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11. 发明授权

KR101288888B1 지오그리드와 네일을 이용한 사면복구공법 有权
标题翻译：使用地质和指甲修复坡度的方法
公开(公告)号：KR101288888B1
公开(公告)日：2013-07-23
申请号：KR1020130039662
申请日：2013-04-11
申请人： 서정국
发明人： 서정국 , 노호규
IPC分类号： E02D17/20 , E02D3/10 , E02D17/00 , A01G1/00
CPC分类号： E02D17/20 , A01G22/00 , E02D3/10 , E02D17/00 , E02D2300/0034 , E02D2300/0084
摘要： PURPOSE: A method of restoring a slope using geogrid and a nail is provided to improve stability and construct ability, and to be suitable when a slope is gradual by performing a step fill construction. CONSTITUTION: A method of restoring a slope using geogrid and a nail comprises the following steps: a drain board is paved in a restoration object slope; the slope is divided in multiple unit solum sections according to a slope direction, and paves geogrid having a width more two times than a width of the unit solum section in an upper side of the drain board; a first nail passing through the geogrid and the drain board is placed; after a solum layer is formed in a top part solum section, a bottom end and an upper side of the solum layer are wrapped; and previous steps are repeated after a second nail is placed in order to be inserted into the slope by passing through the geogrid and the solum layer. [Reference numerals] (AA) Start; (BB) End; (S1) Restore a slope and form an excavation groove; (S10) Attach vegetation materials; (S2) Pave a drain board; (S3) Partition solum sections; (S4) Pave geogrid; (S5) Place a first nail; (S6) Form a solum layer; (S7) Wrap the solum layer; (S8) Place a second nail; (S9) Lowermost unit solum section?
摘要翻译：目的：提供一种使用土工格栅和钉子来恢复坡度的方法，以提高稳定性和构造能力，并且通过执行阶梯填充结构逐渐变化时适用。构成：使用土工格栅和钉子恢复斜坡的方法包括以下步骤：将排水板铺设在修复物坡度中; 该斜坡根据倾斜方向被划分成多个单位溶液区段，并且在排水板的上侧中铺设具有比单位溶液区段的宽度更多两倍的宽度的土工格栅; 放置通过土工格栅和排水板的第一个钉子; 在顶部溶胶部分中形成了一个溶胶层之后，将该溶胶层的底端和上侧包裹起来; 并且在放置第二个钉以便通过通过土工格栅和溶胶层之后插入到斜面中之后重复先前的步骤。（附图标记）（AA）开始; （BB）结束; （S1）恢复斜坡并形成挖沟; （S10）附加植被材料; （S2）铺设排水板; （S3）分离溶液部分; （S4）铺路土工格栅; （S5）放一个指甲; （S6）形成solum层; （S7）包裹胶层; （S8）放置第二个钉子; （S9）最低单位溶液部分？

12. 发明公开

KR1020130040301A 자립식 지하연속벽 및 자립식 지하연속벽 설치 시공방법 有权
标题翻译：自支撑膜片和自支撑膜片结构方法
公开(公告)号：KR1020130040301A
公开(公告)日：2013-04-24
申请号：KR1020110104958
申请日：2011-10-14
申请人： 삼보이엔씨 주식회사
发明人： 박호성 , 박정환 , 주재규
IPC分类号： E02D5/20 , E02D17/00 , E02D29/02 , E02D5/68
CPC分类号： E02D5/20 , E02D5/68 , E02D17/00 , E02D29/0275 , E02D2300/002 , E02D2300/004
摘要： PURPOSE: A self supported diaphragm wall and a construction method thereof are provided to obtain rigidity on soil pressure and to correspond to a temporary wall of a part in which installation of supporting materials is difficult. CONSTITUTION: A self supported diaphragm wall comprises a plurality of walls and a shear key(130). The wall comprises a body unit(111) and a protrusion unit(113). The walls are formed as a T-shaped and are integrated by a cap beam. The shear key is formed at a L shape and is connected to a side in which the protrusion unit is formed. A mesh is arranged in the wall and the shear key.
摘要翻译：目的：提供自支撑隔膜壁及其施工方法，以获得土压力的刚度，并对应于难以安装支撑材料的部件的临时壁。构成：自支撑隔膜壁包括多个壁和剪切键（130）。所述壁包括主体单元（111）和突出单元（113）。壁形成为T形并且通过帽梁一体化。剪切键形成为L形并且连接到形成有突出单元的一侧。网格布置在墙壁和剪切键上。

13. 发明授权

KR101217534B1 굴삭기 작업영역 산출방법 有权
标题翻译：挖掘机工作区计算方法
公开(公告)号：KR101217534B1
公开(公告)日：2013-01-02
申请号：KR1020120013686
申请日：2012-02-10
申请人： 한양대학교 산학협력단
发明人： 김정환 , 장준현 , 민지홍 , 서종원
IPC分类号： G06F19/00 , E02F9/20
CPC分类号： E02D17/00 , G06F17/50
摘要： PURPOSE: An excavator work area calculation method is provided to calculate an optimal horizontal excavation distance and vertical excavation depth, thereby excavating a large amount of soil without the ground collapsing. CONSTITUTION: An excavator specification and the amount of soil are inputted, and an initial value of vertical excavation depth is set(S11). A virtual plane breaking surface and soil wedge weight are calculated in the vertical excavation depth, and the initial value of excavator weight located in a soil wedge area is set(S14). When the virtual plane breaking surface is broken by partial excavator weight, a bucket area sectional section is calculated and stored by using horizontal and vertical excavation depths before the virtual plane breaking surface is broken. [Reference numerals] (AA) Start; (BB) End; (S11) Setting an excavator specification and a soil parameter; (S12) Setting an initial value of vertical excavation depth; (S13) Calculating a virtual plane breaking surface and a soil wedge area; (S14) Setting an initial value of a partial excavator weight; (S15) Is the virtual plane breaking surface broken?; (S16) Is the partial excavator weight is less than a standard value of an entire excavator weight?; (S17) Increasing the partial excavator weight; (S18) Calculating a conduction safe distance; (S19) Storing a bucket area cross section and a calculated result value after calculation a horizontal excavation distance; (S20) Is the vertical excavation depth over than the standard value?; (S21) Selecting the optimal conduction safe distance and the vertical excavation depth by comparing the bucket area cross section; (S22) Increasing the vertical excavation depth
摘要翻译：目的：提供一种挖掘机工作区域计算方法，以计算最佳的水平挖掘距离和垂直挖掘深度，从而挖掘大量土壤，而不会使地面塌陷。规定：挖掘机规格和土壤量输入，并设定垂直挖掘深度的初始值（S11）。在垂直挖掘深度计算虚拟平面破碎面和土体楔块重量，并设定位于土体楔形区域的挖掘机重量的初始值（S14）。当虚拟平面破碎面被部分挖掘机重量破坏时，在虚拟平面破裂面破裂之前，通过使用水平和垂直挖掘深度来计算和存储铲斗区域截面部分。（附图标记）（AA）开始; （BB）结束; （S11）设置挖掘机规格和土壤参数; （S12）设定垂直挖掘深度的初始值; （S13）计算虚拟平面断面和土楔面积; （S14）设定部分挖掘机重量的初始值; （S15）虚拟平面破裂面是否破裂？（S16）部分挖掘机重量是否小于整个挖掘机重量的标准值？（S17）增加部分挖掘机的重量; （S18）计算传导安全距离; （S19）在计算水平挖掘距离之后存储铲斗区域横截面和计算结果值; （S20）垂直挖掘深度是否超过标准值？（S21）通过比较铲斗面积横截面选择最佳传导安全距离和垂直挖掘深度; （S22）增加垂直挖掘深度

14. 发明公开

KR1020110092997A 잔디 씨줄 有权
标题翻译：草种子线
公开(公告)号：KR1020110092997A
公开(公告)日：2011-08-18
申请号：KR1020100012765
申请日：2010-02-11
申请人： 전우방 , (주)하이스콘 , 이기창
发明人： 전우방 , 이기창
IPC分类号： A01C1/04
CPC分类号： A01C1/042 , A01G2/00 , E02D17/00 , Y10S111/901
摘要： PURPOSE: A lawn seed line is provided to prevent seed from being washed away in order to prevent non-uniform phenomenon due to non-uniform covering soil. CONSTITUTION: A lawn seed line includes an outer cover(10), fertilizer(3), and lawn seed(40). The lawn seed(G) is charged inside the outer cover. The outer cover is composed of vermiculite granule 30~50%, rhinolith powder 20~40 %, and cocopeat 20~50%. The fertilizer is among composite fertilizer and sterilization fertilizer.
摘要翻译：目的：提供草坪种子线，以防止种子被冲走，以防止由于不均匀的覆盖土壤引起的不均匀现象。构成：草坪种子线包括外盖（10），肥料（3）和草坪种子（40）。草坪种子（G）装在外盖内。外盖由蛭石颗粒30〜50％，鼻石粉20〜40％，cocopeat 20〜50％组成。肥料在复合肥料和灭菌肥料中。

15. 发明公开

KR1020110077713A 이중강관형 지주 기초 구조물 및 그 설치방법 有权
标题翻译：双钢管基础及其施工方法
公开(公告)号：KR1020110077713A
公开(公告)日：2011-07-07
申请号：KR1020090134360
申请日：2009-12-30
申请人： 재단법인 포항산업과학연구원
发明人： 이종구 , 박규식
IPC分类号： E02D27/42 , E04H12/22 , E02D17/00 , E21B1/00
CPC分类号： E02D27/42 , E02D17/00 , E02D2250/003 , E02D2300/002 , E04H12/22 , E04H12/2253 , E21B1/00
摘要： PURPOSE: A foundation structure of a double steel pipe and a construction method thereof are provided to improve construction performance by reducing an excavation area. CONSTITUTION: A foundation structure of a double steel pipe comprises a reinforcing steel pipe(110), a support steel pipe(120), and a filling material(130).The reinforcing steel pipe is embedded in the ground. A fixing member for accepting one end of each reinforcing plate(122) is installed on the inner surface of the reinforcing steel pipe. The support steel pipe is installed inside the reinforcing steel pipe and has a longer length than the reinforcing steel pipe. The reinforcing plates are protruded from the outer surface of the support steel pipe. A gap between the reinforcing steel pipe and the support steel pipe is filled with the filling material.
摘要翻译：目的：提供双钢管的基础结构及其施工方法，通过减少挖掘面积来提高施工性能。构成：双钢管的基础结构包括加强钢管（110），支撑钢管（120）和填充材料（130）。钢筋管嵌入地面。用于接收每个加强板（122）的一端的固定构件安装在加强钢管的内表面上。支撑钢管安装在加强钢管的内部，长度大于加强钢管。加强板从支撑钢管的外表面突出。加强钢管和支撑钢管之间的间隙填充有填充材料。

16. 发明公开

KR1020090084038A 지주 구조물 및 지주 시공방법 无效
标题翻译：一种支柱的织物及其执行方法
公开(公告)号：KR1020090084038A
公开(公告)日：2009-08-05
申请号：KR1020080009974
申请日：2008-01-31
申请人： 주식회사 진웅아이티시그널 , 김상기
发明人： 김상기
IPC分类号： E02D27/42 , E02D17/00 , E02D15/02 , E04H12/22
CPC分类号： E02D27/42 , E02D15/02 , E02D17/00 , E02D2300/002 , E04H12/22
摘要： A strut structure and a strut construction method are provided to easily dismantle, reinstall, maintain and repair the strut because a fastening nut is easily dismantled and assembled by opening a protective cover. A strut construction method is as follows. The surface is dug out to depth more than the sum total of the height of a support block(200) embedded under the ground and the height of a reinforcing piece(301) and a fixing plate(303). The support block manufactured in advance is placed in the excavated underground space then is fastened. A spacer(402) is positioned in the circumference of a bolt(222) prepared in the support block. A fastening plate of a strut(100) is inserted inside the spacer and fastened on the support block. A protective cover(401) is covered so that the circumference of pillar and top of spacer can be covered. The spacer comprises the length of the top of the support block to the surface. On the surface of the support block, an incline(D) is prepared.
摘要翻译：提供支柱结构和支柱施工方法，以便轻松拆卸，重新安装，维护和修理支柱，因为通过打开保护盖可以方便拆卸和组装紧固螺母。支柱施工方法如下。表面被挖出深度大于埋在地下的支撑块（200）的高度和加强件（301）和固定板（303）的高度之和的总和。预先制造的支撑块被放置在挖掘的地下空间中，然后紧固。间隔件（402）定位在制备在支撑块中的螺栓（222）的圆周中。支柱（100）的紧固板插入到间隔件的内部并固定在支撑块上。保护盖（401）被覆盖，使得支柱的圆周和间隔件的顶部可以被覆盖。间隔件包括支撑块的顶部到表面的长度。在支撑块的表面上，准备斜面（D）。

17. 实用新型

KR2020070000664U 조적식 옹벽 축조용 식생블럭. 无效
标题翻译：砌体挡土墙建筑的一块植被。
公开(公告)号：KR2020070000664U
公开(公告)日：2007-06-08
申请号：KR2020070007442
申请日：2007-05-07
申请人： 김동근
发明人： 김동근
IPC分类号： E02D29/02 , A01G1/00 , E02D17/20 , E02D17/00
CPC分类号： E02D29/02 , A01G22/00 , E02D17/00 , E02D17/205 , E02D2200/165
摘要： 본 고안은 성토나 절개지등의 수직면에 식물을 키울 수 있는 식생 블럭에 관한 것으로, 식생을 통해 자연을 가미한 옹벽을 축조하려는 것이다. 상기 목적을 달성하기 위한 본 고안은, 조적식 블록으로서 자연석 무늬 모양을 형성한 전면의 돌출부에 원형, 반원형, 타원형, 삼각형, 사각형 등 여러 형태의 구멍을 블록 전면의 돌출부에서 블록 후면 하단 방향으로 경사지게 뚫어, 토사의 유출을 억제하고, 식물의 생장에 필요한 수분을 지속적으로 공급 할 수 있는 조적식용벽 구조로서, 식물의 자생 부위가 전면에 돌출되어 내무토사에까지 뿌리를 활착시켜, 양분과 수분을 식물 스스로 쉽게 확보할 수 있도록 한 구성으로 이루어진다.
옹벽,조적,축조,블럭,돌출,보강토,구멍,옹벽 축조용 블록

18. 发明公开

KR1020150031086A 항 타설용 장심도 케이싱 无效
标题翻译：用于放置柱的深度套管
公开(公告)号：KR1020150031086A
公开(公告)日：2015-03-23
申请号：KR1020130110604
申请日：2013-09-13
申请人： (주)태극기초
发明人： 김양형
IPC分类号： E02D13/00 , E02D5/24 , E02D17/00 , E02D9/02
CPC分类号： E02D13/00 , E02D5/24 , E02D9/02 , E02D17/00 , E02D2250/0038
摘要： 본 발명은 항 타설용 장심도 케이싱에 관한 것으로서, 상하측 케이싱을 나사식으로 조립될 수 있도록 함으로 해서 조립 및 분해가 간편하게 이루어지도록 하여 작업성을 개선할 수 있도록 한 항 타설용 장심도 케이싱을 제공코자 하는 것이다.
즉, 본 발명은 지반굴착용 오거머신의 케이싱 드라이브의 하부 케이싱 소켓에 키이로 결합하여 사용하는 항 타설용 장심도 케이싱을 구성함에 있어서, 상기 케이싱은 케이싱 소켓에 결합되는 키이의 상측 외부에 나사부를 형성하고, 하단부에는 상기 나사부에 체결되는 나사공이 형성되는 연결부재의 상측으로 가공된 결합공에 내입하여 케이싱과 일체로 용접 구성하며, 상기 키이는 연결부재와 동일한 높이로 구성한 것이다.
摘要翻译：本发明涉及一种用于放置立柱以提高加工性能的深深套管，其特征在于可以通过上下壳体构造成通过螺钉组装来实现简单的组装和拆卸。换句话说，在构成用于将通过与壳体驱动器的下壳体插座结合使用的柱体的深深套管构造成用于通过钥匙进行土壤挖掘的螺旋钻机中，本发明包括：壳体在外部形成螺钉单元键的上侧耦合到套管座; 通过将壳体插入连接构件的上侧的加工组合孔中，连接构件与壳体整体焊接，该加工组合孔形成紧固在下端部中的螺钉单元的螺纹孔; 并且该键被配置为具有与连接构件相同的高度。

19. 发明公开

KR1020140088812A 중량체를 이용한 계단식 지반 굴착 방법 및 이를 이용한 지중 수처리 시설의 시공 방법 有权
标题翻译：使用重量的地下挖掘方法及其地下水处理设施的施工方法
公开(公告)号：KR1020140088812A
公开(公告)日：2014-07-11
申请号：KR1020130000786
申请日：2013-01-03
申请人： 한밭대학교 산학협력단
发明人： 이승영 , 이종석
IPC分类号： E02D17/00 , E02D29/045 , E02D29/02
CPC分类号： E02D17/00 , E02D29/0208 , E02D29/045 , E02D2300/0032 , E02D2300/0085
摘要： The present invention relates to a terraced ground excavating method using a heavy weight which can support the outside of each excavated layer when the ground is excavated by layers in a terraced form to prevent inflow of earth and sand and a method for constructing an underground water treatment facility which is formed by laying porous members on a ground layer excavated in the terraced ground excavating method. The terraced ground excavating method using the heavy weight according to the present invention comprises: an excavated layer forming step (S10) of forming an excavated layer (12) by excavating the ground (10); an excavated layer supporting step (S20) of installing a heavy weight (20) on the outside of the excavated layer (12); and a repeating step (S30) of repeating the excavated layer forming step (S10) and the excavated layer supporting step (S20) relative to the inside ground in which the heavy weight (20) is installed in a case that the ground (10) must be excavated further and ending work in a case that the ground (10) is not excavated further. Moreover, the method for constructing an underground water treatment facility according to the present invention comprises: a ground excavating step (S100) carried out by the terraced ground excavating method using the heavy weight according to the present invention; and a porous member laying step (S300) of laying porous members on an excavated layer.
摘要翻译：本发明涉及一种使用重型的梯田式挖掘方法，该重量可以在以地梯形式开挖地面以防止砂土流入的情况下，支撑每个挖掘层的外侧，以及构造地下水处理的方法通过在梯田式挖掘方法中挖掘的地层上铺设多孔构件而形成的设施。根据本发明的使用重型的梯田式挖掘方法包括：通过挖掘地面（10）形成挖掘层（12）的挖掘层形成步骤（S10）; 挖掘层支撑工序（S20），在挖掘层（12）的外侧设置重锤（20）; 以及在地面（10）的情况下，相对于重锤（20）的内侧地重复挖掘层形成工序（S10）和挖掘层支撑工序（S20）的重复工序（S30）如果没有进一步挖掘地面（10）的情况，必须进一步挖掘和结束工作。此外，根据本发明的地下水处理设备的构造方法包括：使用本发明的重锤的梯田式挖掘方法进行的地面挖掘工序（S100）以及在挖掘层上铺设多孔构件的多孔构件铺设步骤（S300）。

20. 发明授权

KR101293682B1 지장물 매달기 공법 有权
标题翻译：用于结构结构的破坏方法
公开(公告)号：KR101293682B1
公开(公告)日：2013-08-06
申请号：KR1020120046092
申请日：2012-05-02
申请人： 쌍용건설 주식회사
发明人： 양성호 , 이송헌 , 안동렬 , 김재윤
IPC分类号： E02D29/045 , E02D5/22 , E02D17/00
CPC分类号： E02D29/045 , E02D5/22 , E02D17/00 , E02D2300/0034
摘要： PURPOSE: A suspension method for an obstruction is provided to improve workability and stability of a task and to prevent a damage caused by sagging of the obstruction. CONSTITUTION: A suspension method for an obstruction comprises as follows. An upper support unit (100) is installed on the upper part of an obstruction (1). The side part of the obstruction is excavated, and an edge region of both lower sides of the obstruction is preliminarily excavated. The lower part of the obstruction is bored in a width direction so that a connection member insertion hole is formed. A support unit (200) is individually mounted on the edge of both lower sides of the obstruction. The support unit and the upper support unit are connected by an upper and lower direction connection member (300). A pair of the support unit is connected by a width direction connection member. The lower part of the obstruction is excavated.
摘要翻译：目的：提供阻塞的悬挂方法，以提高任务的可操作性和稳定性，并防止由于阻塞下垂引起的损害。构成：障碍物的悬挂方法如下。上支撑单元（100）安装在障碍物（1）的上部。挖掘出障碍物的侧面部分，初步挖掘障碍物两侧边缘区域。障碍物的下部在宽度方向上钻孔，从而形成连接构件插入孔。支撑单元（200）分别安装在障碍物的两个下侧的边缘上。支撑单元和上支撑单元通过上下方向连接构件（300）连接。一对支撑单元通过宽度方向连接构件连接。挖掘下部阻塞物。

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