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1. 发明公开

KR1020160041673A 재인장이 용이한 영구 앵커 및 영구 앵커의 재인장 방법 有权
标题翻译：轻松调整
公开(公告)号：KR1020160041673A
公开(公告)日：2016-04-18
申请号：KR1020140136096
申请日：2014-10-08
申请人： 주식회사 성우사면 , 이평우 , 이상원
发明人： 이평우 , 이상원
IPC分类号： E02D5/80 , E02D17/20
CPC分类号： E02D5/80
摘要： 절토지보강을위해설치되는재인장이용이한영구앵커및 이의재인장방법이개시된다. 본발명에일 측면에따른재인장이용이한영구앵커는, 절토면의천공홀입구주변에설치되는판상구조의가압판과, 절토면의천공홀에그라우팅에의해정착되며일부는가압판의중앙부관통홀을관통해천공홀바깥으로연장되는인장보강재와, 천공홀바깥으로연장된인장보강재의노출단부에제1 웨지(1wedge)를통해고정되어가압판에대해인장보강재의인장상태를유지시키는고정헤드; 및제2 웨지(2wedge)를통해상기고정헤드를관통한인장보강재연장단부에설치되어고정헤드상부에밀착고정되는재인장헤드를포함하여구성됨을요지로한다.
摘要翻译：公开了一种永久性锚固件，其易于延伸和安装以加强切割地面，以及用于永久锚的重新拉伸方法。根据本发明的一个方面，永久锚杆包括：板状结构的压板，其安装在切削地面上的钻孔的入口周围; 通过灌浆而锚定在切割地面的钻孔中的张力加强构件，其中，张力加强构件的一部分通过穿过压板中心的通孔而延伸到钻孔的外部; 固定头，其固定在拉伸加强件的露出端上，并通过第一边缘延伸到钻孔的外侧，并且将拉伸加强件的张紧状态保持在压板上; 以及延伸头，其安装在所述张力加强件的延伸端中，通过第二楔形件穿过所述固定头并固定到所述固定头的上部。

2. 外观设计

KR3007381300003S 有权
公开(公告)号：KR3007381300003S
公开(公告)日：2014-10-10
申请号：KR3020130038671
申请日：2013-07-26
申请人： 이평우
设计人： 이평우

3. 发明授权

KR101091081B1 양방향 터널 굴착방법 및 그 방법에 의해 형성된 양방향 터널 有权
标题翻译：双通道挖掘方法与施工
公开(公告)号：KR101091081B1
公开(公告)日：2011-12-09
申请号：KR1020110068256
申请日：2011-07-11
申请人： 주식회사 성우사면 , 이평우 , 함정아
发明人： 이평우 , 함정아
IPC分类号： E21D11/00
摘要： PURPOSE: An excavation method for a bidirectional tunnel and a bidirectional tunnel formed thereby are provided to reduce construction time and costs by simultaneously excavating both sides of a tunnel. . CONSTITUTION: An excavation method for a bidirectional tunnel is as follows. Pillars(20) are formed between tunnels at uniform intervals. Steel pipes(40) are installed along planned tunnel excavation lines. The target ground is excavated until the pillar foremost located is exposed to the outside. A pithead unit(50) is formed in the excavated ground where the foremost pillar is located. The tunnel is excavated from the pithead to a specific depth. Arch-shaped steel ribs for supporting the steel pipes are successively installed along the excavation direction of the tunnel.
摘要翻译：目的：提供一种用于双向隧道和由此形成的双向隧道的挖掘方法，以通过同时挖掘隧道两侧来缩短施工时间和成本。。规定：双向隧道的挖掘方法如下。支柱（20）以均匀的间隔形成在隧道之间。钢管（40）沿规划的隧道掘进线安装。目标地面被挖掘，直到最前面的柱子暴露在外面。在最前面的支柱所在的挖掘地面上形成有一个井口单元（50）。隧道从坑头挖掘到一定的深度。沿隧道挖掘方向依次安装用于支撑钢管的拱形钢筋。

4. 实用新型

KR200396179Y1 내부보강재가 포함된 토류판 失效
标题翻译：加固臂插入
公开(公告)号：KR200396179Y1
公开(公告)日：2005-09-20
申请号：KR2020050017749
申请日：2005-06-20
申请人： 이평우
发明人： 이평우
IPC分类号： E02D17/04
CPC分类号： E02D17/04 , E02D17/08 , E02D2220/00 , E02D2600/20
摘要： 본 고안은 내부보강재가 포함된 토류판에 관한 것으로서, 보다 상세하게는 지하 터파기나 절개지 방호벽 등의 설치공사에서 토사의 붕괴를 막기 위해서 사용되는 토류판의 내부에 보강재를 삽입하여 제작함으로써, 토사의 압력에도 변형되거나 파손되지 않고 방호벽을 지탱할 수 있는 내부보강재가 포함된 토류판에 관한 것이다.
본 고안에 따르면, 종래의 무거운 목재 토류판 대신에 가벼우면서도 강도가 향상된 토류판을 사용할 수 있게 된다.

5. 发明公开

KR1020170121479A 인장재 지지 구조를 개선한 그라운드 앵커 审中-实审
标题翻译：具有改进的拉伸支撑结构的地锚
公开(公告)号：KR1020170121479A
公开(公告)日：2017-11-02
申请号：KR1020160049948
申请日：2016-04-25
申请人： 주식회사 성우사면 , 이평우 , 정미옥
发明人： 이평우 , 정미옥
IPC分类号： E02D5/80 , E02D17/20
CPC分类号： E02D5/80 , E02D17/20 , E02D2250/003 , E02D2600/20 , E02D2600/30
摘要： 본발명은인장재지지구조를개선한그라운드앵커를제공하는것을목적으로하는것으로, 본발명의구성은선단부에서내부로연통된인장재홀(12)을구비한앵커바디(10); 상기앵커바디(10)의선단부에구비된연결체(20); 상기연결체(20)에지지되어상기앵커바디(10)의선단부로부터일정거리이격되도록배치되며양면으로연통된인장재서포트홈(32)이구비된스페이서(30);를포함하고, 상기스페이서(30)의외경은상기앵커바디(10)의외경보다더 작게구성되며, 상기서포트홈은상기스페이서(30)의외주면으로연통되어, 상기서포트홈에인장재(2) 진입구가형성된것을특징으로한다.
摘要翻译：由物体的锚固件本体具有在连通的张力构件孔12 10的发明是提供一种地锚张力构件，以改善支撑结构，在进入本发明的guseongeun前端部; 设置在锚定件主体10的远端处的连接体20; 连接部件20是没有被布置成以预定距离远离所述锚固件本体10的前端部和受拉构件支撑槽32的边缘，两个非间隔物30与两个表面连通;所述间隔物（30，包括，与）它被配置比锚固件本体10的直径意外令人惊讶的直径，其中所述支撑槽在与所述间隔件（30），其特征在于，在所述支承槽张力构件（2）被形成jinipgu意想不到的主表面小。

6. 外观设计

KR3007381300001S 有权
公开(公告)号：KR3007381300001S
公开(公告)日：2014-10-10
申请号：KR3020130038675
申请日：2013-07-26
申请人： 이평우
设计人： 이평우

7. 发明授权

KR101402267B1 근접병설터널 필라부 보강구조체 및 그 시공방법 有权
标题翻译：关闭JUXTAPOSITION TUNNEL支柱加固结构及其施工方法
公开(公告)号：KR101402267B1
公开(公告)日：2014-06-02
申请号：KR1020130111060
申请日：2013-09-16
申请人： 주식회사 성우사면 , 이평우 , 이상원
发明人： 이평우 , 이상원
IPC分类号： E21D11/10 , E21D11/18
摘要： Disclosed are a reinforcement structure for a pillar of a near parallel tunnel and a construction method thereof. According to an embodiment of the present invention, the reinforcement structure for a pillar of a near parallel tunnel comprises a first reinforcement member and a second reinforcement member. The first reinforcement member is inserted into the inside of a boring hole formed in the pillar between a front tunnel and a rear tunnel to face the rear tunnel, and is bound to a coupling device. An empty reinforcement member made of a fragile material, which surrounds and seals the coupling device, is equipped. The second reinforcement member having a screw thread in the end of one side, while the end of one side of the empty reinforcement member is opened, is inserted to face the front tunnel and bound to the coupling device. A bearing plate into which the first and second reinforcement members are penetrated is compressed to an excavation cross section and fixed by a fixing head.
摘要翻译：公开了一种近平行隧道的支柱的加强结构及其结构方法。根据本发明的实施例，用于近平行隧道的支柱的加强结构包括第一加强件和第二加强件。第一加强构件插入到形成在前通道和后隧道之间的柱中的钻孔的内侧，以面向后隧道，并且结合到联接装置。配备由易碎材料构成的空气加强件，其围绕并密封联接装置。第二加强构件在一侧的端部具有螺纹，而空的加强构件的一侧的端部被打开，以面向前部隧道并且结合到联接装置。第一和第二加强构件穿过的承载板被压缩到挖掘横截面并由固定头固定。

8. 发明授权

KR101283663B1 2아치 터널 시공 방법 有权
标题翻译：挖掘两种类型隧道的方法
公开(公告)号：KR101283663B1
公开(公告)日：2013-07-08
申请号：KR1020130015410
申请日：2013-02-13
申请人： 주식회사 성우사면 , 이평우 , 이상원
发明人： 이평우 , 이상원
IPC分类号： E21D11/00 , E21D11/10
摘要： PURPOSE: A two-arch tunnel construction method is provided to significantly reduce an excavation process by forming a pillar part in between tunnels along with main line tunnel excavation. CONSTITUTION: A two-arch tunnel construction method comprises the following steps: protruding one or more lines of horizontal reinforcement members (25) in the longitudinal direction of a tunnel in between preceding and subsequent tunnels; excavating the ground of the pillar part underneath the preceding tunnel and the horizontal reinforcement member; and installing a central structure in the center of the pillar part underneath the horizontal reinforcement member to form a two-arch tunnel.
摘要翻译：目的：提供双拱隧道施工方法，通过在主隧道开挖之间形成隧道之间的支柱部分，大大减少挖掘过程。构成：双拱隧道施工方法包括以下步骤：在前后隧道之间沿隧道纵向突出一条或多条水平加固件（25）; 挖掘前方隧道下方的立柱部分的地面和水平加固件; 并将中心结构安装在水平加强件下方的支柱中心，形成双拱形隧道。

9. 发明授权

KR101149895B1 터널 필라부 보강블록 有权
标题翻译：隧道支柱加固块
公开(公告)号：KR101149895B1
公开(公告)日：2012-05-30
申请号：KR1020110096657
申请日：2011-09-26
申请人： 주식회사 성우사면 , 이평우 , 함정아
发明人： 이평우 , 함정아
IPC分类号： E21D11/08 , E21D11/18
CPC分类号： E21D11/08 , E21D9/14 , E21D11/40 , E21D20/00
摘要： PURPOSE: A reinforcement block for a pillar part of a tunnel is provided to reduce construction time and costs because an additional center wall is not required. CONSTITUTION: A reinforcement block(1) for a pillar part of a tunnel is composed of two or more unit blocks(10,12,14). Each unit block has a narrow top and a wide bottom to have a curved side surface. Retreated grooves(16) are vertically formed on the inner surface of the unit blocks. Timber members(3) are installed in the retreated grooves. Multiple reinforcement through holes(100) are formed in the narrow top of each unit block to be upward inclined.
摘要翻译：目的：提供隧道支柱部分的加固块，以减少施工时间和成本，因为不需要额外的中心墙。构成：用于隧道的支柱部分的加强块（1）由两个或更多个单元块（10,12,14）组成。每个单元块具有窄的顶部和宽的底部以具有弯曲的侧表面。后退槽（16）垂直地形成在单元块的内表面上。木材构件（3）安装在后退槽中。在每个单元块的窄顶部形成多个加强通孔（100）以向上倾斜。

10. 发明授权

KR101096664B1 근접병설터널 시공방법 및 그 시공에 이용되는 필러부 압축구조물 有权
标题翻译：使用该方法的钻孔隧道施工方法及柱体压实单元
公开(公告)号：KR101096664B1
公开(公告)日：2011-12-23
申请号：KR1020110058074
申请日：2011-06-15
申请人： 주식회사 성우사면 , 이평우 , 함정아
发明人： 이평우 , 김제경
IPC分类号： E21D11/10 , E21D11/18
摘要： PURPOSE: A method of constructing parallel tunnels and a compressed structure for a filler unit used for constructing the tunnels are provided to form parallel tunnels without a separate post like a central wall by compressing ground between tunnels. CONSTITUTION: A method of constructing parallel tunnels is as follows. A leading tunnel(1) is excavated to a fixed depth. A plurality of boreholes are formed on a pillar unit between a following tunnel(2) excavated adjacent to the leading tunnel at regular intervals. A hollow conduit is inserted into each borehole. After the following tunnel is excavated to a depth corresponding to the leading tunnel, a tension member(110) is inserted into each conduit connecting the leading tunnel to the following tunnel. Both ends of the tension member are pulled using a binding member(120) on the outside of a front plate to compress the pillar unit.
摘要翻译：目的：提供一种构建平行隧道和用于构造隧道的填料单元的压缩结构的方法，以通过压缩隧道之间的地面形成没有像中心壁的单独柱的平行隧道。构成：构建并行隧道的方法如下。一个领先的隧道（1）被挖掘到一个固定的深度。多个钻孔以规则的间隔形成在与引导隧道相邻的相邻挖掘的后续隧道（2）之间的支柱单元上。每个钻孔插入一个空心导管。在下一个隧道被挖掘到与引导隧道相对应的深度之后，张紧构件（110）插入到连接引导隧道到下一个隧道的每个管道中。使用在前板的外侧上的装订构件（120）拉动张紧构件的两端，以压缩柱单元。

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