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11. 发明授权

KR100864604B1 REINFORCING MEMBER FOR PRESTRESSED CONCRETE BEAM ENDS CONNECTION AND CONSTRUCTION METHOD THEREWITH 有权
标题翻译：预制混凝土梁结构件的加固构件及其施工方法
公开(公告)号：KR100864604B1
公开(公告)日：2008-10-22
申请号：KR20080046053
申请日：2008-05-19
申请人： CROSS STRUCTURAL CONSULTANT CO
发明人： KIM JEOM HAN
IPC分类号： E04B1/30 , E04C5/02
CPC分类号： E04B1/215 , E04B1/22 , E04B1/30 , E04B2001/2415 , E04B2001/2439 , E04B2001/2457 , E04C5/08 , E04C5/166 , E04C5/18 , Y10T403/555 , Y10T403/5766
摘要： A reinforcement member for connecting ends of reinforced concrete beams and a construction method of a structure using the reinforcement member for connecting ends of reinforced concrete beams are provided to transfer stress effectively and to increase the connection efficiency with other structures. A reinforcement member(100) for connecting ends of reinforced concrete beams comprises a buried reinforcement member installed to be buried under a reinforced concrete beam(200) to disperse and transfer stress occurring by load added on the reinforced concrete beam to an end reinforcement member and a connection reinforcement member and to reinforce the end of the reinforced concrete beam and attached with a stud which is a shear connector, an end reinforcement member connected to the front of the buried reinforcement member and installed to contact with the surface of one end of the reinforced concrete beam, and a connection reinforcement member(130) formed to be projected to the front of the end reinforcement member to be symmetric with respect to the buried reinforcement member. A construction method of a structure using the reinforcement member for connecting ends of reinforced concrete beams comprises the steps of installing a steel-frame column as a column structure and installing a connection member(400) to the flange, installing a reinforced concrete beam provided with a reinforcement member for connecting ends of reinforced concrete beams to a target structure, and then forming a deck slab for construction of a building structure.
摘要翻译：提供了用于连接钢筋混凝土梁的端部的加强构件和使用用于连接钢筋混凝土梁的端部的加强构件的结构的施工方法，以有效地传递应力并增加与其他结构的连接效率。用于连接钢筋混凝土梁的端部的加固构件（100）包括埋设的加强构件，其被埋置在钢筋混凝土梁（200）下面，以将施加在钢筋混凝土梁上的载荷发生的应力分散并传递到端部加强构件，连接加强构件，并且用于加固钢筋混凝土梁的端部并且附接有作为剪切连接器的螺柱，端部加强构件，其连接到埋设的加强构件的前部并且安装成与所述第一端部的一端的表面接触钢筋混凝土梁，以及连接加强构件（130），其形成为相对于埋设的加强构件对称地突出到端部加强构件的前部。使用钢筋混凝土梁的连接端部的加强构件的结构的构造方法包括以下步骤：将钢框架柱安装为柱结构，并将连接构件（400）安装到凸缘上，安装钢筋混凝土梁用于将钢筋混凝土梁的端部连接到目标结构的加强构件，然后形成用于建筑结构的建筑物的甲板板。

12. 发明授权

KR100847547B1 철근 콘크리트 구조물의 전단보강용 장치 및 철근 콘크리트구조물의 시공방법 有权
标题翻译：加固混凝土结构的剪切加固装置和加固混凝土结构的方法
公开(公告)号：KR100847547B1
公开(公告)日：2008-07-21
申请号：KR1020070106489
申请日：2007-10-23
申请人： 조홍동
发明人： 조홍동
IPC分类号： E04C5/07 , E04C5/02 , E04C3/30
摘要： A shear reinforcing apparatus of a reinforced concrete structure and a construction method of a reinforced concrete structure are provided to prevent the brittle fracture of a reinforced concrete structure by repeated load such as seismic load by increasing strength on axial load by resistance enlargement effect and restraint effect of tensile stress. A shear reinforcing apparatus of a reinforced concrete structure comprises many main reinforcing bars(5) arranged in the shape of a cylinder or a prism at regular intervals, many positioning spacers(10) coupled with rings(S) and connecting one of the main reinforcing bar with another main reinforcing bar to keep the arranged main reinforcing bars at regular intervals, a fixture provided with joints coupled to the main reinforcing bars and many projections(D) formed at regular intervals, and rope type fiber reinforced polymer bars(15) arranged to the main reinforcing bars by forming knots on the projections of the fixture or the main reinforcing bars at regular intervals. A construction method of a reinforced concrete structure comprises the steps of: arranging plural reinforcing bars to the inside of a form, and mounting positioning spacers to the main reinforcing bars; attaching fixtures to the arranged main reinforcing bars; applying tensile force to the main reinforcing bars attached with the fixtures using fiber reinforced polymer bars and winding round the main reinforcing bars while tying knots to projections of the fixtures or the main reinforcing bars at regular intervals; and placing concrete to a form and curing the concrete, and then stripping off the form.
摘要翻译：提供了一种钢筋混凝土结构的剪力加固装置和钢筋混凝土结构的施工方法，通过阻力增大效应和约束效应，通过增加轴向载荷的强度来防止钢筋混凝土结构的重力荷载如地震荷载的脆性断裂的拉伸应力。钢筋混凝土结构的剪切增强装置包括许多主要的钢筋（5），其以规则的间隔布置成圆柱体或棱镜的形状，许多定位间隔件（10）与环（S）联接并且连接主增强具有另一个主要钢筋以保持规则间隔地布置的主要钢筋，设置有连接到主钢筋的接头和多个以规则间隔形成的多个突起（D）的固定装置，以及布置有绳型纤维增强聚合物棒（15）通过在固定件或主要钢筋的突起上以规则的间隔形成结，到主钢筋。一种钢筋混凝土结构的施工方法，其特征在于包括：将多根钢筋配置在模板内部，将定位垫片安装在主钢筋上; 将固定装置安装到所配置的主钢筋上; 使用纤维增强聚合物棒对附着在固定装置上的主钢筋施加张力，并且在固定装置或主钢筋的突起以规则的间隔缠绕在主钢筋上; 并将混凝土置于一种形式并固化混凝土，然后剥离形式。

13. 发明授权

KR100822369B1 철근 콘크리트 구조물의 안전진단을 위한 철근부식확인장치 有权
标题翻译：设备在钢轨上检查
公开(公告)号：KR100822369B1
公开(公告)日：2008-04-16
申请号：KR1020070124924
申请日：2007-12-04
申请人： (재)한국건설안전기술원
发明人： 김경진
IPC分类号： E04C5/02 , G01L9/06 , G01L9/00
摘要： A device for checking the corrosion of a reinforcing bar for safety diagnosis of a reinforced concrete structure is provided to take proper measures by checking the corrosion of a reinforcing bar instantly. A device for checking the corrosion of a reinforcing bar for safety diagnosis of a reinforced concrete structure comprises plural support members(300,300') fixed to a reinforcing bar(100) to be detachable and provided with fastening joints(310,310'), vertical grooves and magnetic projections(330,330'), a housing(400) inserted to the reinforcing bar, supported by the support members and composed of an outer case(410) provided with a through hole(411) penetrated with the reinforcing bar and an insertion unit corresponded to the fastening joints of the support member, and an elastic inner cap(420) formed in the outer case to cover the outside of the reinforcing bar coupled to the outer case, a pressure sensor(500) measuring the corrosion of the reinforcing bar, and installed between the outer case and the inner case to measure the expansion of the inner cap, a control unit(600) connected with the pressure sensor and outputting alarm signals if the inner cap expands beyond the pre-inputted standard value, and an output device(700) connected with the control unit and composed of a display device outputting the data outputted data from the control unit visually and a voice output unit sounding an alarm according to the alarm signals outputted from the control unit.
摘要翻译：提供了用于检查用于钢筋混凝土结构的安全诊断的钢筋的腐蚀的装置，以通过立即检查钢筋的腐蚀来采取适当的措施。用于检查用于钢筋混凝土结构的安全诊断的钢筋的腐蚀的装置包括固定到可拆卸的钢筋（100）的多个支撑构件（300,300'），并且设置有紧固接头（310,310'），垂直槽和磁突起（330,330'），插入到钢筋中的壳体（400），由支撑构件支撑并由设置有穿过钢筋的通孔（411）的外壳（410）构成，并且插入单元对应以及形成在所述外壳中的弹性内盖（420），以覆盖连接到所述外壳的所述钢筋的外侧，测量所述钢筋的腐蚀的压力传感器（500）并且安装在外壳和内壳之间以测量内盖的膨胀;控制单元（600），其与压力传感器连接，并且如果内盖扩展超过预先输入的，则输出报警信号以及与控制单元连接的输出装置（700），其由从视觉输出来自控制单元的数据输出数据的显示装置和根据从控制单元输出的报警信号发出报警的语音输出单元组成。

14. 发明授权

KR100743936B1 콘크리트 구조물 내진 및 보수보강용 하니콤형 보강재 有权
标题翻译： 콘크리트구조물내진및보수보강용하니콤형보강재
公开(公告)号：KR100743936B1
公开(公告)日：2007-07-30
申请号：KR1020060089931
申请日：2006-09-18
申请人： 박홍욱 , (주)세라켐
发明人： 박홍욱
IPC分类号： E04C5/02 , E01D22/00 , E04G23/02
摘要： A honeycomb type reinforcement member is provided to maximize earthquake resistance and repair/reinforcement effects for various concrete structures by dispersing the effect of stress distribution on a structure and increasing structural performance such as tensile strength, compressive strength, flexural strength, crack resistance, shear strength, impact resistance and ductility. The invention relates to a honeycomb type reinforcement member(10) for earthquake-proofing, repairing and reinforcing a concrete structure such as a pier, a tunnel, etc., which includes honeycomb type through holes(12) formed continuously and plural strap members composed of bent pieces(14a) corresponding to three sides of a regular hexahedron and straight pieces(14b) corresponding to one side of a regular hexahedron, wherein the honeycomb type reinforcement member forms a honeycomb structure by arranging the strap members repeatedly and continuously as much as the appointed width by putting opposite to each other by a pair in the width direction and welding each contact surface.
摘要翻译：通过分散应力分布对结构的影响和增加结构性能如抗拉强度，抗压强度，抗弯强度，抗裂性，剪切强度，提供蜂窝型增强件，以最大限度地提高各种混凝土结构的抗震性能和修补/增强效果，抗冲击性和延展性。本发明涉及一种用于防震，修补和加固诸如码头，隧道等的混凝土结构的蜂窝型增强构件（10），其包括连续形成的蜂窝式通孔（12）和多个构成的带构件与正六面体的三条边相对应的弯曲件（14a）和与正六面体的一条边相对应的直线件（14b），其中所述蜂窝型增强件通过重复和连续地布置所述带构件而形成蜂窝结构通过在宽度方向上彼此相对地放置指定的宽度并焊接每个接触表面。

15. 发明授权

KR102255153B1 실내 바닥 미장층의 균열 차단 장치 有权
公开(公告)号：KR102255153B1
公开(公告)日：2021-05-24
申请号：KR1020190110695
申请日：2019-09-06
申请人： 주식회사 엘에이치수지기공
发明人： 황선출
IPC分类号： E04C5/02 , E04C5/07 , E04F15/12
摘要： 본발명은실내바닥에서벽체또는기둥등의모서리부위에서응력이집중되어그 응력에의해바닥미장층의균열이예상되는부분에설치함으로써바닥미장층으로균열이확산되는것을방지하도록한 실내바닥미장층의균열차단장치에관한것이다. 따라서, 본발명은벽체등의모서리부위에서응력의집중현상에의하여발생된균열이미장층의표면을따라확산되지못하도록모시리부위를마주보는곡면의벽체와, 상기곡면의벽체로부터수평의판 형태로연장되면서그 연장된부위에균열의확산을방지하기위한타수의관통홀이형성된몸체를형성함으로써균열된부위로전달되는응력을분산시켜균열의확산을방지하도록한 실내바닥미장층의균열차단장치를제공하는데그 목적이있다.

16. 发明授权

KR101767202B1 공포 스틸 소로 보강재 및 그 제조방법 有权
标题翻译：泡沫钢加强筋及其制造方法
公开(公告)号：KR101767202B1
公开(公告)日：2017-08-11
申请号：KR1020150114562
申请日：2015-08-13
申请人： 권오영
发明人： 권오영
IPC分类号： E04C5/02 , E04C1/00 , E04B1/58 , E04B1/19
摘要： 본발명은공포스틸소로보강재및 그제조방법에관한것으로서, 장여나살미, 첨차, 쇠서, 익공등 공포재(처마끝의무게를받치기위하여기둥머리에짜 맞추어지는부재)의하부에설치되는소로에있어서, 금속재질로제작되고, 상부에는공포재삽입홈이형성되며, 하부에는단턱결합부가형성되는상부소로; 및상기상부소로의하부에배치되면서상부끝단이단턱결합부에밀착되고, 하부모서리둘레에는경사면이형성되며, 금속재질로제작되는하부소로;로이루어진다. 본발명의실시예에따르면, 공포스틸소로보강재를상부소로및 하부소로를분리형성하면서금속재질로형성하여상부소로및 하부소로의제작과함께유지보수비용을절감할수 있을뿐만아니라상부소로와하부소로를원하는형상으로용이하게제작할수 있는효과가있다.
摘要翻译：本发明担心钢梭罗加固和，因为它涉及一种方法，用于制备，牛，其安装在jangyeo或萨尔米，cheomcha，soeseo的下部，ikgong这种恐惧材料（构件上的极头撞击到对准织接收檐的重量）由金属材料形成的上部，该上部具有形成在其上部的空隙插入槽和形成在其下部的阶梯式联接部分; 并且下部设置在上部的上部的下部并且与上端爪连接部紧密接触并且具有围绕其下边缘的倾斜表面。根据本发明的一个实施例，恐慌钢梭罗增强上部牛和到和分离形式的下梭罗的金属材料形成的上牛和不仅可以减少与生产低级牛作为上牛和下梭罗的维护成本可以很容易地制成所需的形状。

17. 发明公开

KR1020140004043A 내진 설계를 위한 시공성이 개선된 철근콘크리트 기둥의 띠철근 배근 방법 有权
标题翻译：改进加固混凝土柱的地震和建筑性能的侧向加固装置方法
公开(公告)号：KR1020140004043A
公开(公告)日：2014-01-10
申请号：KR1020130146198
申请日：2013-11-28
申请人： 경기대학교 산학협력단
发明人： 양근혁
IPC分类号： E04C5/02
摘要： The present invention relates to a structure for arranging reinforcing bars in a reinforced concrete column. Disclosed is the structure comprising: multiple main reinforcing bars installed to be longitudinally arranged at regular distances so that the rectangular structure of the reinforced concrete column is formed; outer tie bars installed to transversely surround the main reinforcing bars; multiple inner tie bars having both ends touching the main reinforcing bars and the outer tie bars and installed in parallel with the outer tie bars; and auxiliary tie bars having bent (hook) parts which are formed at the middle thereof, internally touch the main reinforcing bars, and are hung on the outer tie bars, and having both ends hung on the inner tie bar, thereby improving the ductility and seismic performance of the reinforced concrete column by preventing the inner tie bars from being unfastened, obtaining an economical and eco-friendly effect by innovatively reducing the amount of reinforcing bars required for the inner tie bars depending on simplifying the complicated arrangement of the inner tie bars in seismic designs for columns and the basements of buildings, and largely improving constructability for the arrangement of the reinforcing bars by securing the positions of the inner tie bars and by preventing the reinforcing bars from being dense by the inner tie bars when concrete is placed.
摘要翻译：本发明涉及一种用于在钢筋混凝土柱中设置钢筋的结构。公开的结构包括：多个主要钢筋，其安装成以规则的距离纵向布置，使得形成钢筋混凝土柱的矩形结构; 安装横向围绕主钢筋的外拉杆; 多个内连杆，其两端接触主钢筋和外连杆，并与外连杆平行安装; 并且具有形成在其中间的弯曲（钩）部分的辅助连杆在内部接触主钢筋，并且悬挂在外拉杆上，并且两端悬挂在内连杆上，从而提高延展性，通过防止内连杆脱开，钢筋混凝土柱的抗震性能，通过创新地减少内连杆所需的钢筋数量，取决于经济和环保的效果，这取决于简化内连杆的复杂布置在建筑物的立柱和地下室的抗震设计中，通过固定内部连接杆的位置并防止当混凝土被放置时内侧连接杆的加强杆被致密化，从而大大提高了钢筋排列的结构性。

18. 发明授权

KR101191742B1 구조용 강판 철근 및 이를 이용한 기둥 구조 有权
标题翻译：使用它的结构和柱结构的钢板
公开(公告)号：KR101191742B1
公开(公告)日：2012-10-15
申请号：KR1020100114077
申请日：2010-11-16
申请人： 재단법인 포항산업과학연구원
发明人： 최인락 , 김진호
IPC分类号： E04C5/04 , E04C5/02 , E04C3/30
摘要： 본 발명은 철근 가공 및 배근 작업을 생략하여 경제적이면서도 시공이 간편한 구조를 제공하며, 이동 및 설치가 용이하면서도 구조적 성능이 우수한 기둥 구조를 제공하기 위하여, 강판이 연장되어 있는 평탄부(120a, 120b) 및 개구(114a, 114b, 114c)가 형성되어 있는 굴곡부를 포함하며, 상기 평탄부(120a, 120b)와 굴곡부는 동일 평면상에 형성되어 있으며, 상기 개구(114a, 114b, 114c)가 형성되어 있는 굴곡부는 상기 평면의 일면으로으로 돌출된 제 1 돌출면(110a, 110b, 110c)과 다른 일면으로 돌출된 제 2 돌출면(113a, 113b, 113c)을 포함하며, 상기 개구(114a, 114b, 115c)는 상기 제1 돌출면(110a, 110b, 110c)과 제 2 돌출면(113a, 113b, 113c) 사이에 형성되는 것을 구조물용 강판 철근(100, 100')을 제공한다.

19. 发明公开

KR1020120020042A 철근 콘크리트 구조물용 철근 격자망 및 이의 제조방법 无效
标题翻译：混凝土结构中的焊丝和其制造方法
公开(公告)号：KR1020120020042A
公开(公告)日：2012-03-07
申请号：KR1020110036272
申请日：2011-04-19
申请人： 한국철강산업(주)
发明人： 최성림
IPC分类号： E04C5/02 , E04C5/16
摘要： PURPOSE: A reinforcement mesh for a reinforced concrete structure and a manufacturing method thereof are provided to reduce the number of binding wires and seams and implement bar arrangement within a short time. CONSTITUTION: A reinforcement mesh for a reinforced concrete structure comprises a plurality of vertical reinforcing bars(10a), a plurality of horizontal reinforcing bars(10b), and couplers(20). The vertical and horizontal reinforcing bars are arranged in vertical and horizontal directions and welded together. The vertical reinforcing bars have upper and lower male threads(12a,12b). The couplers have a hollow shape formed with female threads to be coupled with the upper male threads.
摘要翻译：目的：提供一种用于钢筋混凝土结构的钢筋网及其制造方法，以减少装配线和接缝的数量，并在短时间内实施杆装置。构成：用于钢筋混凝土结构的钢筋网包括多个垂直钢筋（10a），多个水平钢筋（10b）和联接器（20）。垂直和水平钢筋沿垂直和水平方向布置并焊接在一起。垂直钢筋具有上和下阳螺纹（12a，12b）。耦合器具有中空形状，形成有与上阳螺纹连接的阴螺纹。

20. 发明公开

KR1020110132102A 와이어로프 망의 제작을 위한 와이어로프 결속구조 有权
标题翻译：用于生产线绳网的钢丝绳绑扎结构
公开(公告)号：KR1020110132102A
公开(公告)日：2011-12-07
申请号：KR1020100051932
申请日：2010-06-01
申请人： 크린파워(주)
发明人： 박길순 , 유재순 , 정진석
IPC分类号： E04C5/02 , E04C5/16
摘要： PURPOSE: A wire rope binding structure for producing a wire rope mesh is provided to improve the production of a wire rope mesh by reducing time required for the binding work of wire ropes. CONSTITUTION: A wire rope binding structure for producing a wire rope mesh comprises fixing pieces(10) and wire ropes(20). The fixing pieces are composed of a band-shaped metal material. Semicircular recess parts(11) are consecutively formed in the fixing pieces at uniform intervals by bending the fixing pieces. Protruded parts(12) are integrally connected to the recess parts. Each wire rope is formed by twisting wires(21) having the same diameter as each other. The wire ropes are placed in the recess parts of the fixing pieces.
摘要翻译：目的：提供一种用于生产钢丝绳网的钢丝绳绑扎结构，以减少钢丝绳网的生产，减少钢丝绳捆扎作业所需的时间。构成：用于生产钢丝绳网的钢丝绳绑扎结构包括固定件（10）和钢丝绳（20）。固定片由带状金属材料构成。通过弯曲固定片，以均匀的间隔将半圆形凹部（11）连续地形成在固定片上。突起部件（12）与凹部一体地连接。每个钢丝绳由具有彼此相同直径的线（21）形成。钢丝绳放置在固定件的凹部中。

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