公开(公告)号：KR101817712B1

公开(公告)日：2018-01-11

申请号：KR1020170108131

申请日：2017-08-25

Applicant: 박영현 ,  임용택

Inventor： 박영현 ,  임용택

IPC: E02D29/045 ,  E02D29/16 ,  E02D17/00

CPC classification number: E02D29/045 ,  E02D17/00 ,  E02D29/16

Abstract: 본발명은암거및 암거시공방법에관한것으로서, 더욱상세하게는연결강선의부식을방지하고암거의누수와처짐을방지하는암거및 암거시공방법에관한것이다. 본발명은전방면과후방면이개방되고내부에중공부가형성되어다수개를연결할시 관로를형성하고, 전방면에서소정깊이인입된제1 정착구와, 후방면에서소정깊이인입된제2 정착구와, 상기제1 및제2 정착구를연결하는연결강선홀과, 외측면또는내측면에서상기제1 또는제2 정착구와연통되는주입공이형성된본체와; 상기본체를연결하도록상기제1 또는제2 정착구를통해상기연결강선홀에설치되는연결강선과; 상기주입공에서주입되어상기제1 및제2 정착구와상기연결강선홀을밀폐하는기밀부재를; 구비한다.

公开(公告)号：KR101498711B1

公开(公告)日：2015-03-05

申请号：KR1020130107920

申请日：2013-09-09

Applicant: 이대동 ,  최재진

Inventor： 이대동 ,  최재진

IPC: E02D17/04 ,  E02D5/06 ,  E02D5/80 ,  E02D17/00

CPC classification number: E02D17/04 ,  E02D5/06 ,  E02D5/80 ,  E02D17/00

Abstract: 본 발명은 흙막이 벽체를 지지하도록 설치된 수직부재(100); 상기 수직부재(100)의 상부에서 후방으로 연장설치된 연장부재(200); 상기 연장부재(200) 및 수직부재(100) 사이를 보강하도록 설치된 보강부재(300); 상기 연장부재(200)에서 하방 또는 후방으로 연장설치된 어스앵커(400);를 포함하는 흙막이 구조물을 제시함으로써, 터파기 작업을 수행하는 경우 배후토사의 토압에 충분히 저항하도록 하고, 작업공간을 충분히 확보할 수 있으며, 대지의 여유공간이 작을 경우에도 충분히 시공할 수 있도록 한다.

Abstract translation: 提供了一种土壤保持结构，包括：垂直构件（100），其安装成支撑土壤挡土墙; 延伸部件（200），其向后延伸并安装在所述垂直部件（100）的上部; 加强构件（300），其安装成在所述延伸构件（200）和所述竖直构件（100）之间加强; 以及从所述延伸构件（200）向下或向后延伸并安装的接地锚（400）。 因此，即使在场地的自由空间小的情况下，土体保持结构也能够充分地抵抗土压，并且确保在进行开挖时的作业空间。

公开(公告)号：KR101378648B1

公开(公告)日：2014-03-27

申请号：KR1020120125180

申请日：2012-11-07

Applicant: 신동훈

Inventor： 신동훈

IPC: E02D17/04 ,  E02D5/06 ,  E02D17/00

CPC classification number: E02D17/04 ,  E02D5/06 ,  E02D17/00 ,  E02D2300/0085

Abstract: A prefabricated structure of a soil retaining wall is disclosed. The present invention includes soil retaining plates, which prevent soil from moving horizontally, and an overturn resistant plate, which prevents the soil retaining plates from being turned over. According to the present invention, installation and distillation of the prefabricated structure of soil retaining does not need tie rods or turnbuckles and consequently is done quickly and easily. At the same time, wider passageways are obtained by reducing a width of the piled soil.

Abstract translation: 公开了一种挡土墙的预制结构。 本发明包括防止土壤水平移动的土壤保持板和防止土壤挡板翻转的翻转阻力板。 根据本发明，预制结构的土壤保持装置的安装和蒸馏不需要拉杆或螺丝扣，因此快速且容易地完成。 同时，通过减小堆土的宽度获得更宽的通道。

公开(公告)号：KR101101182B1

公开(公告)日：2012-01-03

申请号：KR1020110087835

申请日：2011-08-31

Applicant: (주)동하이엔지

Inventor： 정범채

IPC: E02D29/045 ,  E04G13/04 ,  E02D17/00 ,  F16L3/00 ,  F16B37/00

CPC classification number: E02D29/045 ,  E02D17/00 ,  E02D2250/0023 ,  E04G13/04 ,  F16B37/00 ,  F16L3/00

Abstract: PURPOSE: A top-down construction method for an underground structure is provided to support a girder form using a suspension support that is supported by a preconstructed floor frame. CONSTITUTION: A top-down construction method for an underground structure is as follows. The earth under a floor frame(100) preconstructed is excavated. Brackets(120) are installed on exposed columns(110) in the excavated part(102). Girder forms(130) are installed on the brackets to be supported with brackets. A suspension support(140) is installed to support the girders form between the brackets. Decks are installed between the girder forms. Reinforcements are arranged and concrete is placed successively on the girder forms and the decks. The suspension support and the brackets are removed after the curing of the placed concrete.

Abstract translation: 目的：提供一种用于地下结构的自顶向下施工方法，以支撑使用由预制构架架支撑的悬架支架的大梁形式。 构成：地下结构的自顶向下施工方法如下。 挖掘出预制的地板框架（100）下的地球。 支架（120）安装在挖掘部分（102）中的暴露的柱（110）上。 支架形式（130）安装在支架上，用支架支撑。 安装悬架支撑件（140）以支撑在支架之间形成的桁架。 甲板安装在大梁之间。 钢筋混凝土连续放置在大梁和甲板上。 在固化后的混凝土中，将悬挂支架和支架卸下。

公开(公告)号：KR1020090084375A

公开(公告)日：2009-08-05

申请号：KR1020080010525

申请日：2008-02-01

Applicant: 석운엔지니어링 주식회사

Inventor： 노승관

IPC: E02D17/00 ,  E02D11/00

CPC classification number: E02D17/00 ,  E02D11/00 ,  E02D2200/15 ,  E02D2250/0038

Abstract: A drilling rig for deep excavation is provided to prevent deformation of leader efficiently because the leader is stably supported by using a reinforcement backstay and a tension wire. A drilling rig for deep excavation comprises a crane(20), a leader(30), a pair of backstays(40), a reinforcement backstay(50) and a tension wire(60). The leader is erected and installed in front of the crane. One end of the backstay is hinge-coupled behind the crane. The other end of the backstay is hinge-coupled with the upper part of the leader. The backstay moves and supports the leader. One end of the reinforcement backstay is hinge-coupled behind the crane. The other end of the reinforcement backstay is hinge-coupled with the center of the leader. The reinforcement backstay prevents deformation of the leader.

Abstract translation: 提供一种用于深挖掘的钻机，以便有效地防止导板的变形，因为通过使用加强后支架和张力线来稳定地支撑引导件。 用于深挖掘的钻机包括起重机（20），引导件（30），一对后支架（40），加强后支架（50）和张力线（60）。 领导者竖立并安装在起重机前。 后支架的一端铰链在起重机后面。 后台的另一端与导杆的上部铰接。 后台移动并支持领导。 加强后支架的一端铰链在起重机后面。 加强后支架的另一端与导杆的中心铰接。 加强后支架可防止领导者变形。

公开(公告)号：KR1020160062957A

公开(公告)日：2016-06-03

申请号：KR1020140166315

申请日：2014-11-26

Applicant: 한국철도기술연구원

Inventor： 이수형 ,  이일화 ,  이성진 ,  여인호

IPC: E02D5/24 ,  E02D13/10 ,  E02D17/00

CPC classification number: E02D5/24 ,  E02D13/10 ,  E02D17/00 ,  E02D2600/20 ,  E02D2600/30

Abstract: 성토지지말뚝공법용말뚝은연약지반부상에성토하는공법에서복수개가일정한간격으로배열되어상기성토부를지지하며, 기둥부및 경사면을포함한다. 상기기둥부는상기연약지반부상에상기성토부를향해일방향으로연장된다. 상기경사면은상기기둥부의상면과접촉하며상기상면에고정되는하면, 상기하면으로부터상부방향으로연장되어외부를형성하는외면부, 및상기외면부의상측으로부터내측으로경사지도록연장되어내부공간을형성한다.

Abstract translation: 本发明涉及一种能够通过具有相对简单的结构来降低制造和安装成本的堤坝的构造桩。 在一个不牢固的地面单元上堆土的施工方法，以固定间隔的方式布置多个构筑堤防桩的桩。 该桩支撑一个堆垛单元，并且包括柱单元和倾斜表面。 柱单元在一个方向上朝向不良接地单元上的堆垛单元延伸。 倾斜表面包括：通过与柱单元的上表面接触而固定到上表面的下表面; 外表面单元，其具有从下表面延伸到上侧的外侧; 以及从外表面单元的上侧向内侧延伸的内部空间。

公开(公告)号：KR1020140053485A

公开(公告)日：2014-05-08

申请号：KR1020120119446

申请日：2012-10-26

Applicant: 한국파라마운트 주식회사 ,  주식회사 테코이코

Inventor： 신순주

IPC: E02D19/12 ,  E02D3/12 ,  E02D17/00

CPC classification number: E02D19/12 ,  E02D3/12 ,  E02D17/00 ,  E02D2200/12 ,  E02D2300/0025 ,  E02D2300/0076 ,  E02D2300/009 ,  E02D2300/0093

Abstract: The objective of the present invention is to waterproof the original ground and the filled-up ground such as a dam, a bank, and a coffer at the same time by connecting a grouting wall, bentonite mixed soil, and a Paramat to form a waterproofing wall, and more particularly, to waterproof the original ground and the filled-up ground together by installing a grouting wall at a predetermined depth in the original ground, constructing bentonite mixed soil while embedding a Paramat in the upper end of the installed grouting wall, and filling soil while continuously embedding the Paramat, which is embedded in the bentonite mixed soil, in the upper end of the constructed bentonite mixed soil to integrally connect the grouting wall and the Paramat or by excavating the original ground, constructing the bentonite mixed soil while embedding the Paramat in the excavated original ground, filling the soil while continuously embedding the Paramat, which is embedded in the bentonite mixed soil, in the upper end of the constructed bentonite mixed soil, and installing the grouting wall in the original ground at a predetermined depth from the constructed bentonite mixed soil to integrally connect the grouting wall and the Paramat, wherein the Paramat is a waterproofing material obtained by laminating one among woven fabric, nonwoven fabric, and a film on the surface of one among a membrane, a film, and vinyl by one among fusion, heating, bonding, needle punching, and stitching and additionally laminating one among nonwoven fabric, woven fabric, and a film on the laminated nonwoven fabric, woven fabric, or film by one among fusion, heating, bonding, needle punching, and stitching.

Abstract translation: 本发明的目的是通过连接灌浆墙，膨润土混合土和Paramat来同时防水原始地面和填充地面，例如坝，堤坝和库房，以形成防水 并且更具体地，通过在原始地面中以预定深度安装灌浆壁来将原始地面和填充地面防水，构建膨润土混合土壤，同时将Paramat嵌入安装的灌浆墙的上端， 填埋土壤，同时将嵌入膨润土混合土中的Paramat埋在构造的膨润土混合土的上端，整体连接灌浆墙和Paramat，或者通过挖掘原始地面，构造膨润土混合土 将Paramat嵌入挖掘的原始地面，填充土壤，同时将埋在膨润土混合土中的Paramat连续包埋在 构造的膨润土混合土的上端，并将原始地面的灌浆墙从构造的膨润土混合土中预定深度安装，以将灌浆墙和Paramat整体连接，其中Paramat是通过层压其中之一而获得的防水材料 无纺布，无纺布，以及在熔融，加热，粘合，针刺和缝合中的膜，膜和乙烯基之一的表面上的膜，并且在无纺布，机织织物和 在融合，加热，粘合，针刺和缝合之中的层压非织造织物，机织织物或膜之间的膜。

公开(公告)号：KR1020140036920A

公开(公告)日：2014-03-26

申请号：KR1020120108910

申请日：2012-09-28

Applicant: 주식회사 도우엔지니어즈 ,  (주)나우기술

Inventor： 정동면 ,  정인혁

IPC: E02D17/04 ,  E02D5/06 ,  E02D13/02 ,  E02D17/00

CPC classification number: E02D17/04 ,  E02D5/06 ,  E02D13/02 ,  E02D17/00 ,  E02D2300/0032

Abstract: The present invention relates to a temporary structure for earth retaining to form a soil retaining plate for supporting a soil retaining wall between vertical beams arranged at a predetermined distance from each other. The temporary structure for earth retaining includes a cut-out vertical beam which assembles a U-bolt to the side of a support part remaining on the front side of a main body beam and which joins the unit cutting beams through the U-bolt; the soil retaining plate on which the cut-out vertical beam and the vertical beam are alternately installed, which forms a hanging part on one front side of the soil retaining plate, and which is horizontally inserted into between the cut-out vertical beam and the vertical beam through the hanging part; and a connection beam to connect the vertical beam to the cut-out vertical beam facing each other in a direction vertical to each vertical beam or the front side of a vertical beam facing the cut-out vertical beam. Therefore, the temporary structure for earth retaining facilitates the installation and removal of the soil retaining plate and reduces a construction period and construction costs caused by the installation of the soil retaining plate.

Abstract translation: 本发明涉及一种用于接地保持的临时结构，以形成用于在彼此间隔预定距离布置的垂直梁之间支撑土壤挡土墙的土壤保持板。 用于接地保持的临时结构包括：切割垂直梁，其将U型螺栓组装在保持在主体梁前侧的支撑部分的侧面，并且通过U型螺栓将单元切割梁连接; 交替安装切割垂直梁和垂直梁的土壤保持板，其在土壤保持板的一个前侧上形成悬挂部分，并且水平地插入在切割垂直梁和 垂直梁通过悬挂部分; 以及连接梁，用于将垂直光束连接到垂直于每个垂直光束的方向彼此面对的切割垂直光束或面向切割垂直光束的垂直光束的前侧。 因此，土体保留的临时结构有利于土壤保持板的安装和拆除，并减少了由土挡板安装引起的施工周期和施工成本。

公开(公告)号：KR101318202B1

公开(公告)日：2013-10-15

申请号：KR1020130014250

申请日：2013-02-08

Applicant: 삼보이엔씨 주식회사

Inventor： 박호성 ,  박정환

IPC: E02D5/18 ,  E21B10/00 ,  E02D17/00 ,  E02F3/413 ,  E02D29/02

CPC classification number: E02D5/18 ,  E02D17/00 ,  E02D29/0275 ,  E02D2300/004 ,  E02F3/413 ,  E21B10/006

Abstract: PURPOSE: A water stop execution method by using a water-proofing block is provided to remove the water-proofing block easily by cutting a side contact part of a first panel by using a side contact part cutter. CONSTITUTION: A water stop execution method by using a water-proofing block comprises the following steps: a first excavation space is formed by excavating a first panel formation reserved area; a water-proofing block in which a water-proofer is mounted on one-side wall which is formed along the width of a first excavation space is arranged to meet with a back side; a first panel is formed in the first excavation space; a second excavation space is formed by excavating a second panel formation reserved area which is adjacent to one-side wall of the first excavation space; a switching part and a side contact part of the first panel on a side of the water-proofing block are cut by cutter equipment; and the water-proofing block is removed by being separated from the water-proofer which is part-impregnated in the first panel. [Reference numerals] (AA) Start; (BB) End; (S100) Forming a first excavation space by excavating a first panel formation reserved area; (S200) Mounting a water-proofing block in which a water-proofer is mounted on one-side wall which is formed along a width of a first excavation space is arranged to meet with a back side; (S300) Forming a first panel in the first excavation space where the water-proofing block is arranged; (S400) Forming a second excavation space by excavating a second panel formation reserved area which is adjacent to one-side wall of the first excavation space; (S500) Cutting a switching part and a side contact part of the first panel on a side by a cutter equipment; (S600) Removing the water-proofing block by being separated from the water-proofer which is part-impregnated in the first panel; (S700) Repeating S100 to S600 steps for the second excavation space; (S800) Forming a third panel for a third excavation space

Abstract translation: 目的：通过使用防水块来提供停水执行方法，通过使用侧接触部件切割器切割第一面板的侧接触部分来容易地去除防水块。 构成：使用防水块的止水执行方法包括以下步骤：通过挖掘第一板形成预约区域形成第一挖掘空间; 将沿着第一挖掘空间的宽度形成的单侧壁上安装有防水装置的防水块配置成与背面相遇; 在第一挖掘空间中形成第一面板; 通过挖掘与第一挖掘空间的单侧壁相邻的第二板形成保留区域形成第二挖掘空间; 防水块一侧的第一面板的切换部分和侧面接触部分由切割设备切割; 并且通过与部分浸渍在第一面板中的开水器分离而除去防水块。 （附图标记）（AA）开始; （BB）结束; （S100）通过挖掘第一面板形成预留区域形成第一挖掘空间; （S200）安装在第一挖掘空间的宽度上形成的单侧壁上安装有防水装置的防水块，以与后侧相遇; （S300）在布置有防水块的第一挖掘空间中形成第一面板; （S400）通过挖掘与第一挖掘空间的单侧壁相邻的第二面板形成保留区域形成第二挖掘空间; （S500）通过切割装置切割第一面板的侧面的切换部和侧面接触部; （S600）通过与部分浸渍在第一面板中的防水装置分离来除去防水块; （S700）对第二挖掘空间重复S100至S600步骤; （S800）形成第三个挖掘空间的第三个面板

公开(公告)号：KR101302246B1

公开(公告)日：2013-09-02

申请号：KR1020120034835

申请日：2012-04-04

Applicant: 위성배

Inventor： 위성길 ,  위성배

IPC: E02D29/045 ,  E02D17/00 ,  E02D29/02 ,  E02D9/02

CPC classification number: E02D29/045 ,  E02D9/02 ,  E02D17/00 ,  E02D29/0275 ,  E02D2250/0007 ,  E02D2300/002

Abstract: PURPOSE: A continuous construction method for a wall of an underground structure is provided to reduce construction costs and construction periods and conveniently perform a construction work of the wall of the underground structure by successively performing an excavation work of the ground, the arrangement of reinforcing bars, and placing and curing works of concrete. CONSTITUTION: A continuous construction method for a wall of an underground structure comprises as follows. A guide rail (100) and a rotary plate (200) are installed on one side of a construction position of the wall in the underground structure. A guide plate (300) is mounted on the guide rail, and a vertical leader (400) and an excavation device (500) are assembled on one side of the guide plate. The ground is excavated by using the excavation device, and a mold device (600) is located on the space formed in the ground by an excavating work. A partition panel (650) is installed on the wall on the rear of the excavated underground space. A partition unit (640) is located to the front side of the partition panel at a predetermined interval. Reinforcing bars are assembled in the underground space enclosed by the partition panel, the partition unit, and a mold (520), and concrete is placed. The partition panel is drawn after placing the concrete, and the partition panel is inserted into the rear side of the partition unit in order to be attached. The concrete is cured for predetermined time. A body (610) of a mold device and the mold are moved to the front side at a predetermined distance.

Abstract translation: 目的：为了减少施工成本和施工时间，提供了一种连续的地下结构墙体施工方法，通过连续进行地面挖掘工作，方便地进行地下结构墙体的施工， ，并配置和固化混凝土工程。 构成：地下结构墙的连续施工方法如下。 在地下结构中的壁的结构位置的一侧安装导轨（100）和旋转板（200）。 引导板（300）安装在导轨上，垂直引导件（400）和挖掘装置（500）组装在引导板的一侧。 通过使用挖掘装置挖掘地面，并且通过挖掘工作将模具装置（600）设置在形成在地面上的空间上。 分隔板（650）安装在挖掘的地下空间后部的墙壁上。 分隔单元（640）以预定的间隔位于分隔板的前侧。 加强筋组装在由分隔板，分隔单元和模具（520）包围的地下空间中，并且混凝土被放置。 在放置混凝土之后，分隔板被拉出，分隔板被插入到分隔单元的后侧以便安装。 混凝土固化预定时间。 模具装置的主体（610）和模具以预定距离移动到前侧。