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1. 发明授权

KR101840172B1 강관캡을 이용한 2열식 자립공법 有权
标题翻译：采用钢管帽的两排自立式方法
公开(公告)号：KR101840172B1
公开(公告)日：2018-03-19
申请号：KR1020170132068
申请日：2017-10-12
申请人： 주식회사 금원건설 , 금영석
发明人： 금영석
IPC分类号： E02D17/04 , E02D17/08 , E02D5/16
CPC分类号： E02D17/04 , E02D5/16 , E02D17/08 , E02D2600/20
摘要： 본발명은강관캡을이용한 2열식자립공법에관한것으로, 엄지말뚝을굴착면과평행하게일정간격으로지중에설치하는단계와, 흙막이벽체를상기굴착면과평행하도록인접하는상기엄지말뚝의사이로지중에설치하는단계와, 상기엄지말뚝을감싸는형태로상기엄지말뚝의상단부에전단강관캡을설치하는단계와, 상기엄지말뚝과일정간격이격된위치에자립말뚝을상기굴착면과평행하게일정간격으로지중에설치하는단계와, 상기자립말뚝을감싸는형태로상기자립말뚝의상단부에후단강관캡을설치하는단계와, 상기전단강관캡및 후단강관캡을지지고정하는단계를포함함으로써, 엄지말뚝과자립말뚝에각각강관캡을구비하는흙막이구조물을시공하여토압에대한흙막이구조물의지지특성을현저하게향상시킬수 있다.
摘要翻译：本发明是相邻拇指栓之间地使用钢管帽，平行于步骤和保持壁，以在平行于恒定间隔和钻孔平面和出土面安装拇指桩在地涉及两个热型自立方法和以预定间隔沿平行于自站立桩安装剪切钢管帽在周边设置在拇指栓形式拇指栓的上端，用拇指钉住隔开位置和开挖面预定距离的步骤包括以下步骤：通过包括确定粉碎他的所述剪切钢管帽和后钢管帽安装后端钢管帽到自支撑桩，拇指桩和自支撑桩的顶端的步骤围绕所述自支撑桩安装在地面上，在形式通过构造具有钢管帽的保持结构，可以显着改善土方保持结构相对于土压的支撑特性。

2. 发明公开

KR1020160089666A 강관 삽입이 용이한 안내관 및 이를 이용한 벽강관 설치공법 无效
标题翻译：导管引导钢丝管和壁钢管结构方法
公开(公告)号：KR1020160089666A
公开(公告)日：2016-07-28
申请号：KR1020150009162
申请日：2015-01-20
申请人： 이상근 , 최귀홍
发明人： 이상근 , 최귀홍
IPC分类号： E02D5/00 , E02D5/03 , E02D5/04 , E02D5/08 , E02D5/16 , E02D5/28
CPC分类号： E02D5/00 , E02D5/03 , E02D5/04 , E02D5/08 , E02D5/16 , E02D5/28 , E02D2600/20
摘要： 본발명은벽강관설치공법에사용되는안내관에관한것으로, 더욱상세하게는타설된지면에설치되는강관이몸체에형성된제1중공부에안내되어설치가능하도록하여다수의강관들이서로수직하게설치될수 있으며, 제1절개부를통해제1중공부에관통삽입되는강관에형성된결합체와제2절개부를통해제2중공부로관통삽입되는다른강관에형성된삽입공이서로수직하게삽입될수 있도록안내함으로써, 지면에설치되는다수의강관이서로수직하게설치될수 있는강관삽입이용이한안내관에관한것이다. 이를위해본 발명에따른강관삽입이용이한안내관은전체적으로상/하부가개방된소정길이를갖는기둥형상으로이루어져있으며, 내부에는강관이삽입되게제1중공부가형성되고, 외면에길이방향으로소정의간격을갖는제1절개부가형성된관 형상의몸체및 상기제1절개부와연통되게상기몸체와길이방향으로이어지도록형성되며, 상기강관에형성된이음수단이관통삽입되는연장부재를포함하며, 상기이음수단은상기강관일측에돌출형성된삽입공과, 상기강관타측에형성되어다른강관과서로연결가능하도록돌출형성된결합체를포함하는것을특징으로한다.
摘要翻译：本发明涉及一种用于壁钢管安装方法的导向管。具体地说，本发明涉及一种便于插入钢管的引导管。安装在放置的地面上的钢管可以通过被引导到形成在主体中的第一中空单元中而被安装，使得多个钢管垂直地安装。引导管引导形成在钢管中的连接体，其通过第一切割单元穿透并插入到第一中空单元中，使得连接单元垂直插入形成在另一个钢管上的插入孔中，该另一个钢管穿透并插入到第二中空单元由第二切割单元组成。因此，安装在地面上的多根钢管可以相互垂直安装。根据本发明，便于插入钢管的引导管形成为具有预定长度的列形状，其中上部和下部打开。引导管具有：为了使钢管插入内部而形成的第一中空单元; 管状体，其具有在长度方向的外表面上具有预定间隔的第一切割单元; 以及连接到所述第一切割单元的延伸构件，以在纵向方向上连接到所述主体，其中形成在所述钢管中的接头单元穿透并插入到所述延伸构件中。接头单元包括：从钢管的一侧突出的插入孔; 所述连接体形成在所述钢管的另一侧并且突出以与另一个钢管连接。

3. 发明授权

KR101341673B1 가이드가 형성되어 있는 토류판 有权
标题翻译：保留通道与指导
公开(公告)号：KR101341673B1
公开(公告)日：2013-12-16
申请号：KR1020130036246
申请日：2013-04-03
申请人： 주식회사 남흥토건
发明人： 전상식
IPC分类号： E02D17/04 , E02D17/08 , E02D13/04 , E02D5/16
CPC分类号： E02D17/04 , E02D5/16 , E02D13/04 , E02D17/08 , E02D2220/00 , E02D2300/0026 , E02D2300/0032 , E02D2600/20
摘要： The present invention relates to a braced wall which is installed between steel H-beams and used for preventing the collapse of a slope or preventing soil runoff, wherein the steel H-beams are installed and fixed at regular intervals during foundation work of a building, at an open-cut construction site, or when constructing an underground structure. More specifically, the present invention relates to a braced wall with a guide, which includes the following parts: a board-shaped metal body having through-holes at the lower part; multiple fixing components which are formed at the upper part of the body and horizontally separated by a predetermined distance; and a first guide which is installed at both ends of the body and guides the body to be vertically raised or lowered along a steel H-beam. When the body is vertically stacked, the fixing component and the through-hole of the body are combined and assembled together by using combining bolts. As described above, the braced wall of the present invention facilitates the assembly and disassembly of braced walls, therefore can be easily installed; has a structure that can be collected after construction is completed, therefore can prevent ground subsidence; can prevent the waste of resources, therefore is very economical and eco-friendly; and enables earth-retaining work to be implemented with a metal material, therefore is very robust.
摘要翻译：本发明涉及一种安装在钢H型钢梁之间的支撑壁，用于防止斜坡塌陷或防止土壤径流，其中钢H型梁在建筑物的基础工作期间以规律的间隔安装和固定，在一个开放的施工现场，或在建造一个地下结构。更具体地说，本发明涉及具有引导件的支撑壁，其包括以下部分：在下部具有通孔的板状金属体; 多个固定部件，其形成在主体的上部并水平分隔预定距离; 以及第一引导件，其安装在主体的两端并引导主体沿钢H形梁垂直升高或降低。当身体垂直堆叠时，通过使用组合螺栓将固定部件和主体的通孔组合并组装在一起。如上所述，本发明的支撑壁有利于支撑壁的组装和拆卸，因此可以容易地安装; 具有施工完成后可收集的结构，可防止地面沉降; 可以防止资源浪费，因此非常经济，环保; 并且使得能够用金属材料实现接地保持工作，因此是非常坚固的。

4. 发明公开

KR1020160082429A 현장타설구조물 슬라임 제거 장치 有权
标题翻译：移除结构中的泥土的装置
公开(公告)号：KR1020160082429A
公开(公告)日：2016-07-08
申请号：KR1020140193095
申请日：2014-12-30
申请人： 삼보이엔씨 주식회사
发明人： 박호성 , 박정환 , 장태일 , 노영보
IPC分类号： E02D5/00 , E02D5/03 , E02D5/04 , E02D5/16 , E02D5/28
CPC分类号： E02D5/00 , E02D5/03 , E02D5/04 , E02D5/16 , E02D5/28 , E02D2600/20
摘要： 현장타설구조물슬라임제거장치가개시되며, 본현장타설구조물슬라임제거장치는, 굴착부에타설된콘크리트의상측에부유하는슬라임을제거하는장치로서, 몸체프레임; 전후방향으로이동가능하도록상기몸체프레임에연결되는거치대; 및상기콘크리트가미경화된상태에서슬라임을흡입하며, 좌우방향으로이동가능하도록상기거치대에연결되는흡입기구를포함할수 있다.
摘要翻译：本发明涉及一种用于移除现浇结构中的粘液的装置。根据本发明，用于移除现浇结构中的粘液的装置包括：主体框架; 连接到主体框架的保持件能够沿前后方向移动; 以及抽吸装置，用于在未硬化混凝土的状态下抽吸粘液，并且连接到保持器以在左右方向上可移动。该装置能够方便地移除漂浮在现浇结构的上部的粘液，而不需要操作断路器，以最小化噪声和灰尘并防止上部钢筋的质量下降。

5. 发明授权

KR101448216B1 다중파일이 구비된 흙막이벽 有权
标题翻译：多桩保持墙
公开(公告)号：KR101448216B1
公开(公告)日：2014-10-10
申请号：KR1020140044543
申请日：2014-04-15
申请人： (주)피디티이엔씨 , 윤인병
发明人： 윤인병
IPC分类号： E02D17/04 , E02D17/08 , E02D5/06 , E02D5/16 , E02D13/04
CPC分类号： E02D17/04 , E02D5/06 , E02D5/16 , E02D13/04 , E02D17/08 , E02D2220/00 , E02D2300/0032
摘要： The present invention relates to a retaining wall that is configured to have an earth plate which is provided between piles and, more particularly, to a retaining wall provided with multiple piles in which a main H pile and an auxiliary H pile are coupled with each other to resist earth pressure and pile falling is prevented to strengthen a pile supporting force. The retaining wall provided with multiple piles according to the present invention has a plurality of the multiple piles that are embedded under the ground to be apart from each other at a predetermined gap and the earth plate that is provided between the multiple piles. The multiple piles have the main H pile that has a flange and a web and the auxiliary H pile that has a flange and a web with a front surface flange being coupled with a back surface flange of the main H pile, an upper end of the auxiliary H pile matching with the main H pile and a lower end of the auxiliary H pile being shorter in length than the main H pile. The earth plate is provided between a front surface flange and the back surface flange of the main H pile.
摘要翻译：本发明涉及一种挡土墙，其构造为具有设置在桩之间的接地板，更具体地，涉及设置有多个桩的保持壁，主桩H和辅助H桩彼此联接在一起防止土压力和桩坠阻碍加强桩支撑力。根据本发明的具有多个桩的挡土墙具有多个埋在地下的多个桩，以预定的间隙彼此分开，并且设置在多个桩之间的接地板。多桩具有主H桩，其具有法兰和腹板，辅助H桩具有法兰和腹板，前表面法兰与主H桩的后表面法兰连接，与主H桩的辅助H桩匹配，辅助H桩的下端长度比主H桩短。接地板设置在主表面法兰和主H堆的后表面法兰之间。

6. 发明公开

KR1020090116342A 콘크리트토류벽용 트러스패널 과 이를 이용한 콘크리트흙막이벽 시공방법 无效
标题翻译：用于保留混凝土墙的TRUSS面板及其使用的执行方法
公开(公告)号：KR1020090116342A
公开(公告)日：2009-11-11
申请号：KR1020080042223
申请日：2008-05-07
申请人： 이정락
发明人： 이정락
IPC分类号： E02D17/04 , E02D5/06 , E02D5/16 , E02D5/20
CPC分类号： E02D17/04 , E02D5/06 , E02D5/16 , E02D5/20 , E02D2220/00 , E02D2250/0007 , E02D2300/0029
摘要： PURPOSE: A truss panel for a concrete retaining wall and a retaining wall construction method using the same is provided to reduce construction period and carry out construction rapidly, economically, and safely. CONSTITUTION: A truss panel(100) for a concrete retaining wall comprises a plate, an upper deformed bar(102), a lower deformed bar(103), an iron wire(104), a reinforced truss, a ladder supporter(106), an end supporting bar(117), and an end reinforcing bar(118,118'). A retaining wall construction method using the truss panel for a concrete retaining wall comprises following steps. An H-pile post is fixe in a row for sheeting. Earth and sand are excavated at a spot in which a retaining wall is installed. A wooden lagging is installed at a part in which earth and sand is excavated.
摘要翻译：目的：提供一种混凝土挡土墙桁架板及其使用的挡土墙施工方法，以缩短施工周期，快速，经济，安全地进行施工。构成：用于混凝土挡土墙的桁架板（100）包括板，上变形杆（102），下变形杆（103），铁丝（104），加强桁架，梯子支撑件（106），端部支撑杆（117）和端部加强杆（118,118'）。使用混凝土挡土墙的桁架板的挡土墙施工方法包括以下步骤。一个H堆桩固定在一排为片材。在安装挡土墙的地方挖掘地球和沙子。在开挖地球和沙子的部分安装了木制滞后装置。

7. 发明公开

KR1020050079439A 영구 흙막이 구조물에 사용되는 기성 콘크리트 파일 失效
标题翻译：具有粘土墙的PHC文件和PHC文件连接的方法
公开(公告)号：KR1020050079439A
公开(公告)日：2005-08-10
申请号：KR1020040007691
申请日：2004-02-05
申请人： (주)바로건설기술
发明人： 김광만 , 윤상문
IPC分类号： E02D5/03 , E02D5/12 , E02D5/16 , E02D17/04 , E02D17/08
CPC分类号： E02D5/08 , E02D5/02 , E02D5/03 , E02D5/12 , E02D5/16 , E02D17/04 , E02D17/08 , E02D2300/002 , E02D2300/0026 , E02D2600/20
摘要： 본 발명은 영구 흙막이 구조물에 사용되는 기성 콘크리트 파일 및 기성 콘크리트 파일 연결 방법에 관한 것으로서, 보다 상세하게는 상기 기성 콘크리트 파일의 피복에 연결관을 매립하여 상기 연결관에 연결봉을 삽입함으로써 기성 콘크리트 파일들을 연결하는 방법에 관한 것이다. 이를 위하여 상기의 기성 콘크리트 파일은, 기성 콘크리트 파일의 피복 일측에 설치되는 좌측연결관 및 맞은편 피복 타측에 매립되는 우측연결관을 구비한다. 또한, 상기의 기성 콘크리트 파일들을 연결하는 방법은, 연결관의 안쪽 반원형 홈에 방수재를 투입하는 단계와, 연결봉을 연결관 사이에 삽입하는 단계와, 상기 단계들을 반복함으로써 다수개의 기성 콘크리트 파일을 연속적으로 연결시키는 단계를 포함한다.

8. 发明公开

KR20180033543A 해트형 강 시트 파일의 종계 구조, 종계 해트형 강 시트 파일 유닛, 및 강제벽 审中-公开
公开(公告)号：KR20180033543A
公开(公告)日：2018-04-03
申请号：KR20187005078
申请日：2016-08-25
IPC分类号： E02D5/08 , E02D5/16
CPC分类号： E02D5/08 , E02D5/16
摘要： 이해트형강 시트파일의종계구조는, 제1 해트형강 시트파일과제2 해트형강 시트파일을, 이들의재축방향의단부면끼리맞대서연결한해트형강 시트파일의종계구조이며, 상기제1 해트형강 시트파일의측면으로부터외측을향하여돌출되는제1 피걸림부와; 상기제2 해트형강 시트파일의측면에설치되고또한, 상기제1 해트형강 시트파일의상기제1 피걸림부에대하여상기재축방향으로거는가설부를구비한다.

9. 发明公开

KR1020130016693A 띠장용 간편 보걸이 有权
标题翻译： WALL的便利支架
公开(公告)号：KR1020130016693A
公开(公告)日：2013-02-18
申请号：KR1020110078781
申请日：2011-08-08
申请人： 주식회사 삼보기술단
发明人： 이두화 , 소충섭 , 이태세
IPC分类号： E02D17/04 , E02D17/08 , E04C3/02 , E02D5/16
CPC分类号： E02D17/04 , E02D5/16 , E02D17/08 , E02D2220/00 , E02D2300/0032 , E04C3/02
摘要： PURPOSE: A convenient bracket for a furring strip connected to a flange surface side of a sidewall pile is provided to save personal cost and to reduce a construction period by strongly being connected or being separated by simple operation. CONSTITUTION: A convenient bracket for a furring strip comprises a section steel(10), a guide block(20), and an adjusting bolt(30). The section steel is generated in order for a vertical plane(11) to be more extended to a certain length than a horizontal plate(12). The guide block is adhered in an extension plane(13) and is generated as a cube box shape in order that the one side is more extended than the horizontal plate of the section steel. The adjusting bolt screws to the top end part of the guide block, connects the other end part with a fixed plate(31), and is integrally connected with a rotary knob(32) for rotation operation.
摘要翻译：目的：提供一种方便的支撑件，用于连接到侧壁桩的法兰表面侧的毛条，以节省个人成本，并通过强烈连接或通过简单的操作分离来缩短施工周期。构成：一个方便的带钢条的支架包括截面钢（10），导块（20）和调节螺栓（30）。产生截面钢以使垂直平面（11）比水平板（12）更延伸到一定长度。引导块粘附在延伸平面（13）中并且被产生为立方体箱形状，以使得一侧比截面钢的水平板更加延伸。调节螺栓螺钉连接到导块的顶端部分，将另一端部与固定板（31）连接，并与旋钮（32）整体连接以进行旋转操作。

10. 发明公开

KR1020110039973A 콘크리트 토류벽용 트러스패널을 이용한 콘크리트 토류벽 시공방법 无效
标题翻译：用于保留墙体混凝土的混凝土结构的地基保留施工方法
公开(公告)号：KR1020110039973A
公开(公告)日：2011-04-20
申请号：KR1020090097066
申请日：2009-10-13
申请人： 이정락
发明人： 이정락
IPC分类号： E02D17/04 , E02D17/08 , E02D5/06 , E02D5/16 , E02D5/20
CPC分类号： E02D17/04 , E02D5/06 , E02D5/16 , E02D5/20 , E02D17/083 , E02D2220/00 , E02D2300/0029
摘要： PURPOSE: A concrete earth retaining wall construction method is provided to exclude processes for dismantlement and removal of a form and arrangement of materials by employing truss panels for a concrete earth retaining wall. CONSTITUTION: A concrete earth retaining wall construction method using truss panels for a concrete earth retaining wall is as follows. H-piles are fixed at regular intervals in a row and the ground is excavated to build an earth retaining wall(S100). A wooden lagging is set in the excavated ground(S200). Truss panels for a concrete earth retaining wall are inserted between front and rear flanges of the H-piles and stacked in multiple layers through the coupling of male and female ribs(S300). Fixing-and-coupling pieces fasten and fix the truss panels and the H-piles(S400). Concrete is placed in the space between the truss panels and the rear side of the H-piles to resist against the earth pressure(S500).
摘要翻译：目的：采用混凝土挡土墙施工方法，通过采用混凝土挡土墙的桁架板，排除拆除和拆除材料形式和布置的过程。构成：使用桁架板作为混凝土挡土墙的混凝土挡土墙施工方法如下。 H形桩以规则的间隔连续固定，挖掘地面以建造挡土墙（S100）。在挖掘的地面设有木制落地（S200）。用于混凝土挡土墙的桁架板插入在H形桩的前后法兰之间并通过公肋和母肋的联接层叠成多层（S300）。固定连接件固定桁架板和H型桩（S400）。混凝土被放置在桁架板和H型桩的后侧之间的空间中以抵抗土压力（S500）。

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