-
公开(公告)号：KR101225569B1
公开(公告)日：2013-01-24
申请号：KR1020100055960
申请日：2010-06-14
申请人： 코오롱글로벌 주식회사 , 주식회사 힐 엔지니어링
摘要： 본 발명은 전열·후열 말뚝 연결재에 관한 것으로, 구체적으로는 고가의 H빔으로 이루어지는 연결재를 저가의 환봉으로 대체함으로써, 공사비용을 감소시킬 수 있을 뿐만 아니라 상기 환봉을 엄지말뚝에 용이하게 결합시킬 수 있도록 함으로써, 공사기간을 단축시킬 수 있는 전열·후열 말뚝 연결재에 관한 것이다.
-
公开(公告)号：KR1020110136140A
公开(公告)日：2011-12-21
申请号：KR1020100055955
申请日：2010-06-14
申请人： 코오롱글로벌 주식회사 , 주식회사 힐 엔지니어링
摘要： PURPOSE: A structure for measuring the convergence of a tunnel and a method for measuring the convergence of a tunnel using the same are provided to manage the safety of a structure in real time after construction. CONSTITUTION: A structure for measuring the convergence of a tunnel comprises a reference frame and length displacement sensors(30). The reference frame is formed in a shape corresponding to the lining surface of a tunnel(T). The length displacement sensors are arranged on the reference frame at uniform intervals. Each length displacement sensor is composed of a sensor unit and a sensor rod(32).
摘要翻译： 目的：提供一种用于测量隧道收敛的结构和使用该隧道的隧道收敛度的方法，以便在施工后实时管理结构的安全性。 构成：用于测量隧道的会聚的结构包括参考框架和长度位移传感器（30）。 参考框架形成为与隧道（T）的衬里表面相对应的形状。 长度位移传感器以均匀的间隔布置在参考系上。 每个长度位移传感器由传感器单元和传感器杆（32）组成。
-
公开(公告)号：KR1020110136143A
公开(公告)日：2011-12-21
申请号：KR1020100055960
申请日：2010-06-14
申请人： 코오롱글로벌 주식회사 , 주식회사 힐 엔지니어링
CPC分类号： E02D17/04 , E02D5/02 , E02D5/06 , E02D17/20 , E02D2200/1607
摘要： PURPOSE: A front-row and rear-row pile connector and a construction method for a two-row self-supported retaining wall using the same are provided to reduce construction time by easily coupling a round rod to an H-pile. CONSTITUTION: A front-row and rear-row pile connector comprises connector mounting units(20), and a round rod shaped connectors(30). The connector mounting units are coupled to first and second wales(400,500). The round rod shaped connectors are coupled to the first and second wales through the connector mounting units and connect the first and second wales.
摘要翻译： 目的：提供前排和后排桩连接器以及使用其的两排自支撑挡土墙的施工方法，以通过将圆杆轻松地连接到H型桩来缩短施工时间。 构成：前排和后排桩连接器包括连接器安装单元（20）和圆棒形连接器（30）。 连接器安装单元联接到第一和第二纵行（400,500）。 圆棒状连接器通过连接器安装单元联接到第一和第二纵行，并连接第一和第二纵行。
-
公开(公告)号：KR101358636B1
公开(公告)日：2014-02-05
申请号：KR1020130149926
申请日：2013-12-04
申请人： 주식회사 힐 엔지니어링
CPC分类号： E02D27/28 , E02D5/285 , E02D2300/0021 , E02D2300/0029
摘要： The present invention relates to a foundation reinforcement method using a guide tube and more specifically, to a foundation reinforcement method using a guide tube capable of ensuring verticality of a steel pile pressed in by installing a guide tube after a foundation area to be reinforced is bored; improving anchor force by having a first anchor plate integrally formed along the circumference of a lower surface of the guide tube; and being easily constructed and further improving anchor force by anchoring a second anchor plate expanded by oil pressure without separately digging a bottom of a structure (reinforced concrete base plate) by penetrating the guide tube and then expanded on the bottom of the structure (reinforced concrete base plate) by oil pressure. [Reference numerals] (S100) Boring step; (S1000) Additional mortar injecting step; (S200) Guide tube installing step; (S300) Second mounted plate mounting step; (S400) Mortar injection step; (S500) Pressure frame bonding step; (S600) Hydraulic jack installing step; (S700) Reaction plate combining step; (S800) Steel pipe press-in step; (S900) Finish plate installing step
摘要翻译： 本发明涉及一种使用导向管的基础加强方法，更具体地说，涉及一种使用导向管的基础加强方法，所述导向管能够确保在要加固的基础区域之后通过安装导向管而被压入的钢桩的垂直度是无孔的 ; 通过具有沿着导管的下表面的圆周一体地形成的第一锚板来提高锚固力; 并且通过锚定通过油压膨胀的第二锚固板而进一步改善锚固力，而不需要通过穿透导管而在结构的底部（钢筋混凝土基板）上膨胀，而不用分开挖掘结构的底部（钢筋混凝土基板） 底板）通过油压。 [编号]（S100）镗削步骤; （S1000）附加砂浆注射步骤; （S200）导管安装步骤; （S300）第二安装板安装步骤; （S400）砂浆注射步骤; （S500）压框结合工序; （S600）液压千斤顶安装步骤; （S700）反应板组合步骤; （S800）钢管压入步骤; （S900）精加工板安装步骤
-
公开(公告)号：KR101343790B1
公开(公告)日：2013-12-20
申请号：KR1020130078560
申请日：2013-07-04
申请人： 주식회사 힐 엔지니어링 , (주)중앙엔지니어링건축사사무소
摘要： The present invention relates to shear reinforcement for a joint between a column and a slab to be vertically caught and, specifically, to a shear reinforcement for a joint between a column and a slab to be vertically caught as an improvement of shear reinforcement for a joint between a column and a slab to be vertically caught, previously registered as a patent (registration number: 1009473390000) by the same applicant. The present invention forms an engaging protrusion on the bottom surface of a joint piece (to be inserted with a re-bar); integrally or separately forms an engaging piece in the lateral direction of the joint piece (the progressive direction of a re-bar); engaging the engaging protrusion and engaging piece with a slab re-bar in order to prevent the movement of the joint and improve an engaging force between the slab re-bar and the joint. [Reference numerals] (AA) Moving direction of reinforcing bars
摘要翻译： 本发明涉及一种用于垂直捕获的柱和板坯之间的接头的剪切增强件，具体地说，涉及一种垂直捕获的柱和板坯之间的接头的剪切增强件，作为接头的剪切增强的改进 在垂直捕获的柱和板之间，先前由同一申请人注册为专利（注册号：1009473390000）。 本发明在连接件的底面上形成一个接合突起（用再拉杆插入）; 一体地或分开地在连接件的横向上形成接合件（再拉杆的前进方向）; 使接合突起和接合件与板坯连接，以防止接头的移动并改善板坯连杆和接头之间的接合力。 （标号）（AA）钢筋的移动方向
-
公开(公告)号：KR101327784B1
公开(公告)日：2013-11-11
申请号：KR1020130094502
申请日：2013-08-09
申请人： 주식회사 힐 엔지니어링 , 나윤득
IPC分类号： E04B5/40
摘要： The present invention relates to a deck plate capable of controlling a height according to the depth of a slab and forming a bottom plate with upper concrete by being installed on the upper part of an adjacent beam in a steel frame or a reinforced concrete structure. The deck plate for controlling the height comprises a lower module and an upper module. The lower module comprises a plurality of protrusion units separated from each other at a regular interval and a lower surface unit connecting the protrusion unit and the lower end of the adjacent protrusion unit. The protrusion unit comprises a pair of vertical surface units extended and bent upwards from the lower surface unit and a pair of horizontal surface units connecting the upper end of the pair of the vertical surface units. A connection groove unit bent to the inner side to be concave is formed on the upper part of the vertical surface unit in the lower module. The upper module is inserted into the upper part of the protrusion unit of the lower module and comprises a pair of connection protrusion units bent to the inner side in order to be individually connected to the connection groove unit of both vertical surface unit; a mounting unit mounted on the horizontal surface unit of the lower module; a web unit individually bent upwards at the inner end of the mounting unit; and an expansion flange unit integrally bent in order to be expanded to the outside and connecting the upper parts of a pair of the web units.
摘要翻译： 本发明涉及一种甲板板，其能够根据板坯的深度控制高度，并通过安装在钢框架或钢筋混凝土结构中的相邻梁的上部上而形成具有上混凝土的底板。 用于控制高度的甲板包括下模块和上模块。 下模块包括以规则间隔彼此分离的多个突起单元和连接突出单元和相邻突出单元的下端的下表面单元。 突出单元包括从下表面单元向上延伸并向上弯曲的一对垂直表面单元和连接该对垂直表面单元的上端的一对水平表面单元。 在下模块的垂直面单元的上部形成有连接凹槽单元，该连接凹槽单元弯曲到内凹侧。 上模块插入下模块的突出单元的上部，并包括一对弯曲到内侧的连接突起单元，以便与垂直表面单元的连接槽单元分别连接; 安装在所述下模块的水平面单元上的安装单元; 一个腹板单元，在安装单元的内端分别向上弯曲; 以及膨胀法兰单元，其一体地弯曲以便扩展到外部并连接一对腹板单元的上部。
-
公开(公告)号：KR1020130115578A
公开(公告)日：2013-10-22
申请号：KR1020120037985
申请日：2012-04-12
申请人： 주식회사 힐 엔지니어링
发明人： 우종열
CPC分类号： E02D27/01 , E02D5/34 , E02D2300/0021 , E02D2300/0032 , E02D2300/0071 , E04C3/34
摘要： PURPOSE: A reinforcing method of a steel column is provided to make the upper and lower ends of a steel column have the same thickness while dispersing the moment and axial force of the steel column and suppressing the deformation of the steel column. CONSTITUTION: A reinforcing method of a steel column comprises the following steps: forming a foundation with a reinforcing anchor bolt or re-bar (90a) and one end of a fixing anchor bolt (80a) embedded into the foundation to partially protrude from the foundation; fixing a base plate (80) in the lower side of a steel column (90) to the fixing anchor bolt and setting up the steel column; pouring non shrink mortar to the lower side of the base plate; extending the reinforcing anchor bolt or re-bar to correspond to the height of the steel column to be reinforced; and forming a form to correspond to the height of the reinforcing anchor bolt or re-bar and pouring concrete.
摘要翻译： 目的：提供钢柱的加固方法，使钢柱的上端和下端具有相同的厚度，同时分散钢柱的力矩和轴向力，并抑制钢柱的变形。 构成：钢柱的加固方法包括以下步骤：用加强锚固螺栓或拉杆（90a）形成基座，并将固定锚栓（80a）的一端嵌入地基中以从地基部分突出 ; 将钢柱（90）的下侧的基板（80）固定到固定锚固螺栓上并安装钢柱; 将非收缩砂浆浇注到基板的下侧; 延长加固锚杆或钢筋，以对应加强钢柱的高度; 并形成一个对应于加固锚栓的高度和再浇注混凝土的形式。
-
公开(公告)号：KR101253519B1
公开(公告)日：2013-04-11
申请号：KR1020120124838
申请日：2012-11-06
申请人： 주식회사 힐 엔지니어링
发明人： 우종열
摘要： PURPOSE: A seismic reinforcement method for an existing building using a concrete filled steel tube is provided to improve the integrity with a column and to perform earthquake-resistance by enhancing the resisting force and rigidity of the existing building. CONSTITUTION: A seismic reinforcement method for an existing building using a concrete filled steel tube comprises the following steps; drilling a bolt groove on one end of a column(100) and a beam(200) of an existing building for bolting a reinforcing steel plate; installing a first box type reinforcing steel plate(11) to the joint of the column and beam and a second box type reinforcing steel plate(12) to the other parts by welding or bolting; welding the first and second box type reinforcing steel plates for connecting; and injecting an epoxy resin into an interval between the column, beam, and reinforcing steel plate.
摘要翻译： 目的：提供使用混凝土填充钢管的现有建筑物的抗震加固方法，以提高柱的完整性，并通过提高现有建筑物的抗力和刚度来进行抗震性能。 构成：使用混凝土填充钢管的现有建筑物的抗震加固方法包括以下步骤： 在现有建筑物的柱（100）和梁（200）的一端上钻一个螺栓槽，用于螺栓加固钢板; 通过焊接或螺栓连接将第一箱式加强钢板（11）安装到塔梁和梁的接头和第二箱式加强钢板（12）到其他部件; 焊接第一和第二箱式加强钢板进行连接; 并将环氧树脂注入柱，梁和加强钢板之间的间隔中。
-
公开(公告)号：KR101244217B1
公开(公告)日：2013-03-18
申请号：KR1020120061283
申请日：2012-06-08
申请人： 엘케이테크 주식회사 , 주식회사 거성이엔지건축사사무소 , (주)상지엔지니어링건축사사무소 , 주식회사 힐 엔지니어링
摘要： PURPOSE: A steel reinforcement connector is provided to facilitate the connection of steel reinforcement without processing the outer surface of a steel reinforcement and to complete the connected work by inserting and fixing a pressurized member in between a pair of steel reinforcement and a body. CONSTITUTION: A steel reinforcement connector(100) includes a cylindrical body(120) and a pair of pressure members(140). The body comprises an accommodation space for a pair of steel reinforcements(F) to be accommodated. The pressure member is contacted to the outer surfaces of a pair of steel reinforcements settled inside an accommodation space and simultaneously pressurized with the inner circumferential surface of the body to the steel reinforcements.
摘要翻译： 目的：提供钢加固连接器，以便于钢筋连接而不加工钢筋的外表面，并通过在一对钢筋和主体之间插入和固定加压构件来完成连接的工作。 构成：钢加固连接器（100）包括圆柱体（120）和一对压力构件（140）。 该主体包括用于容纳一对钢筋（F）的容置空间。 压力构件与沉积在容纳空间内的一对钢筋的外表面接触，同时与主体的内周面一起加压到钢筋。
-
公开(公告)号：KR101370370B1
公开(公告)日：2014-03-06
申请号：KR1020130043067
申请日：2013-04-18
申请人： 엘케이테크 주식회사 , 주식회사 힐 엔지니어링 , (주)상지엔지니어링건축사사무소 , 주식회사 거성이엔지건축사사무소
摘要： 본 발명에 의한 철근 결합구는, 중앙부가 길이 방향으로 천공되고, 내주면 일부에는 철근의 마디돌기를 수용하기 위한 수용홈이 함몰 형성되어 철근의 일부가 수용 및 안착되도록 하는 단일의 수용체와; 길이 방향으로 경사지게 형성되고, 상기 수용체에 대하여 수용홈이 형성되지 않은 나머지 내주면에 삽입 및 타격되어 철근의 외면과 수용체의 내주면에 동시에 접촉하며, 철근 외면을 수용홈 방향으로 가압하여 철근의 이탈을 방지하기 위한 이탈방지돌기가 구비되어 철근과 수용체를 결속하는 단일의 결속체와; 상기 단일의 철근과 수용체 및 결속체를 내부에 동시에 수용하고, 상기 수용체 외측과 나사 결합시에 고정대상물에 압력을 가한 상태를 유지하여 고정대상물에 대한 철근의 고정을 가능하게 하는 기능성부품을 포함하여 구성됨을 특징으로 한다.
-
-
-
-
-
-
-
-
-
搜索结果
46 条记录 (耗时 0.018 秒)
