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31. 实用新型

KR200390669Y1 긴축강재가 구비된 강재빔 失效
标题翻译：钢梁与承包钢构件
公开(公告)号：KR200390669Y1
公开(公告)日：2005-07-25
申请号：KR2020050010612
申请日：2005-04-18
申请人： 안창일
发明人： 안창일
IPC分类号： E04C3/10
摘要： 본 고안은 휨부재 및 축력부재용으로 사용되는 I형 단면을 포함하는 강재빔의 재료적 특성을 효과적으로 이용함으로서 경제적이고 안전한 구조용 강재빔을 제작할 수 있는 긴축강재가 구비된 강재빔에 관한 것으로서, 강재빔에 PC 강재를 포함하는 긴축강재 및 턴버클을 포함하는 긴축수단으로 구비되는 긴축력도입수단을 압축플랜지의 지지부에 설치하여, 보다 효율적인 부재단면 설계가 가능하면서도 경제적이고 시공성 및 작업성이 뛰어난 강재빔 제작 및 시공이 가능하게 된다.

32. 发明公开

KR1020040100083A 횡방향 이동수단을 이용한 연속압출공법에 의한 교량시공방법 有权
标题翻译：通过水平移动单元或水平力传递单元通过增量启动方法的桥梁的构造方法
公开(公告)号：KR1020040100083A
公开(公告)日：2004-12-02
申请号：KR1020030032292
申请日：2003-05-21
申请人： 안창일 , (주)서현컨스텍
发明人： 안창일
IPC分类号： E01D21/00
CPC分类号： E01D21/065 , E01D19/048
摘要： PURPOSE: A construction method for a bridge by ILM(Incremental Launching Method) using a horizontal shift unit is provided to apply for the horizontal alignment of a bridge having various curved shapes by receiving the horizontal force of an upper structure of a bridge and making horizontal movement possible. CONSTITUTION: The construction method for a bridge by ILM(Incremental Launching Method) using a horizontal shift unit comprises the steps of: completing the extrusion of an upper structure(300a) in a lower structure by manufacturing and extruding segments for an upper structure of a bridge continuously in a mold manufactory; installing a first bridge on a lower structure of parallel bridges installed next to the extruded upper structure(300a) by moving the extruded upper structure(300a) horizontally using a horizontal shift unit(400) installed between lower structures; and completing parallel bridges by manufacturing and extruding segments for an upper structure of a bridge in the same mold manufactory again.
摘要翻译：目的：提供一种使用水平移位单元的ILM（增量启动方法）的桥梁施工方法，用于通过接收桥梁上部结构的水平力并使水平方向施加具有各种弯曲形状的桥梁的水平对准运动可能。构成：使用水平移位单元的ILM（增量发射方法）的桥梁施工方法包括以下步骤：通过制造和挤出用于上部结构的上部结构的段来完成下部结构中的上部结构（300a）的挤压连续铸造模具制造厂; 通过使用安装在下部结构之间的水平移位单元（400）使挤出的上部结构（300a）水平移动，在安装在挤压的上部结构（300a）旁边的平行桥的下部结构上安装第一桥; 并通过在同一模具制造商中制造和挤出桥梁上部结构的段来完成平行桥梁。

33. 实用新型

KR200490320Y1 사양기 및 화분공급기를 내장할 수 있는 양봉통 有权
公开(公告)号：KR200490320Y1
公开(公告)日：2019-10-28
申请号：KR2020170006235
申请日：2017-12-05
申请人： 안창일
发明人： 안창일
IPC分类号： A01K47/06 , A01K53/00 , A01K47/02

34. 发明公开

KR1020170117728A 기둥부재와 PC빔 연결방법 및 이를 이용하여 시공된 PC구조물 审中-实审
标题翻译：使用它构建的柱件和PC结构的PC梁连接方法
公开(公告)号：KR1020170117728A
公开(公告)日：2017-10-24
申请号：KR1020160045499
申请日：2016-04-14
申请人： (주)서현컨스텍 , 안창일
发明人： 안창일
IPC分类号： E04B1/19 , E04B1/30 , E04B1/20 , E04B1/58
摘要： 기둥부재에 PC빔을간단하고경제적으로연결(프리캐스트부재연결)시킬수 있는기둥부재와 PC빔연결방법및 이를이용하여시공된 PC구조물에관한것으로서, 상기기둥부재와 PC빔연결방법은 (a) PC빔의단부블록저면이지지되도록걸림홀이형성되며, 상기걸림홀의상방및 하방으로 PC빔의내부연결철근이연결구로연결되도록강결관통홀이형성된기둥부재를다수설치하는단계; (b) 단부면중앙에단부블록이돌출형성되어단부블록상,하로노치부가각각형성되며상기노치부로내부연결철근이수평으로연장돌출된 PC빔을인양하여상기단부블록이기둥부재의걸림홀에삽입설치된걸림지지붕의단부에지지되도록하강설치하는단계; 및 (c) 상기기둥부재의강결관통홀에강결연결봉을삽입하여양 단부를 PC빔의내부연결철근을연결구로연결되도록하는단계;를포함한다.
摘要翻译：它涉及通过简单和经济的连接到PC束到柱构件（预制件连接）sikilsu支柱构件和方法中的PC-梁连接，并使用此，支柱构件和所述PC梁连接的方法构成的PC结构的（a）并形成为支承端部的接合孔阻塞PC束的下表面，其包括：多个安装具有通孔被连接到端口ganggyeol连接到上面和下面的锁孔的PC加强梁的内部连接所述柱构件; （B）在端块从端面突出的中心端块被形成，向下的凹口部分被形成，并且加固端块到内部连接部分的凹口提升水平延伸到极bujaeui接合孔的PC束投影降低屋顶支撑在安装屋顶屋顶的一个步骤; 及（c），使得连接端口相连的PC加强梁的内部连接都通过通孔插入连接杆到杆ganggyeol bujaeui ganggyeol结束;和一个。

35. 发明授权

KR101662072B1 지중벽체와 지중연결재를 이용한 흙막이벽체 및 그 시공방법 有权
标题翻译：使用地下墙和连接器的临时保护墙及其施工方法
公开(公告)号：KR101662072B1
公开(公告)日：2016-10-06
申请号：KR1020150169887
申请日：2015-12-01
申请人： (주)서현컨스텍 , 안창일
发明人： 안창일
IPC分类号： E02D17/04 , E02D17/08 , E02D5/18 , E02D5/30
摘要： 지중벽체의배면에버림말뚝과지중연결재를이용하여지중벽체를구조물의외측벽체로이용하면서시공오차를상쇄시킬수 있어품질관리에용이한지중벽체와지중연결재를이용한흙막이벽체및 그시공방법에관한것으로서, 상기흙막이벽체는주열식벽체로시공된지중벽체; 상기지중벽체의배면쪽지반에형성된수직천공홀(H2)에삽입되어지중에위치가정해지는고정홈이표면에형성된버림말뚝; 지중벽체를직접관통하여고정홈에연통되도록형성된관통홀; 및상기지중벽체의전면쪽공간에서지중벽체를관통하여선단이관통홀에고정되도록설치되며두부가지중벽체에마감되도록하는지중연결재;를포함하여, 상기수직천공홀(H2)의정해진깊이로부터수직천공홀(H2)의선단에지지되는버림말뚝의고정홈의정해진위치에의하여고정홈과관통홀이서로연통되도록하게된다.

36. 发明授权

KR101319509B1 프리텐션 구조물 및 그 제작방법 有权
标题翻译：预期的混凝土结构及其施工方法
公开(公告)号：KR101319509B1
公开(公告)日：2013-10-17
申请号：KR1020130050702
申请日：2013-05-06
申请人： (주)서현컨스텍 , 안창일
发明人： 안창일
IPC分类号： E01D2/00 , E01D2/04 , E01D21/00 , E04C5/065 , E04C3/04 , E01D101/24
CPC分类号： E01D2/00 , E01D2/04 , E01D21/00 , E01D2101/24 , E04C5/0653 , E04C2003/0465
摘要： PURPOSE: A pretension structure and a production method thereof are provided to avoid the laborious task for the installation of the prior production frame and to minimize the amount of poured concrete for producing a structure. CONSTITUTION: A pretension structure includes a precast member (110), a pretension tendon (130), and a concrete member (120). The precast members are arranged so as to be separated from each other, and a pretension tendon is set between the precast members. The pretension tendons are settled between the ends of the precast member after being tensed on a separately installed settlement plate (200), such that the precast member functions as the reaction support.
摘要翻译：目的：提供一种预紧结构及其制造方法，以避免用于安装现有生产框架的艰巨任务，并使用于生产结构的浇注混凝土的量最小化。构成：预紧结构包括预制构件（110），预拉伸筋（130）和混凝土构件（120）。预制构件被布置成彼此分离，并且在预制构件之间设置预张力筋。在预制件的端部在分开安装的沉降板（200）上张紧之后，预紧筋在沉淀物的端部之间沉降，使得预制构件用作反应载体。

37. 发明授权

KR101146758B1 횡방향 스트럿부재를 이용한 라멘구조물 有权
标题翻译： RAHMEN结构使用横向STRUT成员
公开(公告)号：KR101146758B1
公开(公告)日：2012-05-17
申请号：KR1020110019142
申请日：2011-03-03
申请人： (주)서현컨스텍 , 안창일
发明人： 안창일
IPC分类号： E01D2/00 , E01D21/00 , E01D101/24 , E01D101/26
CPC分类号： E01D2/00 , E01D21/00 , E01D2101/24 , E01D2101/268
摘要： PURPOSE: A Rahmen structure using horizontal strut members is provided to cost-efficiently construct the Rahmen structure by minimizing the number of installed steel pipe piles or PHC piles. CONSTITUTION: A Rahmen structure(100) using horizontal strut members comprises piles(110), bottom plates(120), horizontal strut members(220), and longitudinal tension members(210). The piles are installed on the ground to be horizontally and longitudinally separated from each other. The bottom plates are hinged on the bottom ends of walls(130). The horizontal strut members are formed in a plate shape and are installed between the bottom plates. Both ends of the longitudinal tension members are fixed to the outer side surfaces of the bottom plates through the horizontal strut members.
摘要翻译：目的：提供使用水平支柱构件的拉赫曼结构，通过最小化安装的钢管桩或PHC桩的数量来成本有效地构建拉曼门结构。构成：使用水平支柱构件的拉赫曼结构（100）包括桩（110），底板（120），水平撑杆构件（220）和纵向张力构件（210）。这些桩被安装在地面上以水平和纵向地分开。底板铰接在壁（130）的底端上。水平支柱构件形成为板状，并且安装在底板之间。纵向张力构件的两端通过水平支柱构件固定到底板的外侧表面。

38. 发明授权

KR101130167B1 지주와 파일을 일체화시킨 방음벽 및 그 시공방법 有权
标题翻译：声音通道和使用它的构造方法
公开(公告)号：KR101130167B1
公开(公告)日：2012-03-28
申请号：KR1020110050555
申请日：2011-05-27
申请人： (주)서현컨스텍 , 안창일
发明人： 안창일
IPC分类号： E01F8/00 , E02D5/30
摘要： PURPOSE: A soundproof wall having integrated post and pile and a construction method thereof are provided to enable rapid and cost-efficient construction by simplifying the installation works of posts and a panel. CONSTITUTION: A soundproof wall having integrated post and pile comprises piles, posts(200), a precise base foundation(300), and a panel. The piles are installed in boreholes(G1) of the ground and has H-shaped housing grooves(110). The bottom ends of the posts are inserted into the housing grooves of the piles. The precast base foundation is installed between the bottoms of the posts. The panel is installed between the posts over the precast base foundation.
摘要翻译：目的：提供具有一体化桩和桩的隔音墙及其施工方法，以通过简化柱和板的安装工作来实现快速和成本有效的施工。构成：具有综合桩和桩的隔音墙包括桩，柱（200），精确的基座（300）和面板。这些桩安装在地面的钻孔（G1）中，并具有H形的壳体槽（110）。柱的底端插入桩的容纳槽中。预制基础安装在柱的底部之间。面板安装在预制基础基础之间的柱之间。

39. 发明授权

KR100983085B1 프리스트레스가 도입되는 폐쇄된 관부재인 인장플랜지를 구비한 복합부재 및 이를 이용한 구조물 시공방법 有权
标题翻译：具有闭合和预定管道类型的拉伸法兰的复合构件和结构构造方法
公开(公告)号：KR100983085B1
公开(公告)日：2010-09-20
申请号：KR1020100003143
申请日：2010-01-13
申请人： (주)서현컨스텍 , 안창일
发明人： 안창일
IPC分类号： E21D11/08 , E02D29/045
CPC分类号： E21D11/04 , E02D29/045 , E21D11/40 , E21D13/00
摘要： PURPOSE: A composite member with a tensile flange, a prestressed closed tubular member, and a structure construction method using the same are provided to more effectively resist a load to a structure and facilitate transport and installation of composite members used for construction. CONSTITUTION: A composite member comprises a tensile flange(110), a web(120), a compression flange(130), and a concrete member(140). The tensile flange is a closed tubular member. The web is formed as a truss member on the top of the tensile flange. The compression flange with an I-shaped cross section is formed on the top of the web. The concrete member is formed around the compression flange to embed the compression flange.
摘要翻译：目的：提供具有拉伸凸缘，预应力闭合管状构件和使用其的结构构造方法的复合构件，以更有效地抵抗结构的载荷并且便于运输和安装用于构造的复合构件。构成：复合构件包括拉伸凸缘（110），腹板（120），压缩凸缘（130）和混凝土构件（140）。拉伸法兰是封闭的管状构件。腹板在拉伸凸缘的顶部上形成为桁架构件。在腹板的顶部形成具有I形横截面的压缩凸缘。混凝土构件围绕压缩凸缘形成以嵌入压缩凸缘。

40. 发明公开

KR1020090094986A 옹벽을 이용한 구조물 시공방법 无效
标题翻译：使用预制保留墙结构方法的施工方法
公开(公告)号：KR1020090094986A
公开(公告)日：2009-09-09
申请号：KR1020080020025
申请日：2008-03-04
申请人： 안창일
发明人： 안창일
IPC分类号： E02D29/02 , E02D29/045
CPC分类号： E02D29/025 , E02D29/0266 , E02D29/0283 , E02D29/045
摘要： A construction method of a structure using a retaining wall is provided to construct a closed conduit structure, U-shaped section structure, and underground road structure in a precast method using a stress reduction type retaining wall. According to a construction method of a structure using a retaining wall, a base plate of a stress reduction type retaining wall is set up to be separated from each other. The wall plate of the stress reduction type retaining wall is installed at both base plates of a wall plate. A bottom plate is assembled and is installed between both base plates in a cast-in-place method or a precast method, or an upper panel integrally manufactured on the top of a retaining wall between both base plates.
摘要翻译：提供一种使用挡土墙的结构的施工方法，以采用应力减小型挡土墙的预制方法构造封闭管道结构，U形截面结构和地下道路结构。根据使用挡土墙的结构的构造方法，设置应力还原型挡土墙的基板彼此分离。减压型挡土墙的壁板安装在墙板的两个基板上。底板被组装并且以现浇方式或预制方法安装在两个基板之间，或者在两个基板之间的挡板的顶部上整体制造的上板。

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