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1. 发明授权

KR101136528B1 구두약이 결합된 구두닦이 도구 失效
标题翻译：引导组合制成抛光抛光
公开(公告)号：KR101136528B1
公开(公告)日：2012-04-17
申请号：KR1020110100499
申请日：2011-10-04
申请人： 원대연
发明人： 원대연
IPC分类号： A47L23/08 , A47L23/05
CPC分类号： A47L23/05
摘要： PURPOSE: A shoe polishing tool with shoe polish is provided to prevent shoe polish from dropping or sticking to a hand since shoe polish is provided to a shoe brush as necessary. CONSTITUTION: A shoe polishing tool with shoe polish comprises a handle(2), a horizontal bar(3), a shoe brush part(4), a polishing part(5), a rotating knob, and a shoe polish box(14). The horizontal bar is integrated with the top of a handle. The shoe brush part is formed on one side of the horizontal bar. The polishing part is formed on the other side of the horizontal part. The shoe polish box is combined with the shoe brush part. The shoe polish box is separable. The shoe polish box raises the shoe polish with the rotating knob.
摘要翻译：目的：提供鞋面抛光工具，以防止鞋油掉落或粘在手上，因为鞋油根据需要提供给鞋刷。构造：具有鞋油的鞋子抛光工具包括手柄（2），水平杆（3），鞋刷部分（4），抛光部分（5），旋转旋钮和鞋油波纹盒（14）。水平杆与手柄的顶部集成。鞋刷部分形成在水平杆的一侧上。抛光部分形成在水平部分的另一侧。鞋鞋盒与鞋刷部分组合。鞋油盒是可分离的。鞋油抛光盒用旋转旋钮提起鞋油。

2. 发明授权

KR100794444B1 복합 트러스 거더를 이용한 합성슬래브교의 시공법 有权
标题翻译：采用组合桁架梁的人造板桥施工
公开(公告)号：KR100794444B1
公开(公告)日：2008-01-16
申请号：KR1020060102180
申请日：2006-10-20
申请人： 원대연
发明人： 원대연
IPC分类号： E01D19/12 , E01D2/00 , E01D21/00 , E04C5/16
摘要： 본 발명은 복합트러스 거더를 이용하여 합성슬래교를 시공하는 방법에 관한 것으로, 보다 상세하게는 공장 또는 제작장에서 제작된 복합트러스 거더를 크레인을 사용하여 교대 또는 교각에 거치한 다음, 바닥판 콘크리트를 시공하여 합성슬래교를 건설하는 교량시공법 개발에 관한 것이다.
본 발명은 교차로나 도로횡단 위치에서 교량을 가설할 때에 있어서 종래기술에 따른 합성거더교량의 바닥판 시공시에 발생되는 동바리 설치에 수반되는 여러가지 시공성 문제, 하부통과차량 및 작업자에 대한 안전성 확보문제, 그리고 평면상 곡선을 갖는 경우에 크레인으로 주거더를 인양시에 발생하는 횡방향 전도 문제 등을 해결하는 것을 주요 기술적 과제로 하고 있다.
또한 본 발명에 따른 연속합성슬래브교는 중간지점부의 상현강재를 고장력 볼트를 이용한 마찰이음을 통해 서로 연결한 다음 콘크리트 격벽을 통해 복합트러스 거더를 서로 구조적으로 연속시키는 공법을 적용하고 있어 연속화에 소요되는 비용절감과 공사기간 단축이 가능하다.
합성슬래브교, 복합트러스 거더, 전단키, 콘크리트 하현재, 콘크리트 바닥판, 동바리
摘要翻译：本发明涉及一种使用复合桁梁合成渣T的结构的方法，通过使用更详细的章植物或制造起重机由复合桁梁安装在移或码头，然后，底板混凝土构建复合板桥。

3. 发明公开

KR1020060115699A 복합 트러스 거더를 이용한 합성슬래브교의 시공법 有权
标题翻译：空值
公开(公告)号：KR1020060115699A
公开(公告)日：2006-11-09
申请号：KR1020060102180
申请日：2006-10-20
申请人： 원대연
发明人： 원대연
IPC分类号： E01D19/12 , E01D2/00 , E01D21/00 , E04C5/16
CPC分类号： E01D19/125 , E01D2/00 , E01D21/00 , E04C5/16
摘要： A construction method of a composite slab bridge using a composite truss girder is provided to prevent various accidents of workers and damage to transit vehicles under a bridge by connecting lower chords of a composite truss girder and forming a closed working space with the lower part of a bridge and to reduce the cost and period of construction by connecting upper chords of an intermediate support using high-strength bolts and continuing composite truss girders structurally by concrete partition walls. A construction method of a composite slab bridge using a composite truss girder(41) comprises the steps of placing a composite truss girder on an abutment or a pier using a crane(42), constructing a floor slab and a concrete partition wall on the remaining part except an intermediate support and constructing a floor slab and a concrete partition wall on the intermediate support, and connecting both upper chords on the intermediate support by attaching gusset plates on the upper and lower parts of the upper chord and tightening with high-strength bolts. Hereon the composite truss girder is formed by manufacturing a concrete lower chord(43) in the two-bowl shape, arranging two-row web members on the concrete lower chord perpendicularly and attaching an upper chord on each web member.
摘要翻译：提供一种使用复合桁架梁的复合板桥的施工方法，通过连接复合桁架梁的下弦和形成一个封闭的工作空间，以防止工人的各种事故和桥下的过境车辆受到损坏桥梁，并通过使用高强度螺栓和结构性地由混凝土隔墙连续复合桁架梁连接中间支撑的上弦，从而降低施工成本和期限。使用复合桁架梁（41）的复合板式桥梁的施工方法包括以下步骤：使用起重机（42）将复合桁架梁放置在基台或码头上，在剩余的桁架梁上构建楼板和混凝土隔墙除了中间支撑件之外，在中间支撑件上构造地板和混凝土隔墙，并且通过在上弦杆的上部和下部附接角撑板并且用高强度螺栓紧固来连接中间支撑件上的两个上弦。在这种情况下，复合桁架梁通过制造双碗形状的混凝土下弦（43）而形成，将两排腹板构件垂直地配置在混凝土下弦上，并在每个腹板构件上安装上弦。

4. 发明公开

KR1020140017689A 복부재가 다양한 형태의 문양을 갖는 복합거더 无效
标题翻译：作为网络会员的各种图案的复合吉他
公开(公告)号：KR1020140017689A
公开(公告)日：2014-02-11
申请号：KR1020140006452
申请日：2014-01-20
申请人： 원대연
发明人： 원대연
IPC分类号： E01D2/00
CPC分类号： E01D2/00 , E01D2101/268
摘要： The present invention relates to the development of a composite girder which comprises web members made of steel, a concrete lower chord member, and a concrete upper bottom plate. In an existing composite truss girder having the concrete lower chord member, the problems of the generation of a large local sectional force inside a node section and partition installation in a central point exist, wherein the generation of the sectional force inside the node section is due to the use of a rigid joint node. The purpose of the present invention is to develop a composite girder bridge in which the web members have various patterns instead of an existing triangular truss structure, and the structural type of a main girder is converted from the truss structure into a beam structure according to a main construction step, wherein the patterns are capable of smoothly transmitting forces between members. The composite girder according to the present invention for the purpose comprises: a framework made of the steel and performing a structural behavior similar to the structural behavior of a truss; the concrete lower chord member totally surrounding the lower steel of the framework; a concrete web member filled in the part of the web space of the framework; and a concrete bottom plate coupled to the upper chord member of the framework. The composite girder according to the present invention has advantageous properties properly utilized according to the constructional conditions and constructional steps, wherein the advantageous properties are from the truss structure, the beam structure, the steel, and concrete.
摘要翻译：本发明涉及一种复合梁的开发，该复合梁包括由钢制成的腹板构件，混凝土下弦构件和混凝土上底板。在具有混凝土下弦构件的现有复合桁架梁中，存在在节点部分内产生大的局部截面力和在中心点处的分隔装置的问题，其中节点部分内的截面力的产生是由于使用刚性联合节点。本发明的目的是开发一种复合梁桥，其中腹板构件具有各种图案而不是现有的三角形桁架结构，并且主梁的结构类型根据桁架结构从桁架结构转换成梁结构主要施工步骤，其中所述图案能够平滑地在构件之间传递力。根据本发明的复合梁为此目的包括：由钢制成并且执行类似于桁架的结构行为的结构行为的框架; 混凝土下弦构件完全围绕框架的下钢; 填充在框架的网络空间的一部分的具体网络成员; 以及联接到框架的上弦构件的混凝土底板。根据本发明的复合梁根据结构条件和结构步骤具有适当利用的有利特性，其中有利的性质来自桁架结构，梁结构，钢和混凝土。

5. 发明授权

KR101344156B1 복합트러스 거더교 가설을 위한 개량압출공법 有权
标题翻译：改进的预应力复合桁架梁增量发射方法
公开(公告)号：KR101344156B1
公开(公告)日：2013-12-23
申请号：KR1020120035761
申请日：2012-04-05
申请人： 원대연
发明人： 원대연
IPC分类号： E01D21/06 , E01D21/00 , E01D2/00 , E01D6/00 , E01D19/02 , E04C3/02 , E04C3/20 , E01D101/24
摘要： 본발명은복합트러스거더를압출공법으로시공할때 발생되는콘크리트하현재의영구적인하향처짐발생, 강부재의조립및 용접으로인한절대공기가증가, 임시구조용부재인노즈로인한공사비증가, 그리고격점단위의압출을위해대용량수평잭의사용등의문제점을근본적으로해결할수 있는압출공법을제공하는데있다. 상기문제점해결을위해, 본발명에서는종래의제작장을강부재를조립하는공간과콘크리트하현재를제작하는두 개의공간으로분리하여강부재의조립및 용접작업과콘크리트하현재제작작업이병행되도록함으로써세그먼트제작공기를크게단축시켰으며, 콘크리트하현재제작에매달아지지되는거푸집장치적용함으로써소정의캠버를부여할수 있도록하였다. 또한, 거더본체의일부를노즈기능을수행할수 있도록함으로써노즈제작비용을대폭경감시킬수 있다.

6. 发明授权

KR101133420B1 프리캐스트 콘크리트 연결보 및 이를 이용한 합성거더교의연속화 공법 有权
标题翻译：预制混凝土连接块和使用它的复合桥梁的连续性方法
公开(公告)号：KR101133420B1
公开(公告)日：2012-04-09
申请号：KR1020080071993
申请日：2008-07-24
申请人： 원대연
发明人： 원대연
IPC分类号： E01D2/00 , E01D21/00 , E01D19/04 , E01D101/26
摘要： 본 발명은 합성거더교량의 주거더를 중간교각 위치에서 연속화하는 공법에 관한 것으로, 프리캐스트 콘크리트 연결보를 이용하여 현장에서 별도의 거푸집이나 동바리 없이도 주거더를 구조적으로 서로 연속시키는 공법개발에 관한 것이다.
본 발명에서는 프리캐스트 콘크리트 연결보를 교각 위에 미리 설치한 영구받침 위에 고정하고, 합성거더교의 주거더를 내측에서부터 외측으로 순차적으로 상기 연결보의 내부에 일정 깊이만큼 걸치도록 한 다음, 주거더와 상기 연결보 사이의 비워진 공간을 콘크리트 내지는 무수축 모르타르로 채움으로써 교각의 양측에 위치한 주거더를 서로 구조적으로 연속시키는 것을 특징으로 한다.
본 발명에 따른 프리캐스트 콘크리트 연결보를 사용하면 중간교각에 설치되는 영구받침의 수를 크게 줄일 수 있고, 중간지점 가로보의 시공을 위한 거푸집과 동바리가 필요치 않아 종래의 합성거더교의 연속화 공법에 비해 공사기간을 크게 단축시킬 수 있다.
프리캐스트 콘크리트 연결보, 연속화, 합성거더교, 주거더, 영구받침, 콘크리트 전단키, 채움 콘크리트, 콘크리트 바닥판

7. 发明公开

KR1020090055530A 복합트러스 거더교의 복부재 및 이를 이용한 격점 연결구조 有权
标题翻译：复合材料的Web结构GIRDER和使用它的节点的细节
公开(公告)号：KR1020090055530A
公开(公告)日：2009-06-02
申请号：KR1020090034087
申请日：2009-04-20
申请人： (주)지아이에프 , 원대연
发明人： 원대연
IPC分类号： E01D2/00 , E04B5/40 , E04C3/293
CPC分类号： E04B9/245 , E04B9/068
摘要： A web structure of a composite truss girder and detail of node for the same are provided to optimize the amount of required steel material and to reduce the cost for connection of web members and nodes. A web member(10) of a composite truss girder bridge is composed of an outer steel pipe(11), an inner steel(12), and an end connection plate(13). The end connection plate is welded to the end of the outer steel pipe, the inner steel is inserted into the outer steel pipe, and the inserted inner steel is welded to the end connection plate so that the cross section of the web member has a dual structure. The axial force delivered through the end connection plate is distributed to the inner steel and outer steel pipe. Detail of node connecting the web members is characterized in that side connection plates of fixed thickness are welded to both sides of upper or lower connecting plate of the adjacent web members, and a plurality of holes of fixed size are formed on in the front and rear sides of the side connection plates.
摘要翻译：提供了一种复合桁架梁的腹板结构及其节点的细节，以优化所需钢材的数量并降低网状构件和节点的连接成本。复合桁架梁桥的腹板构件（10）由外钢管（11），内钢（12）和端连接板（13）构成。端连接板焊接到外钢管的端部，内钢插入外钢管中，插入的内钢被焊接到端连接板，使得腹板部件的横截面具有双结构体。通过端连接板传递的轴向力分配到内钢和外钢管。连接腹板部件的节点的细节特征在于，固定厚度的侧连接板焊接在相邻腹板部件的上连接板或下连接板的两侧，并且在前后形成多个固定尺寸的孔侧连接板的侧面。

8. 发明公开

KR1020080080078A 탈부착 가능한 정착장치를 이용한 합성거더교량의 주거더 연속화 공법 有权
标题翻译：使用可重复安装装置的复合桥的连续方法
公开(公告)号：KR1020080080078A
公开(公告)日：2008-09-02
申请号：KR1020080079637
申请日：2008-08-13
申请人： 원대연
发明人： 원대연
IPC分类号： E01D2/00 , E01D19/12 , E01D21/00 , E01D101/28
CPC分类号： E01D2/00 , E01D19/12 , E01D21/00 , E01D2101/285
摘要： A continuation method of a main girder of a composite girder bridge using a detachable anchorage device is provided to reduce the quantity of prestressing steel and a main girder by improving the bending moment of a main girder when constructing a floor slab, and to have economic effect by recycling an anchorage device. A continuation method of a main girder of a composite girder bridge using a detachable anchorage device comprises the steps of: placing a main girder on a pier in the state of a simple structure and continuing on the pier structurally(S100); attaching an anchorage device to the upper part of the main girder in an area where a negative moment is induced by the load of a floor slab(S211); installing prestressing steel using the anchorage device and applying tensile force(S212); constructing a concrete floor slab except a part where an anchorage device is installed and composing with the main girder(S300); after curing floor slab concrete, cutting off the prestressing steel placed on the upper part of the main girder at the rear of the anchorage device and attaching with the floor slab concrete for anchoring the prestressing steel(S411); and releasing the anchorage device from the main girder, and constructing floor slab concrete around the anchorage device(S412).
摘要翻译：提供一种使用可拆卸锚固装置的复合梁桥主梁的延续方法，通过提高构造楼板时主梁弯矩，减少预应力钢和主梁的数量，具有经济效益通过回收锚固装置。一种使用可拆卸锚固装置的复合梁桥的主梁的连续方法包括以下结构的步骤：将主梁以简单的结构放置在码头上，并在码头上结构地继续（S100）; 在由楼板的载荷引起负矩的区域中，将锚固装置安装在主梁的上部（S211）上; 使用锚固装置安装预应力钢筋并施加拉力（S212）; 构造除了锚固装置安装并与主梁构成的部分之外的混凝土地板（S300）; 在固化地板混凝土后，切断放置在锚固装置后部主梁上部的预应力钢，并与用于锚固预应力钢筋的地板混凝土连接（S411）; 并从主梁释放锚固装置，并在锚固装置周围建造楼板混凝土（S412）。

9. 发明公开

KR1020120050945A 복합트러스 거더교 가설을 위한 개량압출공법 有权
标题翻译：改进的预处理复合材料的增长方法
公开(公告)号：KR1020120050945A
公开(公告)日：2012-05-21
申请号：KR1020120035761
申请日：2012-04-05
申请人： 원대연
发明人： 원대연
IPC分类号： E01D21/06 , E01D21/00 , E01D2/00 , E01D6/00 , E01D19/02 , E04C3/02 , E04C3/20 , E01D101/24
CPC分类号： E01D21/065 , E01D2/00 , E01D6/00 , E01D19/02 , E01D21/00 , E01D2101/24 , E04C3/02 , E04C3/20
摘要： PURPOSE: An improved incremental launching method for constructing composite truss girder bridges is provided to reduce period for manufacturing segments by simultaneously implementing a steel member assembly work and a concrete lower chord construction work, and to reduce costs for nose construction by using a girder body as a nose. CONSTITUTION: An improved incremental launching method for constructing composite truss girder brides is as follows. A space for manufacturing a girder segment is respectively divided into a work space for assembling and welding steel members(14) and a work space for constructing concrete lower chords. A temporary pier for forming a supporting point of an unit panel point is arranged at a position apart from an extruded abutment(12) toward a first extruded pier(13) as much as an inner span length(L). A part of the outermost span length(Le) from the front end of a girder is welded with a horizontal steel member(9) instead of a concrete lower chord(6) to serve as extrusion nose.
摘要翻译：目的：提出一种改进的复合桁架梁增量式发射方法，通过同时实施钢构件组装工作和混凝土下弦施工工作，减少制造段的周期，并通过使用大梁体作为减少鼻梁施工成本一个鼻子构成：构造复合桁架梁新增的增量式发射方法如下。用于制造大梁段的空间分别分成用于组装和焊接钢构件（14）的工作空间和用于构造混凝土下弦的工作空间。用于形成单元面板点的支撑点的临时码头布置在与挤压的邻接部分（12）远离内跨度长度（L）的第一挤压墩（13）的位置。来自大梁前端的最外跨距长度（Le）的一部分用水平钢构件（9）而不是混凝土下弦（6）焊接以用作挤压鼻。

10. 发明授权

KR101136531B1 방취제 용기 및 방향제 용기가 탈 부착되는 제습제 용기 失效
标题翻译：可拆卸式空气清新机和除臭剂容器的除湿剂
公开(公告)号：KR101136531B1
公开(公告)日：2012-04-17
申请号：KR1020110093943
申请日：2011-09-19
申请人： 원대연
发明人： 원대연
IPC分类号： B01D53/26 , A61L9/00
CPC分类号： F24F3/14 , A61L9/00 , F24F2003/144
摘要： PURPOSE: A dehumidifying container is provided to selectively replace exhausted dehumidifying agent, deodorizing agent, and air freshening agent and to improve the efficiency of management. CONSTITUTION: An air freshening container(5) and a deodorizing container are detached from and attached to the outer circumference of a dehumidifying container by forming one or more combining units(4). The combining units form combining grooves(3) at upper left and right edges of the dehumidifying container. Protrusions(2) are formed at the rear sides of the air freshening container and the deodorizing container. The protrusions and the grooves are combined. A hanging groove is formed at the upper edge part of the front side of the dehumidifying container, and a hanging unit is inserted into the hanging groove.
摘要翻译：目的：提供除湿容器，选择性地更换排气除湿剂，除臭剂和空气清新剂，提高管理效率。构成：通过形成一个或多个组合单元（4），将空气清新容器（5）和除臭容器从除湿容器的外周分离并附着于除湿容器的外周。组合单元在除湿容器的左上和右边缘处组合凹槽（3）。突起（2）形成在空气清新容器和除臭容器的后侧。突起和凹槽组合。在除湿容器的前侧的上边缘部形成有悬挂槽，在悬挂槽中插入有悬挂单元。

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