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    • 4. 发明授权
    • 경사지 붕괴 방지공법
    • 坡地崩塌施工预防方法
    • KR101064340B1
    • 2011-09-14
    • KR1020090101767
    • 2009-10-26
    • 심재구심정훈
    • 심재구심정훈
    • E02D17/20E02D3/10E01F7/04E21B10/00
    • 시공대상 경사면에 선단에 드릴 비트와 전방분사 고속수 분사 노즐(7)을 가진 고속수 분사 로드(4)를 회전·전진시키면서 고속수를 분사하여 경사면 토양(G)에 수평보다 위쪽을 향하도록 천공을 한 후, 고속수 분사 로드(4)의 선단부에 장착된 측방 분사 노즐을 통해 로드의 방향과 직각방향으로 고속수를 분사하면서 고속수 분사 로드(4)를 후퇴시켜 지중의 주변 경사면 토양을 절단 파쇄해서 유체와 함께 외부로 배출시키되, 고속수 분사 로드(4)를 수평방향 상부에 180°이하(180°- θ
      2 )가 되도록 요동시켜 단면이 부채꼴 모양의 공간(9)이 형성되도록 확공을 하고, 확공되어 형성된 공간(9)에 충전재 주입관(11)을 통해 기포 시멘트 콘크리트와 같은 충전재(13)를 주입해서 경화시킴으로써, 경사지 경사면 내에 경사면 토양(G)보다 투수 계수가 크고 강도도 월등히 높은 다공질 사면활동저항체(16)를 구축해서 경사지 사면을 안정시키도록 되어 있다.
    • 5. 发明公开
    • 경사지 붕괴 방지공법
    • 坡地崩塌施工预防方法
    • KR1020110045279A
    • 2011-05-04
    • KR1020090101767
    • 2009-10-26
    • 심재구심정훈
    • 심재구심정훈
    • E02D17/20E02D3/10E01F7/04E21B10/00
    • E02D17/20E01F7/04E02D3/10E02D2250/003E02D2300/0018E21B10/00
    • PURPOSE: A collapse prevention construction method for a slope is provided to achieve fast drainage of water and soil reinforcement at a slope by employing porous slope failure protectors with high strength. CONSTITUTION: A collapse prevention construction method for a slope is as follows. A guide pipe(5) is installed in the soil of a slope. A high-speed water jet rod(4) is inserted and rotated through the guide pipe and high-speed water is injected to drill an upwardly inclined hole into the soil. High-speed water(W2) is injected through a lateral injection nozzle(8), which is installed perpendicular to the longitudinal direction of the high-speed water jet rod on the leading end of the high-speed water jet rod, to expand the drilled hole and form a space(9) for filling. The high-speed water jet rod is removed from the space and a filler injection pipe is inserted. A filler is injected through the filler injection pipe and hardened to form a porous slope failure protector.
    • 目的:通过采用高强度的多孔边坡破坏保护器,提供了一种斜坡防塌施工方法,实现了斜坡水土强化的快速排水。 构成:斜坡防塌施工方法如下。 导轨(5)安装在斜坡土壤中。 高速喷水杆(4)通过导管插入并旋转,注入高速水,向上倾斜的孔中钻出土壤。 高速水(W2)通过垂直于高速喷水棒前端的高速喷水棒的纵向安装的侧喷嘴(8)喷射, 钻孔并形成用于填充的空间(9)。 将高速喷水棒从空间中取出,并插入注射管。 通过填料注入管注入填料并硬化以形成多孔边坡破坏保护层。
    • 7. 发明公开
    • 경사지의 붕괴 방지공법
    • 斜坡防护施工方法
    • KR1020140111454A
    • 2014-09-19
    • KR1020130025600
    • 2013-03-11
    • 심재구심정훈
    • 심재구심정훈
    • E02D17/20E02D3/12
    • E02D17/20E02D3/12E02D2250/003E02D2300/0006E02D2300/0029E02D2300/0071
    • The present invention relates to a collapse prevention construction method of slopes and, more specifically, to a collapse prevention construction method of slopes in order to prevent soil of the slopes from being collapsed. The collapse prevention construction method of slopes comprises the steps of wedging and installing a guide pipe to be upwards rather than a horizontal direction in order to guide the direction of a high-speed injection rod of a double-pipe type to be entered; perforating a depth which is needed for soil of the slopes; expanding a cross-section to from fan-shaped space; filling the fan-shaped space with the cross-section; and forming a porous slope activity resistor after removing a filling material injection tube when the charging is completed.
    • 本发明涉及斜坡的防塌陷施工方法,更具体地说,涉及一种斜坡防塌施工方法,以防止斜坡的土壤坍塌。 斜坡防倒塌施工方法包括以下步骤:将导管楔入并安装成向上而不是水平方向,以引导要输入的双管式高速注射杆的方向; 穿越斜坡土壤所需的深度; 从扇形空间扩展横截面; 用横截面填充扇形空间; 以及在充电完成之后移除填充材料注入管之后形成多孔斜面活性电阻器。
    • 10. 发明公开
    • 터널공사 등에서의 경화재 수평 고속분사 교반공법 및 그에사용되는 자동스토퍼 장치
    • 用于隧道施工的水平高速喷砂方法和自动停止单元
    • KR1020090103423A
    • 2009-10-01
    • KR1020080029029
    • 2008-03-28
    • 심재구심정훈
    • 심재구심정훈
    • E21D9/00
    • G09G3/20G09G2300/0426G09G2300/0439G09G2300/0842G09G2320/0223
    • PURPOSE: A stirring method for horizontal and rapid injection of a hardening agent at the tunnel construction and an apparatus of automatic stopper used for the same are provided to form tunnel wall of desirable thickness and intensity and perform safe digging. CONSTITUTION: A stirring method for horizontal and rapid injection of a hardening agent at the tunnel construction comprises: a step of inserting a casing at partition wall (3); a step of joining an automatic stopper (13) at rear end of the casing in one body; a step of forming hole with an excavator by rapid water by spraying and rotating the water through a valve hole of a first valve (14); a step of rapidly spraying a hardening agent from a spray nozzle; and a step of rotating and withdrawing a load to form the hardening agent.
    • 目的:提供隧道施工中硬化剂水平和快速注入的搅拌方法及其使用的自动塞子的装置,以形成所需厚度和强度的隧道壁,并进行安全挖掘。 构成:用于在隧道施工中水平和快速注入硬化剂的搅拌方法包括:在分隔壁(3)上插入壳体的步骤; 将壳体后端的自动止动件(13)接合在一体中的步骤; 通过喷水并通过第一阀(14)的阀孔旋转水,通过快速水通过挖掘机形成孔的步骤; 从喷嘴快速喷涂硬化剂的步骤; 以及旋转和取出负载以形成硬化剂的步骤。