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公开(公告)号：KR101285107B1
公开(公告)日：2013-07-17
申请号：KR1020120150820
申请日：2012-12-21
Applicant: 한국건설기술연구원
Abstract: 본 발명은 커터링의 경도를 향상시켜 충격 저항성을 향상시키는 반면 마모를 저감시키기 위한 ＴＢＭ용 고경도 디스크 커터링의 다상 복합주강 조성물에 관한 것이다. 본 발명은 ＴＢＭ용 디스크 커터링의 제조를 위한 합금 조성에서, 전체 조성물의 총 중량에 대하여 Si 0.3wt％, Mn 1.3wt％, V 1.0wt％, C 0.3∼0.45wt％, Mo 2wt％에 대하여 B 0.01∼0.03wt％을 첨가하고 잔부 Fe로 조성하고 930℃를 3시간 유지하는 풀림공정, 860℃를 3시간 유지하는 소입공정 및 냉각 후 290℃를 2시간 유지한 후 재냉각하는 염욕공정을 포함하는 염욕담금질 열처리방법에 의해, 커터링의 경도, 내마모성 및 내충격성을 향상시켜 커터의 마모와 파손을 최소화할 수 있는 특징이 있다.
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公开(公告)号：KR1020130072178A
公开(公告)日：2013-07-01
申请号：KR1020120150818
申请日：2012-12-21
Applicant: 한국건설기술연구원
IPC: E21D11/08
CPC classification number: E21D11/083 , E21D9/06 , E21D11/086 , E21D11/40
Abstract: PURPOSE: An assembly device of precast segments, an assembly method of the precast segments using the same, and a tunnel lining structure thereby are provided to easily and rapidly perform the assembly connection between precast segments. CONSTITUTION: An assembly device of precast segments comprises a first embedment body (10), a second embedment body (20), and a connection rod (30). The first and second embedment bodies comprise an end finishing plate (3) including a container type main body (2) and a protrusion insertion member (4). Both ends of the connection rod are individually inserted into the main body of the first embedment body and the main body of the second embedment body. When the adjacent precast segments are pressurized, the both ends of the connection rod are connected to the embedment bodies so that the precast segments are successively connected.
Abstract translation: 目的：提供预制节段的组装装置，使用其的预制构件的组装方法以及隧道衬砌结构，以便容易且快速地执行预制构件之间的组装连接。 构成：预制段的组装装置包括第一嵌入体（10），第二嵌入体（20）和连接杆（30）。 第一和第二嵌入体包括包括容器型主体（2）和突起插入构件（4）的端部精加工板（3）。 连接杆的两端分别插入第一嵌入体的主体和第二嵌入体的主体。 当相邻的预制区段被加压时，连接杆的两端连接到嵌入体，使得预制段连续地连接。
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公开(公告)号：KR101230261B1
公开(公告)日：2013-02-06
申请号：KR1020110140949
申请日：2011-12-23
Applicant: 한국건설기술연구원
CPC classification number: G06F17/5086 , E21D9/06
Abstract: PURPOSE: A method for designing TBM(Tunnel boring Machine) specifications by using a statistical model based on a database is provided to enable reliable TBM manufacture even in an uncertain excavation target ground condition by calculating and designing the maximum specification of an TBM based on a database by past TBM design/construction results. CONSTITUTION: TBM design and construction result information is formed into a database. TBM specifications of the database and information related to the design of a cutter head installed in a TBM are statistically analyzed. The maximum thrust, maximum torque, and operating power of the TBM, the maximum revolution of the cutter head, the number/average intervals of disk cutters, an optimal design condition of the cutter head are estimated based on a statistical analysis result of the database and design conditions of the TBM and the disk cutter. A cutter interpenetration depth, satisfying the capacity of the disk cutter applied to the optimal design condition, is calculated. [Reference numerals] (AA) Inputting design conditions; (BB) Estimating essential TBM specifications; (CC) Estimating an optimal design condition of a TBM cutter head; (DD) Supposing the maximum cutter interpenetration depth per one rotation of the cutter head; (EE) Checking the capacity of a disk cutter(using a cutter force prediction model); (FF) Calculating a target cutter interpenetration depth satisfying the maximum TBM specifications; (GG) Checking the maximum TBM capacity; (HH) Calculating a drilling rate; (II,KK) No; (JJ,LL) Yes
Abstract translation: 目的：通过使用基于数据库的统计模型设计TBM（隧道掘进机）规格的方法，通过计算和设计基于一个TBM的TBM的最大规格，即使在不确定的挖掘目标地面条件下也能实现可靠的TBM制造 数据库通过TBM设计/施工结果。 规定：TBM设计和施工结果信息形成数据库。 统计分析了数据库的TBM规格和安装在TBM中的刀头设计相关信息。 根据数据库的统计分析结果，可以估计TBM的最大推力，最大扭矩和操作功率，刀头的最大转速，盘式铣刀的数量/平均间隔，刀头的最佳设计条件 以及TBM和圆盘切割机的设计条件。 计算满足适用于最佳设计条件的圆盘切割机的能力的切割器相互渗透深度。 （附图标记）（AA）输入设计条件; （BB）估算必要的TBM规格; （CC）估计TBM刀头的最佳设计条件; （DD）假设刀头每转一圈的最大刀具互穿深度; （EE）检查圆盘切割机的容量（使用切割力预测模型）; （FF）计算满足最大TBM规格的目标刀具互穿深度; （GG）检查最大TBM容量; （HH）计算钻井率; （二，KK）否 （JJ，LL）是的
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公开(公告)号：KR101212259B1
公开(公告)日：2012-12-12
申请号：KR1020100098383
申请日：2010-10-08
Applicant: 한국건설기술연구원
IPC: E01D19/12 , E01D22/00 , E04C3/293 , E04G11/48 , E04C5/16 , E01D101/24 , E01D101/40
Abstract: 프리캐스트방식으로제작된합성바닥판및 그제작방법이제시되며, 상기합성바닥판은하부수평판상면중앙으로부터상방으로연장된수직판이파형굴곡판으로구성되어역 T형으로형성되며, 횡방향으로다수이격배치된파형굴곡판으로형성된보강재; 및상기하부수평판의저면이외부로노출되어매립되도록형성된바닥판몸통부;를포함하여파형굴곡판으로형성된보강재는파형굴곡판을이용하여제작함으로써콘크리트와의합성능력이증진되어시공성저하의요인이되는스터드와같은전단연결재설치공종을생략할수 있는효과가있게되며, 바람직하게는바닥판몸통부를콘크리트가아닌 FRP 재질로제작할수 있도록하되, 이러한바닥판몸통부는몰드에의한성형과정시경량화를위한중공부를두며, 파형굴곡판으로형성된보강재를설치하기위하여바닥판몸통부하면에보강재용홈을형성시키고, 홈에보강재를간단히삽입설치하며, 이때보강재가고정될수 있도록접착제를사용하게되며, 이러한접합은바닥판몸통부와보강재의합성작용을위해요구되는부착성능을충분히확보될수 있게한다.
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55.发明公开
公开(公告)号：KR1020110053895A
公开(公告)日：2011-05-24
申请号：KR1020100066974
申请日：2010-07-12
Applicant: 한국건설기술연구원
CPC classification number: E02D3/10 , E02D3/12 , E02D27/28 , E02D2300/002 , E02D2300/0021
Abstract: PURPOSE: A construction method of a block type underground grout structure including vacuum drain hole formation and grout injection direction control by vacuum drainage is provided to construct a complete underground grout structure without discontinuities. CONSTITUTION: A construction method of a block type underground grout structure including vacuum drain hole formation and grout injection direction control by vacuum drainage is as follows. Injection holes(10) and vacuum drain holes(20) are bored at certain intervals in the ground. The vacuum drain holes are made into vacuum state while injecting grout into the injection holes, thereby leading the grout injected into the injection holes toward the vacuum drain holes. Bulbs are formed by the grout which flows from the injection holes toward the vacuum drain holes. Grout is injected in the vacuum drain holes so that an underground grout structure is formed.
Abstract translation: 目的：提供一种包括真空排水孔形成的块式地下灌浆结构和真空排水灌浆方向控制的施工方法，构建完整的地下灌浆结构，不间断。 构成：通过真空排水孔形成排水孔和灌浆方向控制的块式地下灌浆结构的施工方法如下。 喷射孔（10）和真空排放孔（20）在地面上以一定间隔钻孔。 在将注浆孔注入到注入孔中时，使真空排放孔成为真空状态，从而将注入孔的注浆孔引向真空排泄孔。 灯泡由从喷射孔流向真空排放孔的浆料形成。 将灌浆注入真空排水孔，形成地下灌浆结构。
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Patent Agency Ranking
公开(公告)号：KR1020100136135A
公开(公告)日：2010-12-28
申请号：KR1020090054335
申请日：2009-06-18
Applicant: 한국건설기술연구원
CPC classification number: G01N3/02 , G01L1/18 , G01L1/22 , G01N3/08 , G01N2203/003
Abstract: PURPOSE: A drawing test machine for a rock bolt is provided to accurately measure the drawing force of a pure rock bolt with excluding influence due to shear force or bending. CONSTITUTION: A drawing test machine for a rock bolt comprises a support frame(11), a pulling shaft(12), a cradle member(13), and a pulling cylinder(14). The support frame is installed on the surface to support the device. A connecting rod(121) is formed on the lower end of the pulling shaft to hold the upper end of a rock bolt(2). The cradle member is installed on the support frame. The pulling cylinder comprises a sphere convex part(141) corresponding to the concave part of the cradle member. The pulling cylinder applies the pulling load on the pulling shaft.
Abstract translation: 目的：提供一种用于岩石锚杆的拉拔试验机，以精确测量纯岩石锚杆的拉力，不受剪切力或弯曲影响。 构成：用于岩石螺栓的拉伸试验机包括支撑框架（11），牵引轴（12），支架构件（13）和拉动缸（14）。 支撑框架安装在表面上以支持设备。 在牵引轴的下端形成连杆（121），以固定岩石栓（2）的上端。 支架构件安装在支撑架上。 牵引缸包括对应于托架构件的凹部的球形凸部（141）。 牵引缸将牵引负载施加在牵引轴上。
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公开(公告)号：KR1020100100348A
公开(公告)日：2010-09-15
申请号：KR1020090019185
申请日：2009-03-06
Applicant: 한국건설기술연구원
Abstract: PURPOSE: A steel lattice girder, which reinforces or supports the excavation surface of a tunnel, and a coupler for the same are provided to improve workability by reducing the weight of an H-steel support material. CONSTITUTION: A steel lattice girder comprises a first bar contact part, a second bar contact part, a third bar contact part, a first slope, and a second declined part. The first bar contact part is combined with a first bar(11). The second and the third bar contact part are combined with a second bar(12) and a third bar(13) at the first bar contact part. Two first slopes interlink with the first bar contact part and the second bar contact part at a tilt. The second declined part interlinks with the first bar contact part and the third bar contact part at a tilt.
Abstract translation: 目的：提供一种加强或支撑隧道开挖面的钢格栅梁及其耦合器，以通过减少H钢支撑材料的重量来提高加工性能。 构成：钢格栅梁包括第一杆接触部分，第二杆接触部分，第三杆接触部分，第一坡度和第二倾斜部分。 第一杆接触部分与第一杆（11）组合。 第二和第三杆接触部分在第一杆接触部分处与第二杆（12）和第三杆（13）组合。 两个第一斜面以倾斜方式与第一杆接触部分和第二杆接触部分相互连接。 第二倾斜部分以倾斜方式与第一杆接触部分和第三杆接触部分相互连接。
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公开(公告)号：KR1020100100080A
公开(公告)日：2010-09-15
申请号：KR1020090018766
申请日：2009-03-05
Applicant: 한국건설기술연구원
Abstract: PURPOSE: A jig for testing steel lattice girders and a loading test method for steel lattice girders using the jig are provided to stably support second and third bars of a triangle steel lattice girder from sides. CONSTITUTION: A jig for testing steel lattice girders comprises a main body(20) and a side fixing member(30). The main body provides a space(S) in which a triangle steel lattice girder(1) is placed in the shape of inverted triangle. The side fixing member is installed on the top of the main body and transformed in the transverse direction to fix a side of the triangle steel lattice girder.
Abstract translation: 目的：提供用于钢格子桁架测试的夹具和使用夹具的钢格桁架的载荷试验方法，从侧面稳定地支撑三角钢格子梁的第二和第三条。 构成：用于测试钢格栅梁的夹具包括主体（20）和侧固定构件（30）。 主体提供了三角形钢格子梁（1）以倒三角形的形状放置的空间（S）。 侧固定构件安装在主体的顶部并沿横向方向变形以固定三角钢格栅梁的一侧。
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公开(公告)号：KR1020090070214A
公开(公告)日：2009-07-01
申请号：KR1020070138138
申请日：2007-12-27
Applicant: 한국건설기술연구원
Abstract: A method for estimating stress in a tunnel shotcrete lining is provided to measure the stress on any shape of tunnel cross section and to reduce the measuring time and cost by not using stress sensor. A method for estimating stress in a tunnel shotcrete lining comprises a step of punching a measurement hole(1) in a shotcrete lining(10) at the measuring point of the tunnel cross section, a step of measuring the diameter of the measurement hole while performing excavation of tunnel and measuring the diameter variation of the measurement hole at each procedure of the tunnel excavation, and a step of reading the applied stress value of the shotcrete lining corresponding to the diameter variation of the measurement hole based on a database which is established based on data about the relation between the applied stress of the shotcrete lining and the diameter change of the measurement hole.
Abstract translation: 提供隧道喷浆混凝土衬砌中应力估算方法，以测量任何形状的隧道横截面上的应力，并通过不使用应力传感器来减少测量时间和成本。 用于估计隧道喷浆混凝土衬里中的应力的方法包括在隧道横截面的测量点处冲压喷射混凝土衬里（10）中的测量孔（1）的步骤，在执行测量孔时测量测量孔的直径的步骤 挖掘隧道并测量隧道掘进的每个程序的测量孔的直径变化，以及基于建立的数据库读取与测量孔的直径变化相对应的喷浆混凝土衬里施加的应力值的步骤 关于喷射混凝土衬里的施加应力与测量孔的直径变化之间的关系的数据。
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公开(公告)号：KR1020090024018A
公开(公告)日：2009-03-06
申请号：KR1020070089192
申请日：2007-09-03
Applicant: 한국건설기술연구원
CPC classification number: Y02A90/342
Abstract: An electrical resistivity survey device is provided to measure an inner structure and a hydrous state of a ground at the same time by integrating a moisture sensor with an electrode unit for measuring resistance. An electrode unit(100) for measuring resistance measures resistivity inside the ground. A moisture sensor(200) senses the hydrous state inside the ground. The hydrous state of the ground is determined by the potential of the water included in the ground. The electrode unit for measuring the resistance and the moisture sensor are integrated as one body. The electrode unit for measuring the resistance and the moisture sensor are connected through a cable(110). A controller(300) produces the structure and the hydrous state inside the ground by analyzing a signal of the electrode unit and the moisture sensor. A display unit(600) displays data about the structure and the hydrous state inside the ground produced by the controller to the outside. A key operating unit(700) inputs the command signal for outputting the data about the structure and the hydrous state inside the ground.
Abstract translation: 提供一种电阻率测量装置，用于通过将水分传感器与用于测量电阻的电极单元集成来同时测量地面的内部结构和含水状态。 用于测量电阻的电极单元（100）测量地面内的电阻率。 水分传感器（200）感测地面内的含水状态。 地面的含水状态由地下水中的水势决定。 用于测量电阻的电极单元和水分传感器被集成为一体。 用于测量电阻的电极单元和水分传感器通过电缆（110）连接。 控制器（300）通过分析电极单元和水分传感器的信号来产生地下的结构和含水状态。 显示单元（600）将由控制器产生的地面内的结构和含水状态的数据显示到外部。 键操作单元（700）输入用于输出关于地面内的结构和含水状态的数据的命令信号。
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