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41. 发明公开

KR1020140096872A 말뚝의 직렬 연결장치 无效
标题翻译：串联连接装置
公开(公告)号：KR1020140096872A
公开(公告)日：2014-08-06
申请号：KR1020130010015
申请日：2013-01-29
申请人： 김병철 , 장상옥 , 김기웅 , 김유라
发明人： 김병철 , 장상옥 , 김기웅 , 김유라
IPC分类号： E02D5/24 , E02D5/52 , E02D5/22 , E02D13/04 , E02D13/10 , E02D5/58 , E02D5/30
CPC分类号： E02D5/24 , E02D5/223 , E02D5/226 , E02D5/30 , E02D5/526 , E02D5/58 , E02D13/04 , E02D13/10 , E02D2220/00 , E02D2250/0046
摘要： The present invention relates to a serial connector for a pile. The serial connector for a pile can conveniently perform a process for coupling an upper pile and a lower pile only by fastening a bolt from the outside of a pile after temporarily fixing a fastening unit with a spacer and then coupling the upper and lower piles. The spacer is broken and collapses when the fastening unit is fastened by a bolt, so the upper and lower piles are coupled by the fastening unit. A catching groove formed in the fastening unit has a sloping side, so the fastening unit is installed to be engaged in a wedge manner, thereby rigidly connecting the upper and lower piles without a gap. A first guide member and a second guide member are surrounded by side plates, thereby stably supporting a load applied from the upper part and providing an installation space for the space and the fastening unit.
摘要翻译：本发明涉及一种用于桩的串联连接器。用于桩的串联连接器可以方便地执行用于连接上桩和下桩的过程，只有通过在将紧固单元与间隔件临时固定之后从桩的外部紧固螺栓，然后联接上桩和下桩。当紧固单元通过螺栓紧固时，间隔件破裂并塌陷，因此上下桩通过紧固单元联接。形成在紧固单元中的捕获槽具有倾斜侧，因此紧固单元被安装成楔形接合，从而刚性地连接上下桩而没有间隙。第一引导构件和第二引导构件被侧板包围，从而稳定地支撑从上部施加的载荷，并为空间和紧固单元提供安装空间。

42. 发明授权

KR101420654B1 인발지지력이 향상된 석션파일 有权
标题翻译：具有增强拉伸阻力的吸收文件
公开(公告)号：KR101420654B1
公开(公告)日：2014-07-21
申请号：KR1020120150103
申请日：2012-12-20
申请人： 재단법인 포항산업과학연구원
发明人： 이종구
IPC分类号： E02D27/52 , E02D5/24 , E02D5/44 , E02D5/62
摘要： 본 발명은 지반에 관입되고, 하부면은 개방되며, 상부면은 폐쇄되고 내부의 물을 배출하기 위한 배출구를 구비하는 본체부; 및 상기 본체부의 외주면 둘러싸는 형태로 구비되고, 상기 본체부가 지반에 관입된 상태에서, 유연막 내부에 주입되는 주입부재의 팽창력에 의해 관입된 지반을 가압하는 가압팽창부; 및, 상기 본체부의 외주면상의 가압팽창부 설치부의 하부에 구비되고, 석션파일을 지반에 관입시 상기 가압팽창부를 보호하는 보호부재;를 포함하고, 상기 본체부는 상기 본체부의 외주면에서 돌출 형성되는 본체체결부를 구비하고, 상기 가압팽창부는 상기 본체체결부에 결합되는 유연막체결부에 의해, 상기 본체부로부터 일정 간격 이격되어 설치되고, 상기 가압팽창부는, 상기 본체부의 둘레방향으로 복수의 상기 가압팽창부가 분할 형성되어 각각의 상기 가압팽창부에 개별적으로 주입부재가 주입되는 것을 특징으로 하는 인발지지력이 향상된 석션파일을 제공한다.
이와 같은 본 발명의 일 실시예에 따른 인발지지력이 향상된 석션파일은 관입된 후, 석션파일의 측면에서 관입된 지반에 추가적인 수평압력을 제공하여 지반과 석션파일의 마찰력을 증가시켜 인발지지력이 향상을 향상시킬 수 있는 효과가 있다.

43. 发明授权

KR101415867B1 건축물의 지하구조물 역공사 ＰＣ공법 有权
标题翻译：地下结构下向施工预应力混凝土结构施工方法
公开(公告)号：KR101415867B1
公开(公告)日：2014-07-09
申请号：KR1020130043965
申请日：2013-04-22
申请人： 주식회사 에이피씨개발
发明人： 홍종택
IPC分类号： E02D29/045 , E02D17/04 , E02D5/24 , E04C3/02
CPC分类号： E02D29/045 , E02D5/24 , E02D17/04 , E02D2220/00 , E02D2300/0034 , E04C3/02
摘要： The present invention relates to a PC construction method for downward construction for the underground structure of a building. The PC construction method comprises (a) an excavation step of building a sheathing wall in underground, vertically installing temporary beams in each underground around places where PC pillars are installed, and digging the inside of the sheathing wall as much as a predetermined depth; (b) a step of fixing temporary beam supporting members on the external side of each of the temporary beams to be level with the height of the ground, placing PC beams on the temporary bar supporting members such that a plurality of PC beams are held at the constant distance to form a first ground floor beam; (c) a step of connecting and fixing the lower parts of the PC pillars stood on the ground with the end part of each of the PC beams; (d) a step of digging the inner side of the sheathing wall about one floor deep, connecting and fixing the PC pillars of the basement floor with the lower side of each of the PC pillars installed on the ground to form first basement floor pillars; (e) a step of fixing temporary beam supporting members on the external side of each of the temporary beams to be level with the bottom surface of the first basement floor, placing PC beams on the temporary beam supporting members such that a plurality of PC beams are held at the constant distance to form a first basement floor beam and fix the end part of each of the PC beams to the lower part of the PC pillars on the basement floor; and (f) a step of repeating the step (d) and the step (e) to form a plurality of floors in underground, placing base bottom concrete on the bottom surface of the lowermost floor such that the lower parts of the PC pillars are buried to be fixed in the concrete, and removing the temporary beams and the temporary beam supporting members.
摘要翻译：本发明涉及一种用于建筑物地下结构的向下建筑的PC构造方法。 PC构造方法包括：（a）在地下建筑护墙的挖掘步骤，在安装PC柱的地方垂直安装各地下的临时梁，并将预定深度挖入护墙内; （b）将临时梁支撑部件固定在每个临时梁的外侧上以与地面高度一致的步骤，将PC梁放置在临时杆支撑构件上，使得多个PC梁保持在形成第一地板梁的恒定距离; （c）将PC柱的下部连接固定在每个PC梁的端部的地面上; （d）围绕一层深度挖掘护墙内侧的步骤，将地下室底板的PC支柱与安装在地面上的每个PC支柱的下侧连接并固定，形成第一地下室支柱; （e）将临时梁的外侧的临时梁支撑构件固定在与第一地下室底面平齐的步骤，将PC梁放置在临时梁支撑构件上，使多个PC梁被保持在恒定距离处以形成第一地下室地板梁并将每个PC梁的端部固定在地下室底部的PC支柱的下部; 和（f）重复步骤（d）和步骤（e）以在地下形成多个地板的步骤，将底部底部混凝土放置在最底层的底面上，使得PC支柱的下部为埋在固定在混凝土中，并且移除临时梁和临时梁支撑构件。

44. 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

45. 发明公开

KR1020130121622A 지지파일용 연결장치, 이를 구비한 지지파일 및 이를 이용한 지지파일 시공방법 无效
标题翻译：用于支撑桩的连接装置，支撑桩以及支撑桩的构造方法
公开(公告)号：KR1020130121622A
公开(公告)日：2013-11-06
申请号：KR1020120044990
申请日：2012-04-27
申请人： (주)아리터
发明人： 강상욱 , 유지훈
IPC分类号： E02D5/24 , E02D7/02 , E02D5/58 , E02D5/52 , E02D7/22
CPC分类号： E02D5/24 , E02D5/526 , E02D5/58 , E02D7/02 , E02D7/22 , E02D2600/20
摘要： The present invention relates to a connecting device which connects first and second supporting piles to each other in the longitudinal direction and a supporting pile having the same. A connecting device for a supporting pile according to the present invention comprises a plate body joined to the top or bottom of the first supporting pile; a guide supporting body on the plate body in the longitudinal direction of the first supporting pile to be joined to the second supporting pile with a groove part which surrounds and supports the inner and outer circumferences of the end of the second supporting pile to allow the end of the second supporting pile to be inserted into it; and one or more reinforcing bodies which reinforce and support the guide supporting body about the plate body. According to the present invention, the supporting pile is stably and accurately positioned by inserting the end of the second supporting pile into the groove part of the guide supporting body on the plate body which is fixed and joined to the first supporting pile and by stably supporting the inner and outer circumferences of the end in the inner circumference of the groove part; the guide supporting body is joined to the second supporting pile without welding through a plurality of fastening parts which separately passes through the fastening holes of the guide supporting body and the joint holes of the second supporting pile; fastening stability and shear bearing power about an inner filling part are improved by using a plurality of accepting protrusions which separately accepts the fastening parts from the inner circumference of the guide supporting body; and the connecting device is applied to various thicknesses of second supporting piles by using a fitting body which eliminates the differences between the second supporting piles in thickness and the width of the groove part.
摘要翻译：连接装置技术领域本发明涉及将长度方向的第一和第二支撑桩彼此连接的连接装置和具有该连接装置的支撑桩。根据本发明的用于支撑桩的连接装置包括连接到第一支撑桩的顶部或底部的板体; 在第一支撑桩的纵向方向上的板体上的导向支撑体与第二支撑桩接合，该槽部围绕并支撑第二支撑桩的端部的内周和外周，以允许端部的第二支撑桩插入其中; 以及一个或多个加强体，其加强并支撑导向支撑体围绕板体。根据本发明，通过将第二支撑桩的端部插入到固定并接合到第一支撑桩的板体上的导向支撑体的槽部中，并且通过稳定地支撑槽部内周的端部的内外周; 引导支撑体通过分别通过导向支撑体的紧固孔和第二支撑桩的接合孔的多个紧固部件而不焊接而接合到第二支撑桩; 通过使用从引导支撑体的内周分别容纳紧固部的多个接受突起来提高围绕内部填充部的紧固稳定性和剪切承载力; 并且通过使用消除第二支撑桩的厚度与槽部的宽度之间的差异的装配体来将连接装置施加到各种厚度的第二支撑桩。

46. 发明授权

KR101300499B1 콘크리트 말뚝 연장 체결장치 有权
标题翻译：连接混凝土桩的连接装置
公开(公告)号：KR101300499B1
公开(公告)日：2013-08-26
申请号：KR1020130003309
申请日：2013-01-11
申请人： 문종화
发明人： 문종화
IPC分类号： E02D5/24 , E02D5/52 , E02D7/02
CPC分类号： E02D5/24 , E02D5/526 , E02D7/02 , E02D2300/002
摘要： PURPOSE: A concrete device for extending a concrete pile is provided to be conveniently assembled through the connection between connection members by connecting the connection members corresponding to a first pile and a second pile. CONSTITUTION: A concrete device for extending a concrete pile comprises a first connection member (110), a second connection member (210), and a coupling member (310). The first connection member is connected to a first pile (130), and a screw is formed on the side. The second connection member is connected to a second pile (230), and a groove is formed on the second connection member. The screw and the groove are connected by the coupling member when the first connection member and the second connection member are connected.
摘要翻译：目的：提供一种用于延伸混凝土桩的混凝土装置，通过连接对应于第一桩和第二桩的连接构件，通过连接构件之间的连接方便地组装。构成：用于延伸混凝土桩的混凝土装置包括第一连接构件（110），第二连接构件（210）和联接构件（310）。第一连接构件连接到第一桩（130），并且在侧面上形成螺钉。第二连接构件连接到第二桩（230），并且在第二连接构件上形成槽。当第一连接构件和第二连接构件连接时，螺钉和凹槽通过联接构件连接。

47. 发明公开

KR1020130072960A 토목 섬유 충전체를 포함하는 차수벽 구조체 有权
标题翻译：包围地质填料体的水障壁结构
公开(公告)号：KR1020130072960A
公开(公告)日：2013-07-02
申请号：KR1020110140597
申请日：2011-12-22
申请人： 롯데건설 주식회사
发明人： 유현식 , 강호덕 , 양희정
IPC分类号： E02D5/06 , E02D5/14 , E02D5/08 , E02D5/24
CPC分类号： E02D5/06 , E02D5/08 , E02D5/14 , E02D5/24 , E02D2300/0009 , E02D2300/001 , E02D2300/002 , E02D2300/0021 , E02D2300/0085
摘要： PURPOSE: A cutoff wall structure including a civil fiber filler body is provided to completely prevent fluid matters such as seawater from flowing in or out through a connection steel pipe. CONSTITUTION: A cutoff wall structure including a civil fiber filler body comprises a main body pile and a connection structure. The connection structure is installed between the main body piles and connects the main body piles. The connection structure includes a connection steel pipe inserted by being engaged in a longitudinal direction with an opening unit. The connection steel pipe includes an inner filler body in which a filler (13) is packed or is cured in a civil fiber pack (20).
摘要翻译：目的：提供包括民用纤维填料体的截流壁结构，以完全防止诸如海水的流体物质通过连接钢管流入或流出。构成：包括民用纤维填料主体的截流壁结构包括主体桩和连接结构。连接结构安装在主体桩之间并连接主体桩。连接结构包括通过与开口单元沿长度方向接合而插入的连接钢管。连接钢管包括填充物（13）在民用纤维束（20）中被填充或固化的内部填料体。

48. 发明授权

KR101217488B1 기초파일 연장구조 有权
标题翻译：基础扩展结构
公开(公告)号：KR101217488B1
公开(公告)日：2013-01-02
申请号：KR1020120010107
申请日：2012-01-31
申请人： 한우코리아(주) , 박영수
发明人： 한성인
IPC分类号： E02D5/24 , E02D5/64 , E02D5/28 , E02D13/04 , E02D37/00 , E04G23/02 , E02D5/58 , E02D5/30 , E04G25/00 , E04G21/12
CPC分类号： E02D5/24 , E02D5/285 , E02D5/30 , E02D5/58 , E02D5/64 , E02D13/04 , E02D37/00 , E02D2250/0046 , E04G21/121 , E04G23/02 , E04G25/00
摘要： PURPOSE: An extension structure for a foundation pile is provided to extend a service life by restoring an existing subsiding structure through the reinforcement of a foundation pile. CONSTITUTION: An extension structure for a foundation pile comprises upper and lower foundation piles(1a,1b), upper and lower pile caps(2a,2b), a hydraulic jack, an extension pile(5), a pile guide socket(6), and a pile guide socket cover(7). The upper and lower foundation piles are separated from each other by cutting a portion of a pile where the hydraulic jack is installed. The upper and lower pile caps have screw insertion grooves. The hydraulic jack is installed in the cut portions of the upper and lower foundation piles. The extension pile is inserted into the space formed between the hydraulic jack and the lower foundation pile. The pile guide socket surrounds from a contact portion with the hydraulic jack of the upper pile cap to a specific portion of the extension pile. The pile guide socket cover is inserted into the cut portion of the pile guide socket to protect the extension pile.
摘要翻译：目的：提供一种基础桩的延伸结构，以通过加固基础桩来恢复现有的沉降结构来延长使用寿命。构成：基础桩的延伸结构包括上下基础桩（1a，1b），上下桩帽（2a，2b），液压千斤顶，延伸桩（5），桩导套（6），和一个打桩导向插座盖（7）。通过切割安装液压千斤顶的桩的一部分，上下基础桩彼此分离。上，下桩帽有螺纹插槽。液压千斤顶安装在上，下基础桩的切割部分。延伸桩插入在液压千斤顶和下基础桩之间形成的空间中。桩导向插座从与上桩帽的液压千斤顶的接触部分包围到延伸桩的特定部分。该桩导向插座盖被插入到桩导向插座的切割部分中以保护延伸桩。

49. 发明授权

KR101207092B1 콘크리트 파일의 이음장치 有权
标题翻译：具体文件加入
公开(公告)号：KR101207092B1
公开(公告)日：2012-11-30
申请号：KR1020110004809
申请日：2011-01-18
申请人： (주)포유피앤비 , (주)휴먼텍코리아 , (주)휴먼텍코리아엔지니어링건축사사무소
发明人： 정인배
IPC分类号： E02D5/24 , E02D5/52 , F16B35/00 , F16B37/00 , E02D7/02
摘要： 본 발명은 이음장치의 외주면을 감싸며 고정되는 외부링의 구조를 개선하여 작업시간을 단축함은 물론 밀폐성을 확보할 수 있고, 특히 항타시 발생되는 충격을 효율적으로 분산하여 내충격성이 높음과 동시에 제조가 쉬워 생산성이 증대되고, 운반 및 보관이 용이하도록 상부 콘크리트 파일(1)의 선단과 하부 콘크리트 파일(2)의 상단을 볼트체결에 의해 연결하도록 된 콘크리트 파일의 이음장치에 있어서, 상기한 상부 콘크리트 파일(1)의 선단과 고정볼트(3)로 체결되는 체결공(4)을 가지는 상부판(5)과, 상기 하부 콘크리트 파일(2)의 상단과 고정볼트(3)로 체결되는 체결공(4)을 가지는 하부판(6)과, 상기 상부판(5)과 하부판(6)을 수직상으로 연결하는 수직판(7)을 포함하는 2개 이상의 연결블럭(8)으로 이루어진 콘크리트 파일의 이음장치를 제공한다.
摘要翻译：本发明通过改善包围接头装置的外周面的外圈的结构来提高作业时间，确保气密性，特别是能够有效地分散捕捉时产生的冲击，并且上混凝土桩（1）的顶端和下混凝土桩（2）的上端通过螺栓紧固而彼此连接，使得上混凝土顶板5具有紧固孔4，该紧固孔4通过紧固螺栓3固定在桩1的顶端，紧固螺栓3通过紧固螺栓3紧固到下混凝土桩2的上端垂直连接上板（5）和下板（6）的垂直板（7），其中上板（5）等等。

50. 发明公开

KR1020120129079A 연결부를 구비한 피에이치씨 파일 조립체와 전단보강 복합파일 및 선단 확장 파일 无效
标题翻译：具有连接部件的PHC组件组件，执行复合材料板和垂直HEM膨胀板
公开(公告)号：KR1020120129079A
公开(公告)日：2012-11-28
申请号：KR1020110047125
申请日：2011-05-19
申请人： 주식회사 포유엔지니어링 , 최영덕
发明人： 최영덕
IPC分类号： E02D5/52 , E02D5/58 , E04B2/84 , E02D5/24
CPC分类号： E02D5/526 , E02D5/24 , E02D5/58 , E02D2600/20 , E04B2/845
摘要： PURPOSE: A PHC pile assembly with a connection part, a shear-strength reinforced composite pile, and a tip expansion pile are provided to connect PHC pile assemblies with a simple structure, thereby reducing the time for connection. CONSTITUTION: A PHC pile assembly comprises a PHC pile(100) and a connection part. The PHC pile has a through hole(110) extended along the height thereof and is embedded with a plurality of steel wires(120) arranged at regular intervals in the circumferential direction. The connection part is coupled to an end of the PHC pile to connect the PHC pile with another PHC pile. The connection part comprises a connecting member(210) having a larger diameter than the PHC pile and a coupling unit(220) which is coupled by passing through the connecting member to connect adjacent connecting members.
摘要翻译：目的：提供具有连接部分，剪切强度复合桩和尖端膨胀桩的PHC桩组件，以简单的结构连接PHC桩组件，从而减少连接时间。构成：PHC桩组件包括PHC桩（100）和连接部件。 PHC桩具有沿其高度延伸的通孔（110），并且嵌入有沿圆周方向以规则间隔布置的多根钢丝（120）。连接部分连接到PHC桩的一端，以将PHC桩与另一个PHC桩连接起来。连接部分包括具有比PHC绒头大的直径的连接件（210）和耦合单元（220），该联接单元通过连接件连接以连接相邻的连接件。

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