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公开(公告)号：KR1020060131397A
公开(公告)日：2006-12-20
申请号：KR1020050051823
申请日：2005-06-16
Applicant: 한국건설기술연구원
IPC: G01N25/22
Abstract: A horizontal furnace for a fire experiment of concrete structure is provided to measure a damage level by fire of the concrete structure under various temperature conditions. A horizontal furnace for a fire experiment of concrete structure includes a base(10), a heating furnace main body(20), a heating unit(30), a temperature measurement unit(60), and a controller(50). The heating furnace main body is installed on the base, has an opened cubic body, and is closed by a concrete experiment body to form a sealed space. The heating unit is installed to pass through the main body to heat an inner part of the heating furnace main body. The temperature measurement unit measures a temperature of the inner part of the heating furnace main body. The controller controls the heating unit to adjust the inner temperature of the main body along a predetermined temperature curve.
Abstract translation: 提供混凝土结构火灾实验的卧式炉，以在各种温度条件下测量混凝土结构的火灾损伤程度。 用于混凝土结构的防火实验的卧式炉包括基座（10），加热炉主体（20），加热单元（30），温度测量单元（60）和控制器（50）。 加热炉主体安装在基座上，具有开放的立方体，并被混凝土实验体封闭以形成密封空间。 加热单元安装成通过主体以加热加热炉主体的内部。 温度测量单元测量加热炉主体内部的温度。 控制器控制加热单元沿预定温度曲线调节主体的内部温度。
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13.发明授权
公开(公告)号：KR101338026B1
公开(公告)日：2013-12-12
申请号：KR1020130131892
申请日：2013-11-01
Applicant: 한국건설기술연구원
CPC classification number: C21D9/22 , C22C38/02 , C22C38/04 , C22C38/44 , C22C38/46 , E21B10/12 , E21D9/10
Abstract: The present invention relates to a method of performing heat treatment for a cutter ring of a disk cutter, capable of significantly improving impact resistance and abrasion resistance with respect to the cutter ring of the disk cutter provided in a TBM cutter head used to mechanically perform a full-surface excavation for a tunnel having a circular section, and the cutter ring of the disk cutter manufactured by the same method. The present invention provides a method of performing heat treatment for a cutter ring of a disk cutter, wherein the sectional cutter ring of the disk cutter comprises: a preform part (10) coupled with a rotational shaft and a hardening part (20) having a width narrower than that of the preform (10) and protruding radially and longitudinally. The method of the present invention comprises sequentially performing a quenching process for an entire portion of the cutter ring (1), a tempering process for the entire portion of the cutter ring (1), a process of heat treatment and high-frequency treatment for the hardening part (20) by an additional high frequency at a temperature of 1000-1050°C, and a forcible air-cooled process. Accordingly, the shock buffer region having hardness higher than that of the preform part (10) and lower than that of the hardening part (20) is formed between the preform part (10) and the hardening part (20).
Abstract translation: 本发明涉及对盘式切割机的切割环执行热处理的方法，其能够显着地提高相对于设置在用于机械地执行的TBM切割头中的盘式切割机的切割环的耐冲击性和耐磨性 具有圆形截面的隧道的全表面挖掘以及通过相同方法制造的圆盘切割器的切割环。 本发明提供一种对盘式切割机的切割环执行热处理的方法，其中盘形切割器的切割刀环包括：与旋转轴连接的预成型件部分（10）和具有 宽度比预制件（10）的宽度窄，并且径向和纵向突出。 本发明的方法包括对切割环（1）的整个部分顺序进行淬火处理，对于切割环（1）的整个部分进行回火处理，对热处理和高频处理进行高频处理 硬化部分（20）在1000-1050℃的温度下进一步高频，以及强制风冷处理。 因此，在预成型体部（10）和硬化部（20）之间形成有比预成型体部（10）的硬度高于硬化部（20）的硬度的冲击缓冲区。
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公开(公告)号：KR1020130073847A
公开(公告)日：2013-07-03
申请号：KR1020120150820
申请日：2012-12-21
Applicant: 한국건설기술연구원
Abstract: PURPOSE: A manufacturing method of a disk cutter ring for TBM is provided to minimize the abrasion and damage of the cutter, improve the impact resistance, and reduce the abrasion. CONSTITUTION: A manufacturing method of a disc cutter ring for TBM performs the following step. For the total weight of the whole composition, B 0.01-0.03wt% is further included for the Si 0.3wt%, Mn 1.3wt%, V 1.0wt%, C 0.3-0.45wt% and Mo 2wt%. By using the multiple phase complex steel hardening composition comprised of the remainder Fe, the shape of the disk cutter ring is made by molding and the thermal process is executed. The thermal process is comprised of a releasing process which is maintaining three hours at 930°C, a quenching process which is maintaining three hours at 860°C, and a salt bath quenching thermal process which includes a salt bath process which maintains two hours at 290°C after cooling and then cooling again. [Reference numerals] (AA) Hardness [HRc]; (BB) Casting (before heat treatment); (CC) After heat treatment
Abstract translation: 目的：提供一种用于TBM的圆盘切割环的制造方法，以最小化刀具的磨损和损伤，提高耐冲击性，并减少磨损。 构成：TBM的圆盘切割环的制造方法执行以下步骤。 对于整个组合物的总重量，对于Si 0.3重量％，Mn 1.3重量％，V 1.0重量％，C 0.3-0.45重量％和Mo 2重量％，还包括B 0.01-0.03重量％。 通过使用由剩余部分Fe组成的多相复合钢硬化组合物，通过成型制造圆盘切割环的形状，并进行热处理。 热处理由在930℃下保持3小时，在860℃保持3小时的淬火工序，以及盐浴淬火热处理，其中包括在2小时内保持2小时的盐浴工艺， 冷却后290℃，然后再次冷却。 [参考号]（AA）硬度[HRc] （BB）铸造（热处理前）; （CC）热处理后
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公开(公告)号：KR101257765B1
公开(公告)日：2013-04-24
申请号：KR1020120150819
申请日：2012-12-21
Applicant: 한국건설기술연구원
IPC: E21D11/04
Abstract: PURPOSE: A high intensity tunnel segment optimal design method is provided to apply high strength reinforcing bars and concrete of increased compressive strength to a design and prevent excessive reinforcement. CONSTITUTION: A high intensity tunnel segment optimal design method comprises a step of individually calculating design strength on a plurality of concrete-reinforcing bars combinations and a plurality of concrete of different compressive strengths; a step of setting a predetermined safety factor and of individually calculating a required reinforcing bar section on concrete-reinforcing bars combinations; a step of extracting the concrete-reinforcing bars combinations including the required reinforcing bar section smaller than a required section of a standard concrete-reinforcing bar combination; a step of selecting the concrete-reinforcing bar combination including the required section of a minimum reinforcing bar.
Abstract translation: 目的：提供高强度隧道段优化设计方法，将高强度钢筋和抗压强度增加的混凝土施加到设计上，防止过度的加固。 构成：高强度隧道段优化设计方法包括分别计算多个混凝土钢筋组合和不同抗压强度的多个混凝土的设计强度的步骤; 设定预定安全系数并单独计算混凝土 - 钢筋组合上的所需钢筋部分的步骤; 提取混凝土钢筋组合的步骤，包括比标准混凝土 - 钢筋组合的要求部分小的所需钢筋部分; 选择包括最小钢筋的所需部分的混凝土钢筋组合的步骤。
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Patent Agency Ranking
公开(公告)号：KR101133214B1
公开(公告)日：2012-04-05
申请号：KR1020090082690
申请日：2009-09-02
Applicant: 한국건설기술연구원
IPC: E21D11/38
Abstract: 본 발명은 터널 막장의 굴착 내측면에 설치된 강지보재에 누수보강공을 쉽고 빠르게 설치할 수 있는 터널 누수보강공 장착장치에 관한 것이다.
본 발명은, 강지보재를 따라 형성되는 공극에 의한 누수로를 폐색시키기 위하여 누수로를 따라 누수보강공을 설치하되, 상기 강지보재와 누수보강공의 사이에는 일측단부가 상기 강지보재에 끼워져서 결속되는 제1 고정부가 형성되고, 타측단부는 상기 누수보강공에 끼워져서 고정되는 제2 고정부가 형성된 연결구가 배치되어 상기 강지보재와 누수보강공을 끼워맞춤식으로 결속시키고, 상기 숏-크리트가 경화된 후, 상기 누수보강공에 그라우팅용 밀크액을 포함하는 경화성 누수방지재를 주입하여 누수로를 충전시켜 폐색시키도록 된 것이다.
본 발명에 의하면 연결구를 이용하여 강지보재와 누수보강공을 끼워맞춤식으로 결속시켜서 누수보강공을 강지보재에 쉽고 빠르게 설치할 수 있기 때문에, 후속 공정을 원활하게 진행할 수 있어서 터널공사 현장의 작업 생산성을 크게 향상시킬 수 있는 우수한 효과가 얻어진다.
터널 막장, 강지보재, 누수보강공, 누수로, 숏-크리트, 누수방지재-
公开(公告)号：KR1020110024620A
公开(公告)日：2011-03-09
申请号：KR1020090082691
申请日：2009-09-02
Applicant: 한국건설기술연구원
IPC: E21D11/38
Abstract: PURPOSE: A water leakage control device for a tunnel is provided to prevent contamination resulting from water leakage and accidents caused by freezing. CONSTITUTION: A water leakage control device for a tunnel comprises a water leakage repair structure(110) which is installed in a water leak path caused by an aperture formed along a steel rib in a tunnel. The water leakage repair structure is formed of pipe members(120) which has a plurality of through holes(122) and connected with pipe-shaped connectors(130). A cap(150) is installed to seal one end of the water leakage repair structure. An injection device(160) is connected to the other end of the water leakage repair structure through a connector(170) and supplies a curable water leakage prevention material containing grouting milk to the water leakage repair structure.
Abstract translation: 目的：提供用于隧道的漏水控制装置，以防止因漏水引起的污染和冻结引起的事故。 构成：用于隧道的漏水控制装置包括一个安装在由隧道中沿着钢筋形成的孔引起的漏水路径中的漏水修复结构（110）。 漏水修复结构由具有多个通孔（122）并与管状连接器（130）连接的管构件（120）形成。 安装盖（150）以密封漏水修复结构的一端。 注射装置（160）通过连接器（170）连接到漏水修复结构的另一端，并将含有灌浆乳的可固化防漏水材料供应到漏水修复结构。
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公开(公告)号：KR100821212B1
公开(公告)日：2008-04-11
申请号：KR1020070032559
申请日：2007-04-02
Applicant: 한국건설기술연구원
Abstract: A permeability test device is provided to test permeability of tunnel lining concretes with a simple method by manufacturing a tunnel lining concrete sample in the same conditions as a tunnel construction site. A permeability test device comprises a sample installation unit(10), a pressurized water supply unit(20) and a water flow metering unit(30). The sample installation unit installs lining concretes manufactured in the same conditions as a tunnel site to be tested. The pressurized water supply unit is coupled to one side of the sample installation unit in a sealed state, and applies the pressurized water to the lining concretes. The water flow metering unit collects water passing through the lining concretes of the sample installation unit and discharged to the other side of the lining concretes, and measures the flow rate.
Abstract translation: 提供渗透性试验装置，以与隧道施工现场相同的条件制造隧道衬砌混凝土样品，以简单的方法来测试隧道衬砌混凝土的渗透性。 渗透率测试装置包括样品安装单元（10），加压水供应单元（20）和水流计量单元（30）。 样品安装单元安装在与要测试的隧道现场相同的条件下制造的衬砌混凝土。 加压供水单元在密封状态下连接到样品安装单元的一侧，并将加压水施加到衬里混凝土。 水流计量单元收集通过样品安装单元的衬里混凝土的水并排放到衬里混凝土的另一侧，并测量流量。
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公开(公告)号：KR1020070009362A
公开(公告)日：2007-01-18
申请号：KR1020050088345
申请日：2005-09-22
Applicant: 한국건설기술연구원
IPC: E21F16/02
CPC classification number: E21F16/02
Abstract: A drain system of a double floor plate for a tunnel is provided to improve stability of a road pavement structure, and to reduce construction period by reducing the construction process. A drain system of a double floor plate for a tunnel includes a drain layer(110) having an auxiliary base layer or an antifreeze layer spread on a tunnel floor, a drain plate(120) having an upper block installed in an upper part of the drain layer by longitudinally and horizontally spacing blocks, a column part tapered from a lower part of the upper block and extended downward and latticed drain passages formed in the lower part of the upper block by the space with sides and front and rear parts of the tapered column part, a lean concrete layer(130) charged in the block of the drain plate, and a pavement layer(140) formed in an upper part of the lean concrete layer. The column part is longitudinally extended by rounding front and rear parts, or collecting the front and rear parts into an apex, or forming streamlined front, rear and side parts.
Abstract translation: 提供了一种用于隧道的双层板的排水系统，以提高道路路面结构的稳定性，并通过减少施工过程减少施工周期。 用于隧道的双层地板的排水系统包括：具有辅助基层或扩散在隧道地板上的防冻层的排水层（110），排水板（120），其上部块安装在隧道底部的上部 通过纵向和水平间隔的块，从上块的下部渐缩的柱部分，并且在上部块的下部中延伸的向下延伸的网格排水通道，并且通过具有锥形的侧面和前部和后部的空间 柱部分，填充在排水板的块体中的贫混凝土层（130）以及形成在贫混凝土层的上部的路面层（140）。 柱部分通过使前部和后部圆整地纵向延伸，或者将前部和后部收集成顶点，或形成流线型的前部，后部和侧部。
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公开(公告)号：KR1020150124486A
公开(公告)日：2015-11-06
申请号：KR1020140050546
申请日：2014-04-28
Applicant: 한국건설기술연구원
Abstract: 본발명에따르면, 지반굴착에사용되는 TBM 커터헤드에있어서, 원통형의커터헤드본체(100)의상면(110)에서절삭면(10)을향하여돌출형성된스포크(200); 및상기스포크(200) 표면에장착되어, 상기절삭면(10)을굴착하는디스크커터(300);를포함하되, 상기스포크(200)는, 상기상면(110)의중심에서상기상면(110)의외주면까지소정의폭(D)을가진형태로형성된복수의주 스포크(210); 및상기복수의주스포크(210) 사이에형성된보조스포크(220);를포함하는것을특징으로하는 TBM 커터헤드및 디스크커터를스포크에배열하는방법이제공된다.
Abstract translation: 根据本发明，提供了一种TBM刀头和用于在盘条上布置盘刀的方法。 用于地面开挖的TBM刀头包括：从圆筒形刀头的主体（100）的上表面（110）向切割表面（10）突出的辐条（200）; 以及安装在所述轮辐（200）的表面上以挖掘所述切割面（10）的圆盘切割器（300）。 轮辐（200）包括：形成从上表面（110）的中心到上表面（110）的外周表面的具有预定宽度（D）的形状的多个主辐条（210）; 和形成在多个主轮辐（210）之间的辅助轮辐（220）。
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