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公开(公告)号：KR1020140056865A
公开(公告)日：2014-05-12
申请号：KR1020120123242
申请日：2012-11-01
Applicant: 한국건설기술연구원
CPC classification number: G02B6/4429 , G01L1/246 , G02B6/02076 , G02B6/4415 , G02B6/4432
Abstract: The present invention relates to a method for manufacturing a strand and a strand manufactured by the method, which is easy to manufacture and achieves high quality by assuring high measurement precision of a linear sensor by preventing the linear sensor from being damaged, by using a core of a structure capable of preventing crack, deformation and damage of an FRP because the linear sensor is buried in the FRP with excellent durability and a steel is covered on the outer circumference of the FRP. In the present invention, a strand is manufactured by: manufacturing an FRP rod (10) in which a linear sensor (3) is buried; manufacturing a core (1) by coating the outer circumference of the FRP rod (10) with a steel sheath (20); and arranging a surrounding steel (2) around the core and then performing a work of twisting the surrounding steel (2). The linear sensor (3) is buried inside, and a plurality of surrounding steels (2) are twisted around the core (1) of the strand.
Abstract translation: 本发明涉及一种通过该方法制造的股线和股线的制造方法，其特征在于，通过使用芯部来防止线性传感器的损伤，通过确保线性传感器的高测量精度而易于制造和实现高质量 能够防止FRP的裂纹，变形和损伤的结构，因为线性传感器被埋在具有优异的耐久性的FRP中，并且钢被覆在FRP的外周上。 在本发明中，通过以下方式制造线材：制造其中埋设有线性传感器（3）的FRP棒（10） 通过用钢护套（20）涂覆FRP杆（10）的外周来制造芯（1）; 并且围绕所述芯部布置周围的钢（2），然后进行扭曲所述周围钢（2）的工作。 线性传感器（3）被埋在内部，并且多个周围的钢（2）围绕股线的芯（1）扭转。
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公开(公告)号：KR1020140055863A
公开(公告)日：2014-05-09
申请号：KR1020120123239
申请日：2012-11-01
Applicant: 한국건설기술연구원
Abstract: The present invention relates to a manufacturing method for a strand and a strand manufactured by the same. In the manufacturing method for a strand, a core wire where a linear sensor such as an optical fiber sensor is embedded in the center thereof is placed in the center, multiple surrounding steel wires are placed around the core wire, and then a strand is manufactured by winding the surrounding steel wires. The strand can have a high accuracy in measurement by firmly integrating the linear sensor with the core wire, can be easily manufactured, and can provide excellent quality by removing concerns over damage to the linear sensor. In the present invention, prepared are a first semi-cross section unit (10) and a second semi-cross section unit (20) where a core wire (1) having a circular cross section is made when the planes thereof are in contact with each other. A concave unit (11) is lengthily extended in the center of the plane of the first semi-cross section unit (10). A linear sensor (3) is placed in the concave unit (11), and an adhesive is filled in the concave unit (11). The core wire (1) is formed by making the plane of the second semi-cross section unit (20) be in contact with the plane of the first semi-cross section unit (10). Surrounding steel wires (2) are placed around the core wire (1) and are wound.
Abstract translation: 本发明涉及一种由其制造的线股和股线的制造方法。 在线束的制造方法中，在其中央放置有诸如光纤传感器的线性传感器的芯线放置在中心，围绕芯线放置多个围绕的钢丝，然后制造线 通过缠绕周围的钢丝。 通过将线性传感器与芯线牢固集成，可以很容易地制造线束，并且可以通过消除对线性传感器的损伤的担忧来提供优异的品质。 在本发明中，准备了第一半横截面单元（10）和第二半剖面单元（20），其中当其平面与...相接触时制成具有圆形截面的芯线（1） 彼此。 凹部（11）在第一半剖面单元（10）的平面的中心部分延伸。 将线性传感器（3）放置在凹形单元（11）中，并将粘合剂填充到凹形单元（11）中。 芯线（1）通过使第二半截面单元（20）的平面与第一半横截面单元（10）的平面接触而形成。 环绕钢丝（2）放置在芯线（1）周围并被卷绕。
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公开(公告)号：KR101339827B1
公开(公告)日：2013-12-11
申请号：KR1020120139136
申请日：2012-12-03
Applicant: 한국건설기술연구원
CPC classification number: E04B5/10 , E04B1/40 , E04B5/29 , E04C5/0645
Abstract: The present invention relates to a composite structure of a structural steel girder by a shear connector and concrete and a constructing method thereof and, more particularly, to a composite structure of a structural steel girder by a shear connector and concrete and a constructing method thereof capable of being easily assembled at the upper part of a web of the steel girder in which an upper flange is not existed to be integrated in a mechanical type without the welding, in which the sheer connection between the web of the steel girder and the concrete is strongly formed as the shear connector having an expansion shear key head with cross section expanded in a longitudinal direction of the steel girder is installed and a concrete unit is formed in order for the shear connector to be buried. The present invention provides the composite structure of the structural steel girder buried in the concrete and the concrete and the constructing method thereof by connecting the shear connector for delivering shear force between the concrete unit (200) and the steel girder (100) to the web. The shear connector comprises a pair of insertion plates (11) and an expansion shear key head unit (12), fixed to the web as the upper end of the web (110) of the steel girder (100) is inserted into a gap between insertion plates (11), and buried in the concrete (200) formed at the upper part of the web (110) of the steel girder (100).
Abstract translation: 本发明涉及一种通过剪切连接器和混凝土的结构钢梁的复合结构及其构造方法，更具体地，涉及一种通过剪切连接器和混凝土的结构钢梁的复合结构及其构造方法，其能够 容易地组装在钢梁的腹板的上部，其中不存在上凸缘而不进行焊接的机械类型，其中钢梁和混凝土的腹板之间的简单连接是 强力形成为具有在钢梁的纵向方向上具有横截面膨胀的膨胀剪切钥匙头的剪切连接器，并且形成一个混凝土单元以便剪切连接器被埋设。 本发明提供了埋在混凝土中的结构钢梁和混凝土的复合结构及其构造方法，其通过将用于在混凝土单元（200）和钢梁（100）之间输送剪切力的剪切连接器连接到网 。 剪切连接器包括一对插入板（11）和膨胀剪切键头单元（12），当钢梁（100）的腹板（110）的上端插入 插入板（11），并且埋在形成在钢梁（100）的腹板（110）的上部的混凝土（200）中。
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公开(公告)号：KR101203184B1
公开(公告)日：2012-11-20
申请号：KR1020100077809
申请日：2010-08-12
Applicant: 한국건설기술연구원
Abstract: 본 발명은 섬유를 함유하며 150MPa 이상의 압축강도를 가지는 초고성능 콘크리트(Ultra High Performance Concrete/UHPC)를 이용하되, 복수개의 링 형상 부재로 분할하여 제작한 후 이를 조립하여 맨홀 뚜껑을 이루도록 함으로써, 내구성이 우수하고 경제성이 좋으면서도 이동 및 취급이 용이하도록 구성한 신규한 맨홀 뚜껑에 관한 것이다. 본 발명에서는 UHPC로 제작되어 수평한 상면을 가지며 관통구멍이 형성되어 있어 링 형상을 가지는 복수개의 링부재와, UHPC로 제작되어 수평한 상면을 가지는 중앙부재(30)로 이루어지되; 상기 복수개의 링부재는, 관통구멍이 상면에서 하면으로 갈수록 구멍의 지름이 작아지도록 테이퍼지게 형성되어 오목부를 이루어서, 상기 오목부가 중앙에 형성되어 있는 복수개의 링부재가, 작은 링부재가 큰 링부재의 오목부에 놓여 겹치는 방식으로 배치되고; 상기 중앙부재(30)는 상면에서 하면으로 갈수록 지름이 좁아지는 테이퍼형 원뿔기둥의 형상을 가지고 있어, 가장 작은 링부재의 오목부에 안착되어 복수개의 링부재와 중앙부재(30)가 상면이 평평한 하나의 평면을 가지는 판형상의 맨홀 뚜껑(1)을 이루는 구조를 가지며 상기 링부재들과 상기 중앙부재(30)는 UHPC로 제작되는 조립식 초고성능 콘크리트 맨홀 뚜껑이 제공된다.
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Patent Agency Ranking
公开(公告)号：KR101162110B1
公开(公告)日：2012-07-03
申请号：KR1020100099821
申请日：2010-10-13
Applicant: 한국건설기술연구원
Abstract: 본 발명은 콘크리트에 강섬유를 첨가하여 보강함에 있어서, 강섬유를 이용하여 원통형의 망을 형성하고 이러한 원통형 강섬유 망을 거푸집에 배치한 후 콘크리트를 타설함으로써, 단편 형태의 강섬유를 콘크리트에 혼입할 때 강섬유의 방향성 생성 문제를 해결하면서도 원통형 강섬유 망에 의해 콘크리트의 강도를 보강할 수 있도록 하는 원통형 강섬유 망을 포함하여 보강된 콘크리트 구조물에 관한 것이다.
본 발명에서는, 강섬유가 격자형으로 배열된 망으로 이루어져 있되, 격자형 강섬유 망이 원통형으로 감겨져서 원기둥 형상을 이루고 있는 원통형 강섬유 망(1)이 거푸집(10) 내에 담겨진 상태에서 콘크리트가 타설되어, 상기 원통형 강섬유 망(1)이 콘크리트 내에 일체로 매립되는 구성을 가지 것을 특징으로 하는 강섬유 혼입 콘크리트 구조물이 제공된다.-
公开(公告)号：KR1020120038191A
公开(公告)日：2012-04-23
申请号：KR1020100099821
申请日：2010-10-13
Applicant: 한국건설기술연구원
Abstract: PURPOSE: A reinforced concrete structure having a cylindrical steel fiber mesh is provided to improve the strength of concrete by uniformly distributing steel fiber to the required parts of concrete. CONSTITUTION: A reinforced concrete structure having a cylindrical steel fiber mesh is composed as follows. Cylindrical steel fiber meshes(1) are formed by winding latticed steel fiber in a cylindrical shape. The cylindrical steel fiber meshes are put into a form(10). Concrete is placed in the form to integrally bury the steel fiber meshes in the concrete.
Abstract translation: 目的：提供一种具有圆柱形钢纤维网的钢筋混凝土结构，通过将钢纤维均匀地分配到混凝土的所需部分来提高混凝土的强度。 构成：具有圆柱形钢纤维网的钢筋混凝土结构如下。 圆柱形钢纤维网（1）通过将网格钢纤维缠绕成圆柱形形成。 将圆柱形钢纤维网格放入（10）中。 混凝土以将钢纤维网整体埋入混凝土的形式。
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公开(公告)号：KR101128363B1
公开(公告)日：2012-03-23
申请号：KR1020090120756
申请日：2009-12-07
Applicant: 한국건설기술연구원
Inventor： 조창빈
Abstract: 본 발명은, 초고성능 콘크리트를 이용하여 지면에 개방되는 맨홀의 개방구를 덮는 맨홀 뚜껑을 제작함에 있어서, 맨홀 뚜껑을 감는 밴드를 이용하여 횡방향으로 프리스트레스를 도입함으로써 인장강도를 보강한 신규한 구성의 맨홀 뚜껑에 관한 것이다.
구체적으로 본 발명에서는 원판 형상을 가지도록 UHPC로 제작된 본체(11)로 이루어지고;
중앙부에는 원판형 인장저항 강재(2)에 배치되어, UHPC를 타설할 때 상기 인장저항 강재(2)의 상부가 본체(11)에 일체로 매립된 상태로 구비되어 있으며;
상기 UHPC는, 시멘트, 실리카흄, 잔골재, 충전재, 감수제, 섬유 및 배합수로 이루어지고, 굵은 골재는 포함하지 아니하며 150MPa 이상의 압축강도를 가지는 UHPC인 것을 특징으로 하는 초고성능 콘크리트 맨홀 뚜껑이 제공된다.-
公开(公告)号：KR1020100039606A
公开(公告)日：2010-04-16
申请号：KR1020080098641
申请日：2008-10-08
Applicant: 한국건설기술연구원
CPC classification number: E02D5/34 , E02D13/10 , E02D2250/0023 , E02D2250/0076 , E02D2300/0029
Abstract: PURPOSE: A connection structure of a column member and a cast-in-place concrete pile and a construction method thereof are provided to reduce construction costs by minimizing the size of the cross section of the column member and the cast-in-place concrete pile. CONSTITUTION: A construction method of a cast-in-place concrete pile comprises following steps. A pipe member(10) is installed on the upper part of the cast-in-place concrete pile. The lower end of a pre-cast column inserted into the pipe member is integrated with a tip cap member(21). The lower surface of the tip cap member and the upper surface of the mounting member are connected to have corresponding shapes.
Abstract translation: 目的：提供柱构件和现浇混凝土桩的连接结构及其施工方法，通过最小化立柱构件和现浇混凝土桩的横截面尺寸来降低施工成本 。 构成：现浇混凝土桩的施工方法包括以下步骤。 管道构件（10）安装在现浇混凝土桩的上部。 插入到管构件中的预制柱的下端与顶盖构件（21）成一体。 顶盖构件的下表面和安装构件的上表面连接成相应的形状。
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公开(公告)号：KR1020100006870A
公开(公告)日：2010-01-22
申请号：KR1020080067173
申请日：2008-07-10
Applicant: 한국건설기술연구원
CPC classification number: E01D11/04 , E01D2/04 , E01D19/00 , E01D19/125
Abstract: PURPOSE: A cable stayed bridge equipped with a cross beam of a box structure is provided to reduce the construction period by forming a cross beam connected to an upper girder in a box structure. CONSTITUTION: A cable stayed bridge equipped with a cross beam of a box structure comprises a cross beam(100). The cross beam comprises a bottom plate(110) and a box portion. The bottom plate is vertically formed. The bottom plate is formed in a rectangular shape. The box unit is formed on the vertical bottom of the bottom plate in an reverse ladder shape. The box unit is extended to the horizontal direction of the bottom plate. The box unit comprises two side walls(121) and a lower flange(123). The side wall is inclinedly connected to both vertical sides. The lower flange closes the lower end of the side wall. A box type space(101) is formed on the bottom plate, the side walls, and the lower flange.
Abstract translation: 目的：提供一种配有箱体结构横梁的斜拉桥，通过形成连接到箱体结构中的上梁的横梁来缩短施工周期。 构成：配备有箱体结构的横梁的斜拉桥包括横梁（100）。 横梁包括底板（110）和箱体部分。 底板垂直成形。 底板形成为矩形。 箱体单元以反梯形形成在底板的垂直底部上。 箱单元延伸到底板的水平方向。 盒单元包括两个侧壁（121）和下凸缘（123）。 侧壁倾斜地连接到两个垂直侧。 下法兰封闭侧壁的下端。 在底板，侧壁和下凸缘上形成盒型空间（101）。
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