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Patent Agency Ranking
公开(公告)号：KR101015611B1
公开(公告)日：2011-02-17
申请号：KR1020100044767
申请日：2010-05-13
IPC: E21D11/08
Abstract: PURPOSE: A two-segment precast arch tunnel and a construction method thereof are provided to carry out construction of a large tunnel by removal in the restriction on the freight of a precast member. CONSTITUTION: Multiple arch-shaped structures are horizontally and consecutively placed. The arch-shaped structure is horizontally separated into left and right segment arch members(11,12). The left and right segment arch members are integrated in the ceiling portion.
Abstract translation: 目的：提供一种两段式预制拱隧道及其施工方法，以便在限制预制件运价的情况下，拆除大型隧道施工。 构成：水平和连续放置多个拱形结构。 拱形结构水平地分离成左和右节段拱形构件（11,12）。 左和右节段拱形构件集成在天花板部分中。
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公开(公告)号：KR1020100132259A
公开(公告)日：2010-12-17
申请号：KR1020090050988
申请日：2009-06-09
Abstract: PURPOSE: A rock shed tunnel for protecting a cut slope, a rock shed tunnel structure, and a construction method thereof are provided to remarkably reduce construction time because the installation of a retaining wall for protecting a slope is not required after cutting a slope. CONSTITUTION: A rock shed tunnel for protecting a cut slope comprises an L-shaped structure(10) and a reversed L-shaped structure(15). The L-shaped structure is installed in a cut slope and is composed of a bottom plate(11) and an inner wall(12). One side of an anchoring unit(101) is installed inside the slope through the inner wall. The reversed L-shaped structure is composed of a top plate(14) and an outer wall(13) and is integrally assembled in the L-shaped structure.
Abstract translation: 目的：提供一种用于保护切割斜坡，岩石棚隧道结构的岩石棚隧道及其施工方法，以显着减少施工时间，因为在切割斜坡后不需要安装用于保护斜坡的挡土墙。 构成：用于保护切割斜坡的岩石棚隧道包括L形结构（10）和L形结构（15）。 L形结构安装在切割斜面上，由底板（11）和内壁（12）构成。 锚固单元（101）的一侧通过内壁安装在斜坡内。 反转的L形结构由顶板（14）和外壁（13）组成，并整体组装在L形结构中。
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公开(公告)号：KR101065458B1
公开(公告)日：2011-09-19
申请号：KR1020090050988
申请日：2009-06-09
Abstract: 본 발명은 경사지의 사면 일부를 절취하여 피암(避岩)터널을 시공함에 있어서, 사면 절취 후 절취사면 보호를 위한 옹벽을 별도로 설치하지 아니하고, 피암터널의 벽체로 하여금 옹벽의 기능까지 병행하도록 하며, 복층의 피암터널이 가능하도록 함으로써, 사면 절취를 최소화하여 토공량 절감을 통한 공사의 효율화를 도모할 뿐만 아니라, 피암터널 통행의 안정성을 개선시킬 수 있는 피암터널, 피암터널 구조 및 그 시공방법에 관한 것이다.
본 발명에서는 사면절취부를 형성한 뒤, 하부판(11)과 내측 벽체(12)로 이루어진 ㄴ자 단면 구조물(10)을, 상기 하부판(11)은 외측을 향하고 상기 내측 벽체(12)는 절토사면을 향하도록, 상기 사면절취부에 설치하는 ㄴ자 단면 구조물(10)의 설치단계; ㄴ자 단면 구조물(10)에 의해 절토사면의 토압이 지지되도록, 상기 내측 벽체(12)를 관통하여 정착구(101)의 일측을 절토사면 내에 정착하고, 상기 정착구(101)의 외측 단부를 상기 내측 벽체(12)에 정착시키며, 상기 내측 벽체(12)의 배면으로는 절토사면까지 배면 뒤채움을 하는 정착구의 정착 및 배면 뒷채움 단계; 및 상부판(14)과 외측 벽체(13)로 이루어진 ㄱ자 단면 구조물(15)을 상기 ㄴ자 단면 구조물(10)에 일체로 조립 설치하여 피암터널 구조물(1)을 제작하는 터널 구조물 제작단계를 포함하는 것을 특징으로 하는 피암터널 시공방법이 제공된다.-
公开(公告)号：KR100943044B1
公开(公告)日：2010-02-19
申请号：KR1020090006958
申请日：2009-01-29
Abstract: PURPOSE: A precast block assembly for forming an arch structure is provided to improve construction performance by reducing the cost and time required for installing timbering. CONSTITUTION: A precast block assembly(1) for forming an arch structure is composed as follows: Multiple precast blocks are arranged in a row, and form one structure by connection members. The connection members are extended in a longitudinal direction, and integrally coupled to the outer surfaces of the precast blocks.
Abstract translation: 目的：提供一种用于形成拱形结构的预制块组件，通过降低安装木材所需的成本和时间来提高施工性能。 构成：用于形成拱形结构的预制块组件（1）组成如下：多个预制块排成一排，并由连接构件形成一个结构。 连接构件在纵向方向上延伸，并且一体地联接到预制块的外表面。
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公开(公告)号：KR101015610B1
公开(公告)日：2011-02-17
申请号：KR1020100044766
申请日：2010-05-13
Abstract: PURPOSE: A tunnel structure equipped with an inclined plate anchor member projected from a wall is provided to improve the stability of conduction and activity of a tunnel structure on horizontal earth pressure applied on the tunnel structure. CONSTITUTION: A tunnel structure(1) equipped with an inclined plate anchor member projected from a wall comprises an inclined plate anchor member(3). The inclined plate anchor member is formed rearward from the rear surface of a wall(2a) of the tunnel structure. The inclined plate anchor member comprises a connection plate and an inclined plate. The connection plate is connected to the rear side of the wall. The inclined plate is coupled with the connection plate on the end of the connection plate.
Abstract translation: 目的：提供一种隧道结构，配备有从墙壁上突出的倾斜板锚固构件，以提高隧道结构对施加在隧道结构上的水平土压力的传导和活动的稳定性。 构成：配备有从壁突出的倾斜板锚构件的隧道结构（1）包括倾斜板锚定构件（3）。 倾斜板锚定构件从隧道结构的壁（2a）的后表面形成为后方。 倾斜板锚定构件包括连接板和倾斜板。 连接板连接到墙的后侧。 倾斜板与连接板的端部上的连接板连接。
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