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1. 发明公开

KR1020180090703A 연질지반 보강을 위한 스파이럴볼트 有权
公开(公告)号：KR1020180090703A
公开(公告)日：2018-08-13
申请号：KR1020170015868
申请日：2017-02-03
申请人： 케이원개발(주)
发明人： 박왕희
IPC分类号： E02D5/80 , E02D3/00
CPC分类号： E02D5/801 , E02D3/00 , E02D5/56 , E02D2200/1671
摘要： 본발명은연질지반보강공법에사용되는스파이럴볼트와관련하는것으로서보다상세하게는, 내부에관통홀을구비하며상단에포스트구조물과결합하는마운팅판이구비되는동체와; 상기동체의하단으로부터하방으로연장되며, 지반의지지력을증대시키기위한복수의단위나선부를구비하는스파이럴날개와; 상기동체의관통홀내에삽입되어관통홀을통과한후 상기스파이럴날개의하단까지연장되게설치되는튜브로; 이루어지는스파이럴볼트에관한것이다. 설치방법에있어서는상기스파이럴볼트의동체상부일부가지상에노출되도록하면서, 상기스파이럴볼트를연질지반에삽입하는단계와; 상기동체상부에노출된튜브상단에서몰타르를주입하면튜브하단에서몰타르가빠져나오게하여, 몰타르를연질지반에투입하는단계와; 상기포스트구조물을스파이럴볼트에결합및 고정시키는단계를; 포함한다.

2. 发明公开

KR1020160093880A 선단확장 보강판이 결합된 지반보강용 스크류파일 有权
标题翻译：螺栓锚杆用于增强地板加固板
公开(公告)号：KR1020160093880A
公开(公告)日：2016-08-09
申请号：KR1020150014739
申请日：2015-01-30
申请人： 이엑스티 주식회사
发明人： 송기용
IPC分类号： E02D5/56 , E02D7/22 , E02D5/62 , E02D3/00 , E02D3/02
CPC分类号： E02D5/56 , E02D5/62 , E02D3/00 , E02D3/02 , E02D7/22 , E02D2250/003 , E02D2600/30
摘要： 본원발명은선단확장보강판이결합된지반보강용스크류파일에관한것으로상세하게는지반을굴착할수 있는지반보강용파일에있어서, 내부에공기및 그라우팅액의통로가되는관통공이형성된봉 형상의몸체와, 몸체의외주면을따라나선형상으로형성되며몸체에일체로설치되는스크류날개와, 몸체의외주면에그라우팅액이분사될수 있도록다수의구멍이뚫려있는그라우팅공과, 원형의판 형상으로몸체의일단이상면에결합되되관통공과일직선상에놓이도록공기토출공이상,하면을관통하여뚫려있는선단확장보강판및, 타단에절삭날이생성되어있는것으로일단이선단확장보강판의하면일측에결합되는굴착비트로구성되되, 굴착비트(500) 및스크류날개가회전하여지반을천공한후 선단확장보강판이천공된구멍의바닥면에안착되면서그라우팅하여선단지지력을높이는것을특징으로한다.
摘要翻译：本发明涉及一种其上安装有前端延伸加强板的地面加强螺丝桩。更具体地说，地面加强螺丝桩挖掘地面，包括：具有形成在其中并成为灌浆液通过的通孔的棒状体; 螺旋翼沿主体的外周面形成为螺旋状，并且整体地安装在本体上; 钻出多个注浆孔以将灌浆液喷射到主体的外周表面; 一个圆板形前端延伸加强板，其中主体的一端安装在其上表面上，排气孔穿透其上表面和下表面以与该通孔一条线放置; 以及在其一端形成切割刀片的开挖钻头，其另一端安装在前端延伸加强板的下表面的一侧。挖掘钻头（500）和螺旋翼旋转钻地，然后将前端延伸加强板放置在钻孔的底面，并将底面进行灌浆以增加前端承载力。

3. 发明公开

KR1020150127670A 토양에서 수분 보유를 효과적으로 증가시키는 습윤제 조성물 및 그의 관련된 식별 방법 审中-实审
标题翻译：在土壤中有效增加水分保持力的相关组合物及其鉴定方法
公开(公告)号：KR1020150127670A
公开(公告)日：2015-11-17
申请号：KR1020157027934
申请日：2014-03-13
申请人： 바스프 에스이
发明人： 에릭슨,존,피. , 로,연숙 , 니즈위츠키,다니엘 , 테르냐예바,이리나
IPC分类号： A01B79/00 , B01J20/26 , C09K17/18 , E02D3/00 , G01N33/24
CPC分类号： E02D3/00 , B01J20/00 , B01J20/26 , C08F220/06 , C08F283/06 , C08G65/2609 , C08G65/2612 , C08L1/08 , C08L71/02 , C09K17/18 , G01N33/246 , C08L33/08
摘要： 토양에서수분보유를증가시키는방법은토양에효과적인습윤제조성물의유효량을도포하는것을포함한다. 효과적인습윤제조성물은최소습윤제농도수준, 최대습윤제농도수준, 및최소습윤제농도수준과최대습윤제농도수준사이의제1 농도수준으로도포된습윤제조성물에대한토양의평균수분함량을측정함으로써식별된다. 최소습윤제농도수준으로부터최대습윤제농도수준까지각각적용된습윤제농도수준에대해서, 토양의측정된평균수분함량을플로팅함으로써평균경사곡선을생성한다. 생성된평균경사곡선이생성된평균경사곡선의길이전체를따라서증가하는평균수분함량을제공하는경우, 및생성된평균경사곡선이 0.05 이하의 p 값을갖는경우, 효과적인습윤제조성물이결정된다.

4. 发明公开

KR1020140056963A 경량혼합토를 이용한 연약지반 개량 방법 有权
标题翻译：使用轻量化泡沫土软化地基改良方法
公开(公告)号：KR1020140056963A
公开(公告)日：2014-05-12
申请号：KR1020120123482
申请日：2012-11-02
申请人： 한국해양과학기술원
发明人： 윤길림
IPC分类号： E02D3/00 , E02D3/12 , E02D17/06 , E02D17/18 , E02B3/12
CPC分类号： E02D3/00 , E02B3/12 , E02D3/12 , E02D17/06 , E02D17/18 , E02D2250/0023
摘要： The present invention relates to a method for improving a soft ground using lightweight mixed soil including: a step of forming a cement-based layer in a lower part of the soft ground; a step of forming a lightweight base layer by arranging the lightweight mixed soil on the cement-based layer; a step of forming a cementation layer on the lightweight base layer; a step of forming a lightweight banking layer by arranging the lightweight mixed soil on the cementation layer; and a step of arranging soil on the lightweight banking layer. The method for improving a soft ground using lightweight mixed soil forms a soft ground improved banking layer to have a structure in which the lightweight layer and the cement layer are alternately arranged on the top of each other, thereby reducing the load applied to the soft ground and increasing the supporting force of the soft ground.
摘要翻译：本发明涉及一种使用轻质混合土改善软土地面的方法，包括：在软土地下部形成水泥基层; 通过将轻质混合土布置在水泥基层上形成轻质基层的步骤; 在轻质基层上形成胶结层的步骤; 通过将轻质混合土布置在胶结层上形成轻质银行层的步骤; 以及在轻量级银行层上排列土壤的步骤。使用轻质混合土来改善软土地面的方法形成了软的地面改良的堤岸层，以便将轻质层和水泥层交替地布置在彼此的顶部上，从而减少施加在软土地上的载荷并增加软土的支撑力。

5. 发明授权

KR101230946B1 케이싱 파이프 가이드 장치 有权
标题翻译：管道引导装置
公开(公告)号：KR101230946B1
公开(公告)日：2013-02-07
申请号：KR1020120084264
申请日：2012-08-01
申请人： 주식회사 금호메카텍
发明人： 엄광수
IPC分类号： E02D13/04 , F16B35/00 , E21B4/00 , E02D3/00 , E02D27/28
CPC分类号： E02D13/04 , E02D3/00 , E02D27/28 , E21B4/006 , F16B35/00
摘要： PURPOSE: A casing pipe guide system is provided to penetrate a casing pipe into the ground while the casing pipe is tilted to back/forth and left/right directions at a designated angle. CONSTITUTION: A casing pipe guide system(100) comprises a main body frame(10), a casing pipe guide(20), and a clamping door(30). The main body frame is installed on a barge to support the casing pipe guide, and comprises a longitudinal tilting device(120) and a horizontal tilting device(130) for tilting the casing pipe guide to back/forth and left/right directions. The casing pipe guide is combined to a connection frame(110), which is installed in front of the main body frame, by a shaft(22). The clamping door is combined by hinges at both sides of the front surface of the casing pipe guide.
摘要翻译：目的：提供一种套管导引系统，以便将套管穿透入地面，同时套管以指定的角度向前/左和右/右方向倾斜。构成：套管引导系统（100）包括主体框架（10），套管导管（20）和夹紧门（30）。主体框架安装在驳船上以支撑套管引导件，并且包括纵向倾斜装置（120）和用于使套管引导件向前/向左/向右倾斜的水平倾斜装置（130）。壳体管导向件通过轴（22）组合到安装在主体框架前面的连接框架（110）。夹紧门通过套管导管前表面两侧的铰链组合。

6. 发明公开

KR1020110136292A 토사 보강재 无效
标题翻译：土工格栅
公开(公告)号：KR1020110136292A
公开(公告)日：2011-12-21
申请号：KR1020100056183
申请日：2010-06-14
申请人： (주)메카모아
发明人： 공학봉
IPC分类号： E02D29/02 , E02D17/20 , E02D3/00
CPC分类号： E02D29/02 , E02D3/00 , E02D17/20 , E02D2250/0015 , E02D2300/0006 , E02D2300/0009 , E02D2300/001 , E02D2300/0015
摘要： PURPOSE: A soil stiffener is provided to improve the strength of a contact point between first and second reinforcing members. CONSTITUTION: A soil stiffener comprises first and second reinforcing members(10,20). The first reinforcing members are produced through extrusion molding and are arranged in a longitudinal direction. The first reinforcing members are composed of a PET material having high-tensile strength and durability. The second reinforcing members cross with the first reinforcing members and are arranged in a horizontal direction. The second reinforcing members are composed of a different material from the first reinforcing members.
摘要翻译：目的：提供一种土壤加强筋，以提高第一和第二增强件之间接触点的强度。构成：土壤加强筋包括第一和第二加强构件（10,20）。第一增强构件通过挤出成型制造并且沿纵向排列。第一加强构件由具有高拉伸强度和耐久性的PET材料构成。第二加强构件与第一加强构件交叉并且沿水平方向布置。第二加强构件由与第一加强构件不同的材料构成。

7. 实用新型

KR2020100008581U 골재포설용 회전유닛 无效
标题翻译：用于聚集散射的旋转单元
公开(公告)号：KR2020100008581U
公开(公告)日：2010-08-30
申请号：KR2020090001911
申请日：2009-02-20
申请人： (주)금화건설산업
发明人： 정진천
IPC分类号： E02D3/00 , E02D3/08 , E02D3/10 , E02D3/12
CPC分类号： E02D3/00 , E02D3/08 , E02D3/10 , E02D3/12 , E02D2300/0001
摘要： 본 고안은 골재포설용 회전유닛에 관련된 것으로서 골재의 포설 각도를 확대할 수 있는 날개 구조를 갖는 골재포설용 회전유닛을 제공하는 것을 목적으로 한다.
본 고안의 골재포설용 회전유닛(10)은 회전축(50)과, 상기 회전축의 양단에 설치되는 좌,우측 가이드판(60,70)과, 상기 좌,우측 가이드판 사이의 회전축에 방사상으로 설치된 복수의 회전 날개(80)를 구비한다.
특히, 상기 각 회전 날개(80)는 소정의 각도로 대칭을 이루는 좌,우측 회전 날개(81,82)로 이루어지고, 좌측 회전 날개의 고무판(81a)이 부착된 골재 접촉면은 좌측 가이드판(60) 쪽을 향하고, 우측 회전 날개의 고무판(82a)이 부착된 골재 접촉면은 우측 가이드판(70) 쪽을 향하도록 회전축의 중심축(51)과 교차하여 설치된다.

8. 发明公开

KR1020090076567A 연약 지반 침하 측정장치 및 이에 따른 침하량 측정방법 有权
标题翻译：用于测量软土地基的测量仪器及其测量方法
公开(公告)号：KR1020090076567A
公开(公告)日：2009-07-13
申请号：KR1020080002593
申请日：2008-01-09
申请人： 최종철 , 주식회사 서신엔지니어링
发明人： 최종철
IPC分类号： G01C5/00 , G01B13/24 , G01L7/00
CPC分类号： G01C5/06 , E02D3/00 , G01B13/24 , G01L7/028 , G01L7/088
摘要： A device for measuring a soft ground subsidence and a method for measuring a subsidence degree are provided to reduce the time and cost for measuring the subsidence degree by burying the measuring device in the ground. A device for measuring a soft ground subsidence comprise: a reference sensor(110) positioned in a floating rock layer; a subsidence measurement sensor(120) positioned on the top higher than the reference sensor; and a pressure correction unit(130) buried under the underground. The pressure correction unit is consisting of: a liquid bath storing the liquid; an air reservoir in which the air is stored; a liquid supply line supplying the liquid to the reference sensor and the pressure sensor; an air supply line supplying the air to the reference sensor and the pressure sensor; and a diaphragm delivering the pressure, applied to the air reservoir, to the liquid bath.
摘要翻译：提供一种测量软地面沉降的装置和一种测量沉降度的方法，以便通过将测量装置埋在地下来减少测量沉降度的时间和成本。用于测量软地面沉降的装置包括：定位在浮岩层中的参考传感器（110）; 沉降测量传感器（120），位于比参考传感器高的顶部; 以及埋在地下的压力校正单元（130）。压力校正单元包括：储存液体的液体浴; 存储空气的储气库; 将液体供应到参考传感器和压力传感器的液体供应管线; 将空气供给到基准传感器和压力传感器的供气管线; 以及将施加到储气器的压力输送到液槽的隔膜。

9. 发明授权

KR100890909B1 컨베이어를 이용한 주행식 성토재 포설장비 有权
标题翻译：使用输送带的旅行类型的土壤扩张装置
公开(公告)号：KR100890909B1
公开(公告)日：2009-04-02
申请号：KR1020080042336
申请日：2008-05-07
申请人： 주식회사 준건설
发明人： 한상남
IPC分类号： E02D3/00 , E02D17/18 , E01C19/12 , E01C19/20
CPC分类号： E02D3/00 , E01C19/12 , E01C19/2045 , E02D17/18
摘要： A banking material paving equipment using the conveyor is provided to have the hopper structure and to transport the banking material to conveyor safely. A banking material paving equipment(10) using the conveyor comprises a car body(2) which is installed on the caterpillar, a leader(3) installed so that the angle adjustment is possible, a conveyor(4) installed along the leader, a hopper(5) which is installed on the car body, and which consists of a top container(5a) and a bottom container(5b) supplying the banking material to conveyor, an auxiliary conveyor(6) in which one end is connected to the top container and a bucket(7) is installed at the other end.
摘要翻译：提供使用输送机的银行材料铺路设备以具有料斗结构并将银行材料运输到输送机上。使用该输送机的银行材料铺路设备（10）包括安装在履带上的车体（2），安装成能够进行角度调节的引导件（3），沿着引导件安装的输送机（4）料斗（5），其安装在车身上，并由向上述货物供给输送机的顶部容器（5a）和底部容器（5b）组成;一个辅助输送机（6），其一端与顶部容器和桶（7）安装在另一端。

10. 发明公开

KR1020080107785A 동절기의 현장타설말뚝 양생방법 및 장치 有权
标题翻译：冬季固化方法及其设备
公开(公告)号：KR1020080107785A
公开(公告)日：2008-12-11
申请号：KR1020070056020
申请日：2007-06-08
申请人： 삼성물산 주식회사
发明人： 김화수 , 손유석 , 김병선
IPC分类号： E02D7/00 , E02D9/00 , E02D3/11 , E02D3/00
CPC分类号： E02D7/00 , E02D3/00 , E02D3/11 , E02D9/00 , E02D2250/0007 , E02D2300/0018
摘要： A method and an apparatus for curing a cast-in-place pile effectively in the winter time is provided to progress construction work effectively by securing the quality of concrete even if temperature or water temperature is low in the winter time. A method for curing a cast-in-place pile in the winter time comprises the steps of installing a form(100) for forming a cast-in-place pile(10), installing a curing pipe(200) around the form, forming a cast-in-place pile by placing concrete in the form, and blowing the hot air in a space between the curing pipe and the cast-in-place pile.
摘要翻译：提供一种在冬季有效固化现浇桩的方法和装置，即使冬季时温度或水温较低，确保混凝土质量也能有效地进行施工工作。冬季固化桩的方法包括以下步骤：安装用于形成现浇桩（10）的形式（100），在模板周围安装固化管（200），形成通过将混凝土置于形式中并将热空气吹入固化管和现浇桩之间的空间中的现浇桩。

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