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31. 发明公开

KR1020140002416A 말뚝 有权
标题翻译：赌注
公开(公告)号：KR1020140002416A
公开(公告)日：2014-01-08
申请号：KR1020120071359
申请日：2012-06-29
申请人： (주)창신아그멕
发明人： 박재우
IPC分类号： E02D5/54 , E02D5/80
CPC分类号： E02D5/54 , E02D5/803 , E02D2200/15 , E02D2200/165 , E02D2600/30
摘要： The present invention relates to a pile and, more specifically, to a pile capable of being securely maintained to be inserted into the ground. According to the present invention, the pile includes: a pile body which is hollow and has an opening upper end; a pile support that has a rotating protrusion which has one end hinged and coupled to the side surface of the pile body and the other end extending upward or downward along the outer circumferential surface of the pile body and protrudes from the one end to the inside of the pile body; and a pile head which has a lower end part coupled in the pile body to be vertically movable and rotates the other end of the pile support to the side by pressing the rotating protrusion of the pile support with an operation of moving downward. The pile of the present invention can be securely inserted into and fixated to the ground.
摘要翻译：本发明涉及一种桩，更具体地说，涉及一种能牢固地保持插入地面的桩。根据本发明，桩包括：中空的具有开口上端的桩体; 具有旋转凸起的桩支撑件，其一端铰接并联接到桩体的侧表面，另一端沿着桩体的外周表面向上或向下延伸，并从桩的一端向内延伸桩体; 以及桩头，其具有联接在所述桩体中的下端部，以便能够垂直移动，并且通过以向下移动的操作按压所述桩支撑件的旋转突起而使所述桩支撑件的另一端向一侧旋转。本发明的桩可以牢固地插入并固定在地面上。

32. 发明授权

KR101346635B1 ＰＣ강연선을 이용한 지반보강장치 및 지반보강공법 有权
标题翻译：使用PC双绞线加强接地的装置和方法
公开(公告)号：KR101346635B1
公开(公告)日：2014-01-02
申请号：KR1020110064398
申请日：2011-06-30
申请人： 나현주
发明人： 나현주
IPC分类号： E02D17/20 , E02D5/80 , E02D3/12 , E02D3/08 , E02D5/54 , E02D5/58
摘要： 본 발명은 PC강연선을 이용한 지반보강장치에 관한 것으로, 탄성과 유연성이 우수한 PC 강연선을 이용하여 가볍고 작업이 용이한 것은 물론 PC 강연선의 재료상의 특성 및 탄성력을 이용한 정착기술을 통해 지반 처짐이나 붕괴에 대한 위험을 줄여 지반보강 효율을 향상시켜 주고, 천공홀의 직경이 커 다수의 PC강연선을 설치해야 할 경우 간격유지수단을 이용하여 천공홀의 직경에 맞게 다수의 PC강연선의 간격을 일정하게 유지하면서 일체로 연결한 후 설치함으로써 천공홀 내에서 PC강연선이 일방향으로 치우치지 않으면서 충전재와 일체화 되어 지반 보강 효율이 향상될 수 있도록 하는 PC강연선을 이용한 지반보강장치를 제공함에 있다.
상기 목적 달성을 위한 본 발명은 적어도 하나 이상의 벌브를 형성하는 2개의 PC강연선; 상기 PC강연선들의 일단에 고정되어 탄성 스프링에 의해 활개하는 적어도 하나 이상의 확경 날개를 구비하는 확경 정착체; 상기 PC강연선들의 타단이 관통하도록 설치되어 천공홀 입구 주변지반을 고정하기 위한 지압판; 및 상기 PC강연선들이 인장된 상태에서 상기 지압판과 상기 PC강연선을 체결하여 고정하는 체결장치; 상기 2개의 PC강연선이 놓여지고 양단에 볼트홀이 형성된 받침판과, 상기 받침판의 상부에 놓여져 상기 2개의 강연선이 일정간격으로 이격되도록 하고 양단에 상기 볼트홀에 대응되는 볼트홀이 형성된 간격유지판과, 상기 받침판과 간격유지판의 볼트홀을 통해 체결되어 2개의 PC강연선이 받침판과 간격유지판 사이에서 고정될 수 있도록 하는 U볼트 및 너트로 구성되는 간격유지수단;을 포함하여 구성된 것을 그 기술적 요지로 한다.

33. 发明授权

KR101331219B1 선단지지력이 보강된 마이크로 파일 有权
标题翻译：使用增强端轴承能力构造微型桩的方法
公开(公告)号：KR101331219B1
公开(公告)日：2013-11-20
申请号：KR1020130033077
申请日：2013-03-27
申请人： (주)학영엔지니어링
发明人： 김학진 , 강영호
IPC分类号： E02D5/80 , E02D3/12 , E02D5/24 , E02D5/54 , E02D5/62 , E02D27/12
CPC分类号： E02D5/808 , E02D3/12 , E02D5/24 , E02D5/54 , E02D5/62 , E02D27/12
摘要： The present invention relates to a micro-pile with reinforced front end bearing capacity to firmly reinforce an anchoring area using small number of piles without enlarging the piles by increasing the anchoring force of a pile body. A micro-pile with reinforced front end bearing capacity according to the present invention comprises a pile body (10) to be anchored into an underground pile hole through insertion and grouting processes; and a front end reinforcing unit connected to the front end of the pile body. The front end reinforcing unit is shaped into a ring of which cross sectional area is greater than the cross sectional area of the pile body. The central hole of the front end reinforcing unit is penetrated with the pile body. The front end reinforcing unit comprises two or more front end reinforcing blocks (21, 22, 23) separately fixed to the pile body at predetermined gaps from each other; and a plurality of front end reinforcing rods (24) shaped into a rod with an uneven outer circumference to be arranged at predetermined gap from each other in the circumferential direction, set up between the front end reinforcing blocks in the vertical direction, and separately fixed to the front end reinforcing blocks with the top and bottom. The front end reinforcing unit is filled with a grout material. [Reference numerals] (AA) Earth and sand layer;(BB) Bedrock layer
摘要翻译：本发明涉及一种具有增强的前端承载能力的微桩，其能够通过增加桩体的锚固力而使用少量的桩牢固地加固锚固区域而不扩大桩。根据本发明的具有增强的前端承载能力的微桩包括通过插入和灌浆工艺锚固到地下桩孔中的桩体（10）; 以及与桩体的前端连接的前端加强单元。前端加强单元成形为横截面积大于桩体横截面面积的环。前端加强单元的中心孔穿过桩体。前端加强单元包括两个或更多个前端加强块（21,22,23），它们以预定的间隙彼此分开固定到桩身上; 以及形成为具有不平坦的外周的棒的多个前端加强棒（24），其在圆周方向上以预定间隔彼此布置，在竖直方向上设置在前端加强块之间，并且分别固定到顶部和底部的前端加强块。前端加强单元填充有浆料。（附图标记）（AA）砂土层;（BB）基岩层

34. 发明公开

KR1020130095107A 천공 확대부 유지장치와 그 유지방법 无效
标题翻译：用于维护膨胀的地下钻孔及其特性的装置
公开(公告)号：KR1020130095107A
公开(公告)日：2013-08-27
申请号：KR1020120016555
申请日：2012-02-17
申请人： (주)삼일이엔씨
发明人： 임성대 , 최동규
IPC分类号： E02D5/54 , G05G7/08
CPC分类号： E02D5/54 , E02D2200/146 , E02D2200/15 , G05G7/08 , Y10S411/961
摘要： PURPOSE: A hole-enlarged portion maintaining device and a maintaining method are provided to prevent an expanding wall additionally collapsing and being enlarged, thereby obtaining the area for supporting a front end portion with reliability. CONSTITUTION: A hole-enlarged portion maintaining device includes an upper ground supporting body (2) composed of a pipe-shaped main body (3) and a supporting unit. The supporting unit is equipped on the circumference of the pipe-shaped main body as a supporting frame or a spreadable blade (4). The upper ground supporting body includes an inserting posture maintaining unit and a supporting posture maintaining unit. The inserting posture maintaining unit includes a ring-shaped fastening member, and a ring-shaped fastening member includes a fastening release key (22a).
摘要翻译：目的：提供一种扩孔部保持装置和保持方法，以防止膨胀壁附加地塌缩并扩大，从而获得可靠性地支撑前端部的区域。构成：孔扩大部维持装置包括由管状主体（3）和支撑单元构成的上部地面支撑体（2）。支撑单元配置在管状主体的圆周上作为支撑框架或可展开的叶片（4）。上地面支撑体包括插入姿势维持单元和支撑姿势维持单元。插入姿势维持单元包括环形紧固构件，并且环形紧固构件包括紧固释放键（22a）。

35. 发明公开

KR1020130079915A 건설 기초공사용 파일 시공 구조체 失效
标题翻译：桩施工结构
公开(公告)号：KR1020130079915A
公开(公告)日：2013-07-11
申请号：KR1020120000681
申请日：2012-01-03
申请人： 주식회사 장평건설 , 나병관
发明人： 윤용수 , 나병관
IPC分类号： E02D5/72 , E02D5/54 , E02D5/80 , E02D7/02
CPC分类号： E02D5/72 , E02D5/54 , E02D5/803 , E02D7/02 , E02D2600/30
摘要： PURPOSE: A pile construction structure for constructing the foundations is provided to be accurately constructed on a center part and improve the bearing power of the front end using a protrusion part, a fixing rib, and a protrusion rib. CONSTITUTION: A pile construction structure for constructing the foundations comprises a pile main body, a bearing plate (100), a rotating unit (200), and a connection plate (300). A metal plate is installed on the front end part of the pile main body. The top of the bearing plate is welded to the metal plate. The bearing plate is transformed by the front end part while driving piles. The bottom end of the bearing plate is integrated with the rotating unit. One end part of the rotating unit adheres to the inner circumference of a pile hole. The connection plate is rotatably connected to the other end part of the rotating unit. The bottom of the connection plate is formed with a wedge-shaped protrusion part (310).
摘要翻译：目的：提供一种用于构造地基的桩施工结构，以在中心部分上精确地构造，并且使用突出部，固定肋和突肋来提高前端的承载力。构成：用于构造基座的桩结构包括桩主体，支承板（100），旋转单元（200）和连接板（300）。金属板安装在桩主体的前端部分上。承载板的顶部焊接到金属板。轴承板在驱动桩时由前端部变形。轴承板的底端与旋转单元集成。旋转单元的一端部附着在桩孔的内周。连接板可旋转地连接到旋转单元的另一端部。连接板的底部形成有楔形突起部（310）。

36. 发明公开

KR1020130061977A 지반보강장치 有权
标题翻译：用于加固地面的装置
公开(公告)号：KR1020130061977A
公开(公告)日：2013-06-12
申请号：KR1020110128326
申请日：2011-12-02
申请人： 서호택
发明人： 서호택
IPC分类号： E02D3/08 , E02D17/20 , E02D5/54 , E02D5/80
CPC分类号： E02D3/08 , E02D5/54 , E02D5/80 , E02D17/20 , E02D2200/146 , E02D2300/0034
摘要： PURPOSE: A device for reinforcing the ground is provided to maximize ground reinforcement effects by expanding to be firmly fixed to the inner wall of a borehole after insertion and sufficiently applying tension. CONSTITUTION: A device(10) for reinforcing the ground comprises a head guide part, a mounting wing part(200), and a joint part(300). The head guide part is formed into a predetermined length and comprises joint holes at a regular gap. The mounting wing part is joined to the joint hole of the head guide part. The mounting wing part is symmetrically spread on the joint hole through the elasticity of an elastic spring. The joint part is joined to one end of the head guide part, a PC concrete strand(400), and a rebar.
摘要翻译：目的：提供一种用于加强地面的装置，以便通过扩张将地面增强效果最大化，以便在插入后牢固地固定在钻孔的内壁上并充分施加张力。构成：用于加强地面的装置（10）包括头部引导部分，安装翼部分（200）和接合部分（300）。头部引导部分形成预定长度并且包括在规则间隙处的接合孔。安装翼部与头部引导部的接合孔接合。安装翼部分通过弹性弹簧的弹性对称地分布在接头孔上。接头部分连接到头部引导部分的一端，PC混凝土绞线（400）和钢筋。

37. 发明授权

KR101248162B1 파일의 지지력 증가장치 및 그 시공방법 有权
标题翻译：保持功率增加装置及其构造方法
公开(公告)号：KR101248162B1
公开(公告)日：2013-03-27
申请号：KR1020110106806
申请日：2011-10-19
申请人： 한국해양과학기술원
发明人： 심재설 , 김선정 , 전인식 , 박광순 , 김진아
IPC分类号： E02D5/54 , E02D9/02 , E02D7/18
摘要： 파일의 지지력 증가장치가 개시된다. 본 발명의 파일의 지지력 증가장치는, 지반에 관입되는 구조물 지지용 파일의 지지력을 증가시키기 위한 장치로서, 상기 파일에 일단이 축 결합되어 회동가능하도록 일단 양측에 한 쌍의 결합부가 형성되고, 상기 결합부로부터 폭방향 또는 길이 방향으로 지지부가 연장 형성되어, 상기 축을 중심으로 상향 측방으로 펼쳐지거나, 하향 측방으로 펼쳐지는 적어도 하나 이상의 날개부재를 포함하고, 상기 파일이 지반에 관입된 상태에서 상기 날개부재가 상향 측방으로 펼쳐지거나, 하향 측방으로 펼쳐져 주변 지반과의 마찰력 증가로 상기 파일에 가해지는 외력에 저항하도록 된 것을 특징으로 한다. 본 발명에 의하면, 다양한 구조물을 지지하기 위한 파일에 날개부재가 상향 측방으로 펼쳐지거나 하향 측방으로 펼쳐지도록 구비됨으로써 파일에 작용하는 인발 저항력이나 연직방향 지지력, 횡방향 지지력과 같은 지지력을 증가시킬 수 있게 된다. 을 제공할 수 있게 된다.

38. 发明授权

KR101236765B1 말뚝이나 인장부재의 지지력 확대를 위해 천공확장부에 접합채움재를 타설하는 방법 및 그 장치 失效
标题翻译：将粘合剂填充到膨胀的钻孔中以增加桩和其构件的承载能力的方法及其装置
公开(公告)号：KR101236765B1
公开(公告)日：2013-02-25
申请号：KR1020110135329
申请日：2011-12-15
申请人： (주)삼일이엔씨
发明人： 임성대
IPC分类号： E02D5/54 , E02D5/62
CPC分类号： E02D5/54
摘要： PURPOSE: A method for placing an adhesive filler into a drill hole expansion part for enhancing the bearing capacity of a pile or a tensile member, and an apparatus thereof are provided to adaptively place the adhesive filler into an expanded part depending on the conditions of a worksite when an extension supporting part is constructed on the front end of the pile or the tensile member into a predetermined size. CONSTITUTION: A method for placing an adhesive filler into a drill hole expansion part for enhancing the bearing capacity of a pile or a tensile member is as follows: A balloon(26) including an adhesive filler(12) to be hardened is mounted on the front end bottom of the pile or the tensile member. After the pile or the tensile member is lowered on the bottom of an expanded part(22) of a drill hole(4), the pile or the tensile member is pressed so that the balloon on the bottom is vertically pressed, and is radially expanded to the periphery of the expanded part. The adhesive filler inside the expanded balloon fills the expanded part of which the size is maintained. [Reference numerals] (AA) A-A cross section; (BB) B-B cross section
摘要翻译：目的：提供一种将粘合剂填料放入钻孔扩展部分以增强桩或拉伸构件的承载力的方法及其装置，以根据a的条件将粘合剂填料自适应地放置在膨胀部分中当延伸支撑部分被构造在桩或拉伸构件的前端上成为预定尺寸时的工地。构成：将粘合剂填料放置在钻孔扩展部分中以提高桩或拉伸构件的承载能力的方法如下：将包括待硬化的粘合剂填料（12）的气囊（26）安装在桩的前端底部或拉伸构件。在桩或拉伸构件在钻孔（4）的扩大部分（22）的底部下降之后，压制桩或拉伸构件，使得底部的气球被垂直按压并且径向膨胀到扩展部分的周边。膨胀气囊内的粘合剂填充物保持其尺寸的膨胀部分。（附图标记）（AA）A-A截面; （BB）B-B截面

39. 发明公开

KR1020130015032A 강관파일의 부력방지장치 및 시공방법 无效
标题翻译：钢管桩及其构造方法的保护装置
公开(公告)号：KR1020130015032A
公开(公告)日：2013-02-13
申请号：KR1020110076807
申请日：2011-08-02
申请人： 한남기초(주)
发明人： 박천호
IPC分类号： E02D5/72 , E02D5/54 , E02D5/28 , E02D31/12 , E02D5/62 , E02D3/12 , E02D7/02 , E02D17/02 , E02D5/38
CPC分类号： E02D5/72 , E02D3/12 , E02D5/285 , E02D5/38 , E02D5/54 , E02D5/62 , E02D7/02 , E02D17/02 , E02D31/12 , E02D2250/003 , E02D2600/30
摘要： PURPOSE: A buoyancy preventing apparatus for a steel pipe pile and a construction method thereof are provided to prevent an excavation hole, into which the steel pipe pile inserted and concrete mortar is settled, from overflowing with the concrete mortar, thereby reducing work processes. CONSTITUTION: A buoyancy preventing apparatus(1) for a steel pipe pile includes a lower disk(3), assembling bolts(5), an upper disk(2). The lower disk is equipped with an inflow hole(6) in which concrete mortar flows, assembling holes(7) with which the assembling bolts are fastened, and plural ribs(8) which support the lower periphery of the steel pipe pile. The assembling bolts vertically inserted into the assembling holes(7) are inserted inside the steel pipe pile. Scales are longitudinally formed at the assembling bolts at regular distances. The upper disk inserted inside the steel pipe pile is equipped with the assembling holes into which the upper ends of the assembling bolts are inserted.
摘要翻译：目的：提供一种用于钢管桩的浮力防止装置及其施工方法，以防止钢管桩和混凝土砂浆沉降的挖掘孔与混凝土砂浆溢出，从而减少工作过程。构成：用于钢管桩的浮力防止装置（1）包括下盘（3），组装螺栓（5），上盘（2）。下盘装有混凝土砂浆流入的流入孔（6），组装螺栓紧固的组装孔（7）和支撑钢管桩下边缘的多个肋（8）。垂直插入组装孔（7）中的组装螺栓插入钢管桩内。尺寸在组装螺栓上以规则的距离纵向成形。插入钢管桩内的上盘装配有插入组装螺栓的上端的组装孔。

40. 发明公开

KR1020130014738A 농업 및 원예 혹은 각종 구역 지정 및 표시를 위한 땅 속에서 지지가 되는 막대기 无效
标题翻译：一个可以插入到农业，园艺，指定部门或指示SOMETHING的贴纸
公开(公告)号：KR1020130014738A
公开(公告)日：2013-02-12
申请号：KR1020110076376
申请日：2011-08-01
申请人： 현태섭
发明人： 현태섭
IPC分类号： A01G9/12 , A01G17/14 , E02D5/54 , E04H17/20
摘要： PURPOSE: A rod for agriculture and gardening or area assignments and display is provided to endure the bad weather or other factors caused by nature. CONSTITUTION: A rod for agriculture and gardening or area assignments and display comprises the following steps. A pipe tube(10) is a cylinder shaped pillar with an empty interior which includes a shaft(20) and a power transmission rod(30). A reverse root screw(60) is fixed on the ground to make a place in the root part(40). Multiple dug parts(61) are comprised in the side of the pillar with a fixed interval for users to grab and turn the reverse root screw conveniently. A nut shaft(50) has the same diameter as the bolt screw thread of the reverse root screw for the reverse root screw to be turned and the power delivered to the power transmission rod. The pipe tube has a connector bruise(11) in the lower end of the groove to fix the root part. A root part receiving groove(12) is dug integrally, and has a width fitting the thickness of the root part based on the connector bruise of the pipe tube. A root part receiving protruded part(42) is fixable in the center of a receiving protruded part(41).
摘要翻译：目的：提供农业，园艺或区域作业和展示杆，以忍受恶劣天气或其他由自然造成的因素。构成：用于农业和园艺或区域分配和展示的杆包括以下步骤。管道（10）是具有空的内部的圆柱形支柱，其包括轴（20）和动力传递杆（30）。反向根螺钉（60）固定在地面上以在根部（40）中形成一个位置。多个挖掘部件（61）以固定的间隔包含在支柱的侧面，用户可以方便地抓紧并转动反向根部螺丝。螺母轴（50）的直径与反向根螺杆的螺栓螺纹的直径相反，反向螺丝的转动和动力传递到动力传动杆。管道在槽的下端具有连接器瘀点（11），以固定根部。根部接收槽（12）一体地被挖出，并且具有基于管道的连接器瘀伤使根部的厚度适合的宽度。接收突出部分（42）的根部部分可固定在接收突出部分（41）的中心。

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