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1. 发明授权

KR100970236B1 자화식 주교장치 有权
标题翻译： MAGNETIZATION TYPE GROUTING APPARATUS
公开(公告)号：KR100970236B1
公开(公告)日：2010-07-16
申请号：KR1020100007346
申请日：2010-01-27
申请人： 극동엔지니어링(주) , 주식회사 케이지엔지니어링종합건축사사무소 , 주식회사 청아건설
发明人： 박근태 , 곽창진 , 최재희 , 신창섭
IPC分类号： E02D3/12 , E02D27/28 , E05B47/00
CPC分类号： E02D3/12 , E02D27/28 , E02D2300/0018 , E05B47/0038
摘要： PURPOSE: A magnetizing type floating bridge apparatus is provided to reduce maintenance costs and improve the durability of the entire apparatus. CONSTITUTION: A magnetizing type floating bridge apparatus comprises a mixer(10), a stirrer(20), an injection device(39), a magnetization pipe(40a), and a permanent magnet(41b). The mixer mixes particulate material and combined water to constitute injection solution. The stirrer is connected to the mixer and continuously stirs the injection solution. The injection device is connected to the stirrer and transfers the injection solution to a rod(30). The magnetization pipe is installed on the pipe or the rod.
摘要翻译：目的：提供一种磁化式浮桥装置，以减少维护成本，提高整个装置的耐久性。构成：磁化式浮桥装置包括混合器（10），搅拌器（20），注射装置（39），磁化管（40a）和永磁体（41b）。混合器将颗粒材料和组合水混合以构成注射溶液。将搅拌器连接到混合器并连续搅拌注射溶液。注射装置连接到搅拌器并将注射溶液转移到杆（30）。磁化管安装在管道或杆上。

2. 发明授权

KR100958751B1 가변 착지식 지압판 有权
标题翻译：可变接点式土地压块
公开(公告)号：KR100958751B1
公开(公告)日：2010-05-19
申请号：KR1020100026591
申请日：2010-03-25
申请人： 극동엔지니어링(주) , 주식회사 청아건설
发明人： 신창섭 , 박근태 , 곽창진
IPC分类号： E02D17/20 , E01F7/04
CPC分类号： E02D17/205 , E01F7/04 , E02D2200/13 , E02D2200/15 , E02D2200/1664
摘要： PURPOSE: A variable landing anchor plate is provided to implement strong and tight landing in spite of uneven profile of ground by regulating the angle between the central block and the landing plate. CONSTITUTION: A variable landing anchor plate comprises a central block(20), a plurality of landing plates(10), and a pressure frame(30). The central block has an anchor hole(21) passing through the central part in which the head of an anchor is fixed. The landing plates are radially connected to the central block. The pressure frame includes side plates to which a climbing bar is fixed to press a projecting plate incline and a landing plate incline.
摘要翻译：目的：通过调节中央块和着陆板之间的角度，提供了一个可变着陆锚板，以实现强而紧的着陆，尽管地面不均匀。构成：可变着陆锚板包括中央块（20），多个着陆板（10）和压力框架（30）。中心块具有通过锚固件的头部固定的中心部分的锚定孔（21）。着陆板径向连接到中央块。压力框架包括固定有爬梯杆的侧板，以按压突出的板倾斜和着陆板倾斜。

3. 发明授权

KR100922836B1 섬유보강 피씨 침목 有权
标题翻译：纤维增强预应力混凝土轨枕
公开(公告)号：KR100922836B1
公开(公告)日：2009-10-20
申请号：KR1020070133797
申请日：2007-12-18
申请人： 극동엔지니어링(주)
发明人： 박성수 , 박근태 , 김성곤 , 윤영수 , 오순택 , 박종면
IPC分类号： E01B3/44 , E01B3/00
摘要： 본 발명은 반복적인 충격하중에 의한 취성파괴를 방지하면서 완충성능이 향상된 PC 침목에 관한 것으로, 섬유보강 PC로 구성되는 몸체와, 레일이 부설될 위치의 상기 몸체 상면에 삽입 설치되는 상부 하니콤 코어와, 상기 몸체 하면의 전체면에 삽입 설치되는 하부 하니콤 코어와, 상기 몸체에 매입되어 레일과 몸체를 일체로 고정시키는 체결볼트가 삽입 결합되는 매입전과, 상기 매입전의 외주면에 결합되어 매입전에 전달되는 횡하중과 인발력을 보강함과 동시에 매입전과 콘크리트의 부착력을 증대시키는 코일스프링을 포함하는 것을 특징으로 한다.
침목, PC 침목, 섬유보강, 강섬유, 하니컴 코어

4. 发明公开

KR1020090066165A 섬유보강 피씨 침목 有权
标题翻译：纤维增强预应力混凝土垫圈
公开(公告)号：KR1020090066165A
公开(公告)日：2009-06-23
申请号：KR1020070133797
申请日：2007-12-18
申请人： 극동엔지니어링(주)
发明人： 박성수 , 박근태 , 김성곤 , 윤영수 , 오순택 , 박종면
IPC分类号： E01B3/44 , E01B3/00
CPC分类号： E01B3/44 , E01B3/34 , E01B19/003
摘要： A fiber reinforced prestressed concrete sleeper is provided to improve adhesive force of concrete by combining a coil spring in the outer circumference of a burying unit. A fiber reinforced prestressed concrete sleeper is composed of a body(10) made of fiber reinforced prestressed concrete, an upper honeycomb core(22) inserted in the upper part of the body, a lower honeycomb core(24) inserted in the lower part of the body, a burying unit(30) buried in the body, and a coil spring combined in the outer circumference of the burying unit. The upper honeycomb core is inserted in the position in which a rail is installed, and a combining bolt is inserted into the burying unit.
摘要翻译：提供一种纤维增强预应力混凝土轨枕，用于通过在埋设单元的外圆周组合螺旋弹簧来改善混凝土的粘合力。纤维增强预应力混凝土轨枕由纤维增强预应力混凝土制成的本体（10），插入主体上部的上部蜂巢芯（22），下部蜂窝芯（24）身体，埋在身体中的埋藏单元（30）和组合在埋藏单元的外周的螺旋弹簧。将上部蜂巢芯插入到安装导轨的位置，并将合并螺栓插入埋设单元中。

5. 发明授权

KR100959342B1 지중 추진관용 매입식 분사 노즐 有权
标题翻译：用于地下推进管的内置喷嘴
公开(公告)号：KR100959342B1
公开(公告)日：2010-05-20
申请号：KR1020100012011
申请日：2010-02-09
申请人： 극동엔지니어링(주)
发明人： 박근태 , 곽창진 , 신창섭
IPC分类号： E21D9/06
摘要： PURPOSE: A built-in injection nozzle for an underground propulsion pipe is provided to reduce the propulsion resistance during the construction of a propulsion pipe and to prevent damage to the nozzle and the related devices. CONSTITUTION: A built-in injection nozzle for an underground propulsion pipe comprises a reciprocating nozzle(20), an upper housing(30), a spring(40), a support pipe(50) and a lower housing(60). The reciprocating nozzle has spout holes(22) on the perimeter. The upper housing accommodates the reciprocating nozzle. When a filler(12) is forced to be provided, the reciprocating nozzle is partly exposed so that the filler is spouted to the surrounding ground. When the pressure to the filler is removed, the reciprocating nozzle is returned into the upper housing by the elastic force of the spring.
摘要翻译：目的：提供用于地下推进管道的内置注射喷嘴，以在推进管道施工期间减少推进阻力，并防止损坏喷嘴及相关设备。构成：用于地下推进管的内置注射喷嘴包括往复喷嘴（20），上壳体（30），弹簧（40），支撑管（50）和下壳体（60）。往复式喷嘴在周边具有出口孔（22）。上壳体容纳往复式喷嘴。当迫使填料（12）被提供时，往复式喷嘴部分露出，使得填料喷射到周围地面。当去除填料的压力时，往复喷嘴通过弹簧的弹力返回上部壳体。

6. 发明公开

KR1020080074453A 노후관 교체를 위한 강관의 압입장치 无效
标题翻译：用于更换旧管的钢管压力装置和使用它的压力方法
公开(公告)号：KR1020080074453A
公开(公告)日：2008-08-13
申请号：KR1020070013609
申请日：2007-02-09
申请人： 극동엔지니어링(주)
发明人： 신창섭 , 박근태 , 곽창진
IPC分类号： F16L1/024 , F16L1/00
CPC分类号： F16L1/028 , F16L1/06
摘要： A steel pipe pressing apparatus for exchanging old pipes is provided to reduce the manufacturing processes and fuel consumption by continuously performing pipe exchanging work using a single device. A steel pipe pressing apparatus for exchanging old pipes comprises a steel pipe(10) buried in the ground, a plurality of cutting devices(20) for cutting the old pipe, a pulverizing device(30) installed at a rear portion of the cutting devices to pulverize the old pipe, and a movable support unit(40). The steel pipe has a diameter larger than that of the old pipe to be exchanged. The cutting device cuts the old pipe lengthwise along the old pipe. The movable support unit is installed in a lower inner peripheral portion of the steel pipe and makes contact with an outer surface of the old pipe.
摘要翻译：提供一种用于更换旧管的钢管加压装置，通过使用单个装置连续执行管道更换工作来减少制造过程和燃料消耗。用于更换旧管的钢管加压装置包括埋在地下的钢管（10），用于切割旧管的多个切割装置（20），安装在切割装置的后部的粉碎装置（30）粉碎旧管，以及可移动支撑单元（40）。钢管的直径大于要更换的旧管的直径。切割装置沿着旧管道纵向切割旧管。可移动支撑单元安装在钢管的下部内周部分中，与旧管的外表面接触。

7. 发明授权

KR101036173B1 구면 지지식 지압장치 有权
标题翻译：球形支撑式土地压力装置
公开(公告)号：KR101036173B1
公开(公告)日：2011-05-23
申请号：KR1020100111816
申请日：2010-11-10
申请人： 극동엔지니어링(주) , 영인산업 주식회사
发明人： 박근태 , 곽창진 , 권진오
IPC分类号： E02D17/04 , E02D17/08 , E02D17/20 , E02D31/10 , E02D5/80
CPC分类号： E02D17/04 , E02D5/80 , E02D17/08 , E02D17/20 , E02D31/10 , E02D2220/00 , E02D2300/0034 , E02D2600/30
摘要： PURPOSE: A spherical surface support-type finger-pressure device is provided to improve the supporting force and durability of anchor and earth retaining by preventing the tension effect reduction and anchor deformation. CONSTITUTION: A spherical surface support-type finger-pressure device comprises a supporting beam(20), a sphere housing(40), and a supporting structure(30). The supporting beam simultaneously takes a role of wale of earth retaining wall and a role of the connecting member of an anchor strand(15). A spherical part is formed in inside the housing. The supporting structure is combined in the spherical part of the sphere housing and has a through hole.
摘要翻译：目的：提供一种球面支撑型指压装置，通过防止张力减小和锚固变形，提高锚固土的保持力和耐久性。构成：球形表面支撑型手指压力装置包括支撑梁（20），球形壳体（40）和支撑结构（30）。支撑梁同时起到挡土墙的纵向作用和锚链的连接构件的作用（15）。在壳体的内部形成球形部分。支撑结构组合在球壳的球形部分中并具有通孔。

8. 发明授权

KR101033269B1 가압 전개식 앵커 정착구 有权
标题翻译：压力膨胀式锚固端固定
公开(公告)号：KR101033269B1
公开(公告)日：2011-05-09
申请号：KR1020100111817
申请日：2010-11-10
申请人： 극동엔지니어링(주) , 영인산업 주식회사
发明人： 박근태 , 곽창진 , 권진오
IPC分类号： E02D5/80 , E02D29/02 , E02D17/20 , E02D17/04 , E02D17/08
CPC分类号： E02D5/80 , E02D17/04 , E02D17/08 , E02D17/20 , E02D29/0233 , E02D2200/146 , E02D2600/30
摘要： PURPOSE: A pressure expanded type anchor anchorage is provided to improve the structural stability of a retaining wall or the ground of a slope by improving the supporting force of an anchor. CONSTITUTION: A pressure expanded type anchor anchorage comprises anchorages(20) and protruded bars(30). Each anchorage has an inlet and a coupling hole. Strands(15) of anchors are coupled to the inlets. A conveying pipe(16) is connected to each inlet. The coupling holes are connected to the inlets. The outer diameter of the protruded bar is the same as the inner diameter of the coupling hole. The protruded bars are protruded from the coupling holes.
摘要翻译：目的：提供一种压力膨胀型锚固锚，以通过改善锚的支撑力来改善挡土墙或斜坡地面的结构稳定性。构成：压力膨胀型锚固锚固件包括锚固件（20）和突出杆（30）。每个锚地都有一个入口和一个连接孔。锚杆（15）连接到入口。输送管（16）连接到每个入口。连接孔连接到入口。突出杆的外径与连接孔的内径相同。突出的杆从联接孔突出。

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