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11. 发明公开

KR1020150049172A 원위치에서 수직 인발이 가능한 석션 파일 앵커 시공방법 有权
标题翻译：引用文件锚定构造方法通过垂直拉拔在原位置
公开(公告)号：KR1020150049172A
公开(公告)日：2015-05-08
申请号：KR1020130129387
申请日：2013-10-29
申请人： (주)대우건설
发明人： 김영진 , 김인규 , 김유석 , 김경오 , 이종필
IPC分类号： E02D7/20 , E02D27/52
CPC分类号： E02B2017/0078 , E02D27/52 , E02B17/00 , E02D7/28 , E02D2250/0053 , E02D2250/0061
摘要： 본발명은원위치에서수직인발이가능한석션파일앵커시공방법에관한것으로서, 특히석션파일과석션파일을유압장치를통해상호연결시킨다음, 각각의계류라인의끝단을석션파일앵커의측면상단양측에형성된인발고리에고정시키고, 각각의계류라인의하단을석션파일상면양측에형성된유압클램프에고정시켜계류라인을수직으로설치한상태에서석션파일앵커와석션파일을관입시켜계류라인을수직으로관입시키고, 유압장치를동작시켜석션파일앵커과석션파일을분리시킨다음석션파일을인발시유압클램프에서계류라인의고정을해제하며, 계류라인에긴장력을주기위해계류라인을인발시석션파일앵커가원위치에고정된상태에서계류라인만이수직인발되도록하는원위치에서수직인발이가능한석션파일앵커시공방법에관한것이다.
摘要翻译：本发明涉及一种能够在原始位置垂直拉伸的抽吸桩锚施工方法。更具体地说，在抽吸桩通过液压装置相互连接之后，每个系泊线的底端被固定到形成在吸力桩锚的侧表面的两个上端侧上的拉伸环。每个系泊线的下端固定在形成在吸力桩上表面两侧的液压夹具上，以便能够垂直安装系泊线，并且插入抽吸桩锚和抽吸桩以使系泊线垂直插入。在操作液压装置以分离抽吸桩锚和抽吸桩之后，当抽吸桩被固定时，固定到液压夹具的系泊线被释放。当系泊系统被拉动以向系泊线提供张力时，当吸力桩锚固定到原始位置时，只有系泊线被垂直拉伸。

12. 发明公开

KR1020130021556A 그라우트 백 이용 및 테트라포드의 복층 설치에 의한 소파구조물 시공방법 失效
标题翻译：使用TETRAPOD和GROUT袋的破碎水结构的构造方法
公开(公告)号：KR1020130021556A
公开(公告)日：2013-03-06
申请号：KR1020110083879
申请日：2011-08-23
申请人： (주)대우건설
发明人： 김근영 , 김용우 , 채봉철 , 김영진 , 김경오
IPC分类号： E02B3/12 , E02B3/16 , E02B3/14 , E02B3/06
CPC分类号： Y02A10/15 , E02B3/129 , E02B3/06 , E02B3/14 , E02B3/16
摘要： PURPOSE: A construction method of a breakwater structure with a double layer installation of tetrapod and use of a grout bag is provided to stably construct a breakwater structure and to show the effects of an improved breakwater by improving the interlocking effects for a plurality of tetrapods. CONSTITUTION: A construction method of a breakwater structure with a double layer installation of tetrapod and use of a grout bag comprises a step of installing a plurality of a first tetrapods(10) in a traverse direction to be adjacent to each other so that three legs spread towards the traverse direction and the remaining leg exists in a vertical direction; a step of salvaging a plurality of a second tetrapods(20), for supporting the second tetrapod with the three legs of the first tetrapod between a plurality of tetrapods, and of inserting a plurality of the second tetrapods in order to arrange the three legs of the second tetrapod in the traverse direction and the remaining leg in a vertical direction.
摘要翻译：目的：提供一种具有双层装置的四脚架和使用灌浆袋的防波堤结构的施工方法，以通过改善多个四足动物的互锁效应来稳定地构建防波堤结构并显示出改进的防波堤的效果。构成：具有双层安装的四脚架和使用灌浆袋的防波堤结构的施工方法包括在横向上安装多个第一四足动物（10）以彼此相邻的步骤，使得三个腿向横向方向扩展，剩下的腿沿垂直方向存在; 用于将多个第二四足体（20）进行回收的步骤，用于将第二四足动物与第一四足动物的三个腿支撑在多个四足动物之间，并且插入多个第二四足动物以便将在横向方向上的第二个四足体和在垂直方向上的剩余腿。

13. 发明授权

KR101231134B1 부유식 구조물의 해상 근접계류를 위한 와이어 시스템 有权
标题翻译：用于海洋相对浮动结构运动的线路系统
公开(公告)号：KR101231134B1
公开(公告)日：2013-02-07
申请号：KR1020100057950
申请日：2010-06-18
申请人： (주)대우건설
发明人： 김경오 , 채봉철 , 조봉현 , 양보현 , 김영진 , 김성운
IPC分类号： B63B21/50 , B63B21/04 , D07B1/02
摘要： 본 발명은 부유식 구조물의 해상 근접계류를 위한 와이어 시스템에 관한 것으로서, 특히 길이 방향 상면 양단에서 볼라드가 등간격을 가지며 돌출 형성되는 복수의 부유식 구조물과; 상기 부유식 구조물과 이웃하는 부유식 구조물 사이의 양단 중앙 위치에서 해저 지반에 각각 설치되는 라인 고정 구조물과; 상기 라인 고정 구조물에 연결되는 복수의 체인과; 상기 체인과, 상기 부유식 구조물 및 이웃하는 부유식 구조물의 볼라드를 대각 방향으로 긴장시킨 상태에서 상호 결속시켜 상기 부유식 구조물의 수직방향 이동을 제한하는 복수의 스프링 라인; 및 상기 스프링 라인보다 상대적으로 강성이 크고, 신축성이 높게 설계되어 상기 체인과, 상기 부유식 구조물 및 이웃하는 부유식 구조물의 볼라드를 횡방향으로 긴장시킨 상태에서 상호 결속시켜 상기 부유식 구조물의 수평방향 이동을 제한하는 복수의 횡방향 라인으로 이루어지는 것을 특징으로 한다.
상기와 같은 본 발명에 따르면 해저 지반에 설치된 구조물과 탄성이 서로 다른 이종 재질의 섬유 와이어 로프에 긴장력을 도입하여 부유식 구조물 및 이웃하는 부유식 구조물을 상호 근접 고정시킴으로써 부유식 구조물 간에 부딪쳐 파손되는 것을 방지시키고, 작은 공간의 계류장에 많은 수의 부유식 구조물을 계류시킬 수 있다.

14. 发明授权

KR101169024B1 석탄회의 투수성을 이용한 연약지반의 압밀침하 촉진공법 有权
标题翻译：使用飞灰的水渗透性软化地基中的沉降物的加速
公开(公告)号：KR101169024B1
公开(公告)日：2012-07-27
申请号：KR1020110090188
申请日：2011-09-06
申请人： (주)대우건설
发明人： 김성운 , 김영진 , 신현영 , 김경오
IPC分类号： E02D3/10 , E02D3/02 , E02B11/00
CPC分类号： E02D3/10 , E02B11/005 , E02D3/02 , E02D2450/102
摘要： PURPOSE: A method for accelerating the consolidated settlement of the soft ground using the water-permeability of fly ashes is provided to improve cost-efficiency by recycling industrial wastes. CONSTITUTION: A method for accelerating the consolidated settlement of the soft ground using the water-permeability of fly ashes is as follows. Multiple vertical holes(1) are formed on the soft ground. Fly ash drain columns(3) are formed by putting fly ash into the vertical holes. When a surcharge load is applied to the top of the soft ground, the fly ash drain columns drain pore water. A horizontal collection layer(5) is formed by spreading fly ash on the top surfaces of the fly ash drain columns. The pore water drained from the fly ash drain columns is guided to a collecting well through the horizontal collection layer.
摘要翻译：目的：提供使用飞灰透水性加速软土固结的方法，通过回收工业废物来提高成本效益。构成：使用飞灰的透水性加速软土固结的方法如下。在软地上形成多个垂直孔（1）。飞灰排放柱（3）是通过将粉煤灰放入垂直孔而形成的。当软土顶部施加额外负荷时，粉煤灰排水柱排出孔隙水。水平收集层（5）通过在飞灰排出塔的顶表面上散布飞灰而形成。从飞灰排出塔排出的孔隙水通过水平收集层引导到收集井。

15. 发明授权

KR101158885B1 급속 시공이 가능한 프리캐스트 방식 억지말뚝 및 이를 이용한 억지말뚝 공법 失效
标题翻译：使用其快速构造的预制稳定桩和使用其的构造方法
公开(公告)号：KR101158885B1
公开(公告)日：2012-06-25
申请号：KR1020110090187
申请日：2011-09-06
申请人： (주)대우건설
发明人： 김성운 , 김영진 , 신현영 , 김태훈 , 김경오
IPC分类号： E02D5/58 , E02D5/28 , E02D17/20
CPC分类号： E02D5/58 , E02D5/285 , E02D17/20 , E02D2200/1685 , E02D2250/0046 , E02D2300/0032
摘要： PURPOSE: A precast stabilizing pile for rapid construction and a construction method using the same are provided to rapidly reinforce the ground by directly inserting a precast concrete structure into a steel pipe pile. CONSTITUTION: A precast stabilizing pile(100) for rapid construction is composed as follows. A cylindrical precast concrete structure(110) is previously manufactured. A steel pipe pile is inserted into an active failure surface on a slope. The precast concrete structure is inserted into the inserted steel pipe pile. A sheath pipe is inserted into the steel pipe pile at the same position as the precast concrete structure. Connection plates are attached on the top and bottom surfaces of the precast concrete structure.
摘要翻译：目的：提供一种快速施工的预制稳定桩及其施工方法，通过将预制混凝土结构直接插入钢管桩中，快速加固地面。构成：用于快速施工的预制稳定桩（100）组成如下。预先制造圆柱形预制混凝土结构（110）。将钢管桩插入斜坡上的活动失效表面。将预制混凝土结构插入插入的钢管桩中。护套管在与预制混凝土结构相同的位置插入钢管桩中。连接板连接在预制混凝土结构的顶部和底部表面上。

16. 发明公开

KR1020110137929A 부유식 구조물의 해상 근접계류를 위한 와이어 시스템 有权
标题翻译：用于海洋相对浮动结构运动的线路系统
公开(公告)号：KR1020110137929A
公开(公告)日：2011-12-26
申请号：KR1020100057950
申请日：2010-06-18
申请人： (주)대우건설
发明人： 김경오 , 채봉철 , 조봉현 , 양보현 , 김영진 , 김성운
IPC分类号： B63B21/50 , B63B21/04 , D07B1/02
摘要： PURPOSE: A wire system for sea neighboring mooring of a floating structure is provided to prevent neighboring floating structures from being collided by applying tension force to a fiber wire rope of different kinds of materials. CONSTITUTION: A wire system for sea neighboring mooring of a floating structure is comprised of a plurality of floating structure(110), a line-fixed structure(120), a plurality of chains(130), a plurality of spring lines, and a plurality of width direction lines. A bollard(111) is formed in upper both sides of the structure. The line-fixed structure is installed at the center of an underwater structure. A chain is connected to the line fixed structure. A spring line restricts the vertical movement of the floating type structure by combing the bollard in diagonal direction and limits the horizontal movement of the floating type structure by combing the bollard in horizontal direction.
摘要翻译：目的：提供一种用于海上相邻系泊的浮动结构的导线系统，以通过对不同种类的材料的纤维丝绳施加张力来防止相邻的浮动结构发生碰撞。构成：用于浮动结构的海相邻系泊的线系统由多个浮动结构（110），线固定结构（120），多个链条（130），多个弹簧线和多条宽度方向线。在该结构的上部两侧形成有一个护柱（111）。线固定结构安装在水下结构的中心。链条连接到线路固定结构。弹簧线通过在对角线方向上梳理系柱来限制浮式结构的垂直运动，并通过在水平方向上梳理柱系来限制浮式结构的水平运动。

17. 发明授权

KR100971002B1 유동성 매립석탄회 혼합조성물을 이용한 호안 축조공법 有权
标题翻译：使用可流动回收煤灰混合组合物进行改造的方法
公开(公告)号：KR100971002B1
公开(公告)日：2010-07-20
申请号：KR1020090106370
申请日：2009-11-05
申请人： (주)대우건설
发明人： 신현영 , 김경오 , 배경태 , 김영진
IPC分类号： C04B18/08 , E02B3/04 , E02B3/12
CPC分类号： Y02W30/92
摘要： PURPOSE: A method for constructing revetment using flowable reclaimed fly ashes is provided to facilitate the construction on the surface of the water by injecting the flowable reclaimed fly ashes into a geotextile-based pack and performing quick setting and to prevent the deformation of the geotextile-based pack after construction. CONSTITUTION: A method for constructing revetment using flowable reclaimed fly ashes comprises: a step(S110) of transferring the reclaimed fly ashes to a plant barge; a step(S120) of putting the transferred reclaimed fly ashes into a tank of adjusting water content and adjusting the water content using seawater; a step(S130) of making the flowable reclaimed fly ashes in a mixer plant by mixing 100.0 parts by weight of the reclaimed fly ashes with 0.01-5 parts by weight of a retarder and 0.01-5 parts by weight of a promoter; a step(S140) of solidifying the flowable reclaimed fly ashes by injecting the fly ashes into a geotextile-based pack; and a step(S150) of constructing the revetment into the solidified pack using slewing crane.
摘要翻译：目的：提供使用可流动的回收飞灰构建护岸的方法，以便通过将可流动的回收飞灰注入基于土工织物的包装中来实现水表面的施工，并进行快速凝固并防止土工织物的变形，施工后的包装。构成：使用可流动的回收飞灰构建护岸的方法包括：将回收的飞灰转移到工厂驳船的步骤（S110）将转移的回收飞灰放入调节含水量的罐中并使用海水调节含水量的步骤（S120）; 通过将100.0重量份的回收飞灰与0.01-5重量份的缓凝剂和0.01-5重量份的助催化剂混合制成混合机设备中的可流动的回收飞灰的步骤（S130）通过将飞灰注入基于土工织物的包装中来固化可流动的回收飞灰的步骤（S140）; 以及使用回转起重机将护岸构造到固化包中的步骤（S150）。

19. 发明授权

KR101546484B1 원위치에서 수직 인발이 가능한 석션 파일 앵커 시공방법 有权
标题翻译：引用文件锚定构造方法通过垂直拉拔在原位置
公开(公告)号：KR101546484B1
公开(公告)日：2015-08-24
申请号：KR1020130129387
申请日：2013-10-29
申请人： (주)대우건설
发明人： 김영진 , 김인규 , 김유석 , 김경오 , 이종필
IPC分类号： E02D7/20 , E02D27/52
CPC分类号： E02B2017/0078
摘要： 본발명은원위치에서수직인발이가능한석션파일앵커시공방법에관한것으로서, 특히석션파일과석션파일을유압장치를통해상호연결시킨다음, 각각의계류라인의끝단을석션파일앵커의측면상단양측에형성된인발고리에고정시키고, 각각의계류라인의하단을석션파일상면양측에형성된유압클램프에고정시켜계류라인을수직으로설치한상태에서석션파일앵커와석션파일을관입시켜계류라인을수직으로관입시키고, 유압장치를동작시켜석션파일앵커과석션파일을분리시킨다음석션파일을인발시유압클램프에서계류라인의고정을해제하며, 계류라인에긴장력을주기위해계류라인을인발시석션파일앵커가원위치에고정된상태에서계류라인만이수직인발되도록하는원위치에서수직인발이가능한석션파일앵커시공방법에관한것이다.

20. 发明授权

KR101380108B1 원심모형 실험기용 힌지 방식 지반 작성 용기 有权
标题翻译：用于制造离心模型试验机的铰链式地基容器
公开(公告)号：KR101380108B1
公开(公告)日：2014-04-02
申请号：KR1020120119742
申请日：2012-10-26
申请人： (주)대우건설
发明人： 김영진 , 김유석 , 김경오 , 이종필
IPC分类号： E02D1/02 , E02D33/00 , G01V99/00 , G01N3/40
CPC分类号： E02D1/025 , E02D33/00 , G01N3/40 , G01V99/005
摘要： The present invention relates to a container for forming the hinge-type ground for a centrifugal model tester which is characterized by having a soil tub which is formed into a rectangular parallelepiped and of which the upper part is open; a cover which is joined to the top surface of the soil tub and which includes a through-hole on the center; a sliding panel which is installed on the top surface of the cover and which includes a plurality of first discharge holes; a sliding motor which is installed on one side of the top surface of the cover and which moves the sliding panel to the left and right sides; a hopper which is formed into a rectangular parallelepiped having open top surface and which includes second discharging holes corresponding to the first discharge holes of the sliding panel on the bottom and a plurality of partitions around the second discharge holes; a guide panel which is joined to be rotated by a hinge from the bottom of the sliding panel and the width direction of the thereof; and an angle varying member which varies an angle of the guide panel. The container for forming the hinge-type ground for a centrifugal model tester minimizes an effect, which a specimen are stacked at a long distance, caused by a parabolic flight of the specimen by installing the guide plate of which the rotation angle is varied by the hinge formed on the lower part of the sliding panel, thereby accurately simulating experimental conditions.
摘要翻译：本发明涉及一种用于形成离心模型试验机的铰链式地面的容器，其特征在于具有形成为长方体并且上部开口的土壤桶; 盖子，其连接到土壤桶的顶表面并且在中心包括通孔; 滑动面板，其安装在所述盖的顶面上并且包括多个第一排出孔; 滑动马达，其安装在所述盖的顶表面的一侧并使所述滑动板移动到所述左侧和右侧; 形成为具有开口顶面的长方体的料斗，其具有与底部的滑动面板的第一排出孔对应的第二排出孔和围绕第二排出孔的多个隔壁的第二排出孔; 导向面板，其通过铰链从滑动面板的底部及其宽度方向接合而被旋转; 以及改变所述引导板的角度的角度变化部件。用于形成用于离心模型测试仪的铰链式地面的容器使得通过将其旋转角度改变的导板安装在样品的抛物线飞行中而导致样品堆积在长距离处的效果最小化铰链形成在滑动面板的下部，从而准确地模拟实验条件。

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