能的铁路路基结构可以有效抵抗地震，降低施工时间，降低施工成本。

13. 发明授权

KR101455327B1 지진격리층을 이용한 해상교량의 기초구조물 및 그 시공방법 有权
标题翻译：隔震基础，跨海大桥施工方法
公开(公告)号：KR101455327B1
公开(公告)日：2014-10-27
申请号：KR1020120051118
申请日：2012-05-14
申请人： 주식회사 한화건설
发明人： 신승교 , 박종식 , 박성용 , 오민호
IPC分类号： E02D27/34 , E02D27/52 , E02D5/22 , E01D19/02 , E02D23/00 , C04B18/14
摘要： 본 발명은 해저 지반에 매설된 다수의 말뚝(10); 다수의 말뚝(10)의 상단이 매설되도록, 제강 슬래그를 해저 지반의 상부에 포설함으로써 형성된 지진격리층(100); 교각(41)의 하단을 지지하도록, 지진격리층(100)의 상부에 설치된 기초케이슨(40);을 포함하고, 평상 시에는 지진격리층(100)이 기초케이슨(40)을 지지하고, 지진 시에는 지진격리층(100)의 내부에 슬라이딩이 발생함으로써, 해저 지반의 지진 하중이 기초케이슨(40)에 전달되는 것을 방지하는 것을 특징으로 하는 지진격리층을 이용한 해상교량의 기초구조물을 제시함으로써, 대규모 지진에 대하여 효과적으로 저항할 수 있으면서도, 재료의 확보가 용이하고, 우수한 구조적 안정성을 확보할 수 있도록 한다.

14. 发明公开

KR1020110006464A 자연형 호안구조물 无效
标题翻译：环境友好的结构
公开(公告)号：KR1020110006464A
公开(公告)日：2011-01-20
申请号：KR1020090064108
申请日：2009-07-14
申请人： 한국농어촌공사 , 주식회사 한화건설 , 홍지기술산업주식회사 , 동선그라우팅(주)
发明人： 박해성 , 이용직 , 정광근 , 허형우 , 박종식 , 홍동균 , 홍찬윤 , 홍동완 , 신승교
IPC分类号： E02B3/12 , E02D17/20 , E02B3/16 , A01G1/00
CPC分类号： Y02A10/16 , E02B3/12 , A01G2/00 , E02B3/16 , E02D17/207 , E02D2600/30 , E02D2600/40
摘要： PURPOSE: An environment-friendly revetment structure is provided to preserve and restore ecosystem by preventing a revetment from collapsing. CONSTITUTION: An environment-friendly revetment structure comprises multiple frames(10) and binding members(20). Vegetation spaces(10A) for plants(4) are formed in the frames. The frames are connected each other. The binding members couple the frames so that the frames can be relatively moved.
摘要翻译：目的：为保护和恢复生态系统提供环境友好的护岸结构，防止塌陷。构成：环境友好的护岸结构包括多个框架（10）和装订构件（20）。在框架中形成植物（4）的植被空间（10A）。框架相互连接。装订构件联接框架，使得框架可以相对移动。

15. 发明公开

KR1020140036767A 철도 노반구조물의 시공방법 无效
标题翻译：铁路道路施工方法
公开(公告)号：KR1020140036767A
公开(公告)日：2014-03-26
申请号：KR1020120103293
申请日：2012-09-18
申请人： 주식회사 한화건설 , 홍지기술산업주식회사
发明人： 홍나영 , 신승교 , 박종식 , 박성용 , 오민호
IPC分类号： E02D29/02 , E02D3/046
CPC分类号： E02D29/0266 , E02D3/046 , E02D2250/0007 , E02D2300/0034 , E02D2300/0085
摘要： The present invention provides a construction method for a railway roadbed structure including: an external wall installing step for installing a pair of external walls (100) to be apart from each other; an internal wall installing step for installing a pair of internal walls (200) in the external walls to be apart from each other and forming a free space (a) between the external walls (100) and the internal walls (200); a reinforcing material installing step for installing a reinforcing material (300) inward of the external wall (100); a hardening step for placing and hardening a filling material between both internal walls (200) and forming a filling part (400); a free space charging step for charging the free space (a) with a charger. The construction method for railway roadbed structure can reduce construction period and can facilitate construction.
摘要翻译：本发明提供一种铁路路基结构的施工方法，其特征在于，包括：安装一对彼此分离的一对外壁（100）的外壁安装工序; 内壁安装步骤，用于将外壁中的一对内壁（200）彼此分开安装，并在外壁（100）和内壁（200）之间形成自由空间（a）; 用于在所述外壁（100）的内侧安装加强材料（300）的加强材料安装步骤; 用于在两内壁（200）之间放置和固化填充材料并形成填充部分（400）的硬化步骤; 自由空间充电步骤，用充电器对自由空间（a）进行充电。铁路路基施工方法可以缩短施工期，便于施工。

16. 发明授权

KR101175098B1 중간 보조지지대를 이용하여 수직도를 유지하는 강성 구조체와 뒷채움부의 결속구조 및 결속시공방법 有权
标题翻译：刚性墙结构背面的填充结构及其构造方法
公开(公告)号：KR101175098B1
公开(公告)日：2012-08-21
申请号：KR1020110109164
申请日：2011-10-25
申请人： 한국철도기술연구원 , 주식회사 한화건설
发明人： 김대상 , 박영곤 , 박종식 , 박성용
IPC分类号： E02D29/02 , E02D17/18 , E02D5/34
CPC分类号： E02D29/0225 , E02D5/34 , E02D17/18 , E02D2250/0007 , E02D2300/0085
摘要： PURPOSE: A coupling structure and method of a rigid wall structure for maintaining verticality using a middle auxiliary support and a back-fill part are provided to automatically maintain the verticality of a compacted soil layer. CONSTITUTION: A coupling structure and method of a rigid wall structure for maintaining verticality using a middle auxiliary support and a back-fill part is as follows. An auxiliary support(11) is vertically installed at a construction position of a rigid wall structure. Connection ring members(30) are arranged between the auxiliary support and the front end of a standard frame(40). The front end of each compacted soil layer is located to be separated from the auxiliary support A front form(12) is vertically located at the front part of the auxiliary support to endure the pressure of concrete using form connecting members(13). Concrete(C) is placed to bury the auxiliary support in the gap between the rear of the front form and the front end of the compacted soil layer.
摘要翻译：目的：提供一种用于使用中间辅助支撑件和后部填充部分保持垂直度的刚性壁结构的联接结构和方法，以自动保持压实土层的垂直度。构成：使用中间辅助支撑件和后部填充部分来维持垂直度的刚性壁结构的联接结构和方法如下。辅助支撑件（11）垂直地安装在刚性壁结构的结构位置。连接环构件（30）布置在辅助支撑件和标准框架（40）的前端之间。每个压实的土层的前端定位成与辅助支撑件分离。前部形式（12）垂直地位于辅助支撑件的前部，以使用形式连接构件（13）来承受混凝土的压力。混凝土（C）被放置以将辅助支撑物埋在前部形状的后部和压实的土壤层的前端之间的间隙中。

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