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51. 发明授权

KR101124203B1 파일 구조체 有权
标题翻译：桩结构
公开(公告)号：KR101124203B1
公开(公告)日：2012-03-27
申请号：KR1020110039848
申请日：2011-04-27
申请人： 나병관 , 주식회사 장평건설
发明人： 나병관
IPC分类号： E02D5/54 , E02D5/24 , E02D7/02
CPC分类号： E02D5/54 , E02D5/24 , E02D7/02 , E02D2250/0038 , E02D2300/0026 , E02D2600/20
摘要： PURPOSE: A pile structure is provided to reduce manufacturing costs by coupling a connection ring member and a support member to the front end of an existing pile through a connection band or a connection plate. CONSTITUTION: A pile structure comprises a pile body(10), a connection band(15), a connection ring member(20), multiple support members(30), and a connector(40). The pile body has a hollow(12). The connection band is integrally coupled to the front end edge of the pile body. The connection ring member is coupled to the front end of the connection band and has divided parts(25) at the bottom end. One end of each support member is coupled to the end of each divided part, and the other end is connected to the connector.
摘要翻译：目的：通过将连接环构件和支撑构件通过连接带或连接板将现有桩的前端连接到现有桩的前端来提供桩结构以降低制造成本。构成：桩结构包括桩体（10），连接带（15），连接环构件（20），多个支撑构件（30）和连接器（40）。桩体具有中空（12）。连接带一体地联接到桩体的前端边缘。连接环构件联接到连接带的前端，并且在底端具有分割部分（25）。每个支撑构件的一端联接到每个分割部分的端部，另一端连接到连接器。

52. 发明公开

KR1020120027558A 날개 촉 말뚝 无效
标题翻译：静态钢边钢
公开(公告)号：KR1020120027558A
公开(公告)日：2012-03-22
申请号：KR1020100089187
申请日：2010-09-13
申请人： 이형인
发明人： 이형인
IPC分类号： E04H15/62 , E02D5/54
CPC分类号： E04H15/62 , E02D5/54
摘要： PURPOSE: An impeller tip shaped pile is provided to prevent a steel pack from pulling out in case of using an impeller tip shaped pile by piling into the soil and stones of an existing steel pack. CONSTITUTION: An impeller tip shaped pile comprises a part of piling into the soil and stones of a steel pack(100) and an impeller shaped molding(200) to prevent the steel pack from pulling out from the soil and stones. The impeller shaped molding is buried into the soil and stones, thereby preventing to easily pull out the steel pack because the impeller shaped molding takes a roll for a latch.
摘要翻译：目的：提供一种叶轮尖端的桩，以防止在使用叶轮尖端桩时将钢包拉出，以便将钢包堆放在土壤和石块中。构成：一个叶轮顶端的桩包括一个堆放在土壤中的部分和一个钢包（100）的石头和一个叶轮形的模制件（200），以防止钢包从土壤和石头中拉出。叶轮成型的模具被埋入土壤和石头中，从而防止由于叶轮形成的模具卷起一个闩锁而容易地拉出钢包装。

53. 发明授权

KR101125875B1 그라운드 앵커 有权
标题翻译：地锚
公开(公告)号：KR101125875B1
公开(公告)日：2012-03-21
申请号：KR1020090078754
申请日：2009-08-25
申请人： 박이근
发明人： 박이근
IPC分类号： E02D5/80 , E02D5/54 , E02D5/62 , E04C5/12
摘要： 본 발명은 그라운드 앵커에 관한 것으로, 보다 상세하게는 공기압력에 의해 스파이크가 3단계로 진출되며 보강홀의 내측벽에 깊이 침투.삽입되도록 하는 정착수단을 구성하여 앵커의 정착력을 향상시켜 충분한 앵커력, 인장력을 확보함에 따른 안정적인 보강구조를 구축할 수 있는 그라운드 앵커에 관한 것이다.
그라운드 앵커, 정착수단, 어스앵커, 사면보강

54. 发明公开

KR20120019677A Ground expansion anchor and constructure using the same 审中-公开
标题翻译：地面膨胀锚固和使用它的结构
公开(公告)号：KR20120019677A
公开(公告)日：2012-03-07
申请号：KR20100083033
申请日：2010-08-26
申请人： LEE HANG YOUL , YEAN YOON TAEK
发明人： LEE HANG YOUL , YEAN YOON TAEK
IPC分类号： E02D5/80 , E02D5/54 , E02D5/62
CPC分类号： E02D5/80 , E02D5/54 , E02D5/62 , E02D17/20 , E02D2200/14 , E02D2300/0018 , E02D2300/0034
摘要： PURPOSE: A ground expansion anchor and a construction structure thereof are provided to ensure an improved anchoring force even with a reduced bonded length. CONSTITUTION: A ground expansion anchor comprises a plurality of tensile members(11), an anchorage(12), and a plurality of expansion members(15). The tensile members are installed as being tensed in a ground anchor hole(21) and have an exposed end(11a) which is exposed to the ground and fixed by an anchor head and a buried end(11b) which is anchored in the ground by grouting. The anchorage is installed in the buried ends of the tensile members. The expansion members are installed on the outer side of the tensile members and elastically widened in a diameter direction.
摘要翻译：目的：提供地面膨胀锚及其结构结构，以确保即使在减小的接合长度的情况下也能提高锚固力。构成：地面膨胀锚包括多个拉伸构件（11），锚固件（12）和多个膨胀构件（15）。拉伸构件被安装成在地面锚定孔（21）中张紧并且具有露出的端部（11a），其暴露于地面并由锚固头和埋入端部（11b）固定，该端部锚固在地面中灌浆。锚固件安装在拉伸构件的埋头端。膨胀构件安装在拉伸构件的外侧，并且在直径方向上弹性变宽。

55. 发明公开

KR20120016867A Improved ground reinforcing bar assembly with expandable front wing 有权
标题翻译：改进的地面加固杆组件与可扩展的前方
公开(公告)号：KR20120016867A
公开(公告)日：2012-02-27
申请号：KR20100079363
申请日：2010-08-17
申请人： SAMSUNG C & AMP T CORP , AJOU UNIV IND ACAD COOP FOUND , SANHA ENGINEERING & AMP CONSTRUCTION CO
发明人： KIM YOUNG GEUN , HAN BYEONG HYEON , PARK NAM SEO , LEE SANG DUK
IPC分类号： E02D5/54 , E02D5/74
CPC分类号： E02D5/54 , E02D5/74 , E02D2200/1685
摘要： PURPOSE: A front expansion type ground reinforcing bar assembly is provided to easily control the expansion angle of an expansion piece because a steel bar can move the contact point between a support member and the expansion piece by being rotated and inserted to a front anchorage. CONSTITUTION: A front expansion type ground reinforcing bar assembly comprises a front anchorage(100), a steel bar(300), an annular support member(400), and a fixing blade(500). The front anchorage comprises a cylindrical main body with female threads and an expansion piece(120) which is formed in the shape of a pipe cut at an angle and has one end attached to the backside of the main body. The steel bar passes through the expansion piece and is coupled to the main body via male threads on the leading end thereof. The annular support member is installed on the periphery of the steel bar and contacts the inner surface of the expansion piece to support the expansion piece in a radial direction. The fixing blade is installed by being inserted in a fixing blade insertion groove formed on the leading end of the front anchorage.
摘要翻译：目的：提供一种前膨胀型地面钢筋组件，以容易地控制膨胀件的膨胀角度，因为钢筋可以通过旋转并插入到前锚固件中而使支撑构件和膨胀件之间的接触点移动。构成：前膨胀型地面钢筋组件包括前锚固件（100），钢筋（300），环形支撑构件（400）和固定刀片（500）。前部锚固件包括具有内螺纹的圆柱形主体和形成为以一定角度切割的管子形状并且一端附接到主体的后侧的膨胀件（120）。钢筋通过膨胀件，并通过其前端上的阳螺纹连接到主体。环形支撑构件安装在钢筋的周边上，并与膨胀件的内表面接触，以沿径向支撑膨胀件。固定刀片通过插入形成在前部锚固件的前端上的固定刀片插入槽中而被安装。

56. 发明公开

KR1020120010649A 다단 익스텐션 암이 장치된 지내력 보강 기초 파일 无效
标题翻译：基础桩与多层可扩展武器
公开(公告)号：KR1020120010649A
公开(公告)日：2012-02-06
申请号：KR1020100071209
申请日：2010-07-23
申请人： 김홍근
发明人： 김홍근
IPC分类号： E02D5/54 , E02D5/62 , E02D3/12
CPC分类号： E02D5/54 , E02D5/48 , E02D27/12 , E02D27/28
摘要： PURPOSE: A foundation pile with reinforced bearing capacity is provided to increase bearing capacity by increasing the support area of a foundation pile over different layers. CONSTITUTION: A foundation pile with reinforced bearing capacity comprises extension arms. The extension arms are formed in multi steps and are installed on a foundation pile structure at regular intervals. One end of the extension arm is supported by a structure, and the other end of the extension arm is folded to the outside as a free end. The extension arm is supported to be folded to the outside by a connecting bar. The connecting bar is connected to the lower part of the extension arm.
摘要翻译：目的：通过增加基础桩在不同层的支撑面积，提供增强承载能力的基础桩来增加承载力。构成：具有增强承载力的地基桩包括延伸臂。延伸臂以多个步骤形成，并且以规则的间隔安装在基础桩结构上。延伸臂的一端由结构支撑，并且延伸臂的另一端作为自由端折叠到外部。延伸臂被支撑以通过连接杆折叠到外部。连接杆连接到延伸臂的下部。

57. 发明公开

KR1020120002276A 옹벽구조 및 그 시공방법과 이를 위한 확장공굴착장치 및 앙카장치 审中-实审
标题翻译：保护结构和建筑方法和扩展卸载单元，用于IT和锚固装置
公开(公告)号：KR1020120002276A
公开(公告)日：2012-01-05
申请号：KR1020100063076
申请日：2010-06-30
申请人： 김홍민 , 이윤중
发明人： 김홍민 , 이윤중
IPC分类号： E02D29/02 , E02B3/14 , E02D17/20 , E02D5/54
CPC分类号： E02D29/02 , E02B3/14 , E02D5/54 , E02D17/20 , E02D17/207 , E02D29/0233 , E02D29/025 , E02D29/0266
摘要： PURPOSE: A retaining-wall structure, a construction method thereof, a device for excavating an expanded hole for a retaining wall and an anchor device are provided to firmly construct a retaining wall, and ensure safety even if ground becomes weak after construction. CONSTITUTION: A construction method of a retaining-wall structure comprises a pre construction step, a middle construction step, and a post construction step. The pre construction step comprises a ground cutting process and a hole excavating process. The middle construction step comprises a borehole excavating process, an anchor-device installing process, and an anchor-device fixing process. At the excavating process, a plurality of expanded holes(31,32) are respectively formed on a borehole. At the anchor-device installing process, an anchor device(40) with a fixture(41) inserted into the borehole is inserted into the borehole.
摘要翻译：目的：提供一种挡土墙结构及其施工方法，用于挖掘用于挡土墙的膨胀孔的装置和锚固装置，以牢固地构造挡土墙，并且即使施工后地面变薄，也能确保安全性。构成：挡墙结构的施工方法包括预施工步骤，中间施工步骤和后施工步骤。预施工步骤包括地面切割工艺和孔挖掘工艺。中间施工步骤包括钻孔挖掘过程，锚装置安装过程和锚装置固定过程。在挖掘过程中，在钻孔上分别形成有多个扩孔（31,32）。在锚装置安装过程中，将具有插入钻孔中的固定装置（41）的锚装置（40）插入钻孔中。

58. 发明授权

KR101087891B1 패커 팽창으로 원지반 공벽에 정착되는 접이식 웨지를 다수장착한 고강도 경량 강관 쏘일네일 有权
标题翻译：高强度轻土钉具有多个文件夹楔形固定钻孔哪个膨胀式封隔器
公开(公告)号：KR101087891B1
公开(公告)日：2011-11-30
申请号：KR1020080136375
申请日：2008-12-30
申请人： (주) 신풍컨설턴트 , 한국건설기술연구원 , (주)평화엔지니어링
发明人： 권교근
IPC分类号： E02D5/80 , E02D5/54 , E02D5/46 , E02D5/48 , E02D5/74 , E02D5/28
摘要： 본 발명은 천공홀에 시공되는 강관 쏘일네일에 있어서, 천공홀에 삽입되는 지보재; 지보재의 일측을 감싸도록 구비된 아웃패커; 아웃패커 내부에 그라우트를 주입하기 위한 그라우팅 호스; 및 아웃패커의 하부 일측에 지보재와 연결되도록 구비된 웨지;를 포함하는 것을 특징으로 하는 패커 팽창 접이식 웨지 정착 강관 쏘일네일을 구현한바, 웨지의 정착부 구조가 간단하여 고장 발생률이 감소하고, 이로 인해 작동신뢰도가 향상되는 효과가 있다. 또한, 간단한 정착부의 구조로 인해 시공기간이 짧아지고, 이로 인해 시공비용을 절감할 수 있는 효과가 있다.
웨지, 쐐기형 날개, 패커, 강관, 쏘일네일

59. 发明授权

KR101087726B1 굴착시공용 강관 및 이를 이용한 원형 강관 수직구 공법 有权
标题翻译：一种用于方法构造的方法的最佳钢管套管和使用它的方法使用DIGGING
公开(公告)号：KR101087726B1
公开(公告)日：2011-11-30
申请号：KR1020110033266
申请日：2011-04-11
申请人： 선하 주식회사
发明人： 오경식
IPC分类号： E21B17/04 , E21B17/08 , E02D5/54 , E02D5/72
CPC分类号： E02D7/30 , E02D5/28 , E21B10/06
摘要： PURPOSE: A steel pipe for excavation and a method of forming a circular steel pipe tunnel using the same are provided to minimize noise and vibration in excavation and minimize an excavation period. CONSTITUTION: A steel pipe(1) for excavation comprises a leading end(10), and a rear end(20). The leading end has an excavation function. The rear end is formed on the opposite side of the leading end and is bonded to a new steel pipe. An excavation unit(11) with a plurality of bit blades are formed on the leading end to ease excavation. A first slope unit(201) with the angle of 25°is formed on the rear end so that the bonding to the new steel pipe can be easily made. The first slope unit is connected to a second slope unit with the angle of 25°formed on the leading end of the new steel pipe so that an included angle of a V shape has 130°.
摘要翻译：目的：提供一种用于挖掘的钢管和形成使用该钢管的圆钢管隧道的方法，以使挖掘中的噪声和振动最小化并挖掘周期最小化。构成：用于挖掘的钢管（1）包括前端（10）和后端（20）。前沿具有挖掘功能。后端形成在前端的相对侧，并且与新的钢管接合。在前端形成具有多个钻头刀片的挖掘单元（11），以便于挖掘。在后端形成角度为25°的第一斜坡单元（201），从而能够容易地形成与新钢管的接合。第一斜坡单元连接到形成在新钢管的前端上的角度为25°的第二倾斜单元，使得V形的夹角为130°。

60. 发明公开

KR1020110125779A 앵커 설치공법 失效
标题翻译：锚固装置的安装方法
公开(公告)号：KR1020110125779A
公开(公告)日：2011-11-22
申请号：KR1020100045330
申请日：2010-05-14
申请人： 박종태
发明人： 박종태
IPC分类号： E02D5/80 , E02D5/54 , E02D7/20 , E02D7/10
CPC分类号： E02D5/80 , E02D5/54 , E02D7/10 , E02D7/20
摘要： PURPOSE: An anchor mounting method is provided to reduce the cost due to the charge of a separate filler by fixing an anchor on the ground using a jack. CONSTITUTION: An anchor mounting method comprises the following steps. An anchor rod(20) is coupled with an anchor(10). The anchor comprises an insertion blade in one side, a press-fit device fastening groove in the other side and a clevis in deep part. A press-fit device(30) is coupled with a press-fit device insertion hole of the anchor in which the anchor rod is combined. The press-fit device is driven and the anchor is inserted about the surface to a designated angle according to the kind of the soil to a predetermined depth. The press-fit device inserted into the press-fit device insertion hole of the anchor is eliminated.
摘要翻译：目的：提供一种锚固安装方法，以通过使用千斤顶将锚固件固定在地面上，从而降低由于单独填充物的充电所带来的成本。构成：锚固安装方法包括以下步骤。锚杆（20）与锚固件（10）联接。锚固件包括一侧的插入刀片，另一侧的压入装置固定槽和深部的U形夹。压合装置（30）与锚固件的压入装置插入孔相结合，锚杆组合在其中。压配装置被驱动，并且锚固体根据土壤的种类以指定的角度插入指定的角度到预定的深度。插入到锚固件的压入装置插入孔中的压入装置被消除。

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