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41. 发明授权

KR101742491B1 트러스거더형 데크패널을 구성하는 데크플레이트 성형장치 有权
公开(公告)号：KR101742491B1
公开(公告)日：2017-06-15
申请号：KR1020170038511
申请日：2017-03-27
申请人： 구연진
发明人： 구연진
IPC分类号： B21D5/14 , B21D43/02 , B21D43/08 , E04C5/06
CPC分类号： B21D5/14 , B21D43/02 , B21D43/08 , E04C5/0631
摘要： 본발명은데크플레이트를성형하기위한장치를구현함에있어서, 일정폭을갖는철판(4a)을연속적으로공급하기위한철판공급부(4), 공급되는철판에대하여데크플레이트(100)의바닥부(110)를기준으로하방으로돌출되는보강부(120)를형성하기위한성형부(6), 성형된데크플레이트(100)를배출하기위한배출부(8)를전방으로부터후방으로차례로구성하며, 상기성형부(6)는베이스프레임(10) 상에상부포밍롤러(16a)와하부포밍롤러(16b)로구성되는이송롤러부(16)를전방에서부터후방으로일정간격으로배열되게설치하여철판(4a)이후방으로이동하면서데크플레이트(100)의보강부(120)와판개부(130)의성형을위한단계적인포밍이이루어지도록하고, 데크플레이트(100)의보강부(120)가형성되는위치에준하여보강부(120)의마감처리를위한벤딩처리부(20)를구성하되벤딩처리부(20)는철판의진행방향에대하여다 수개의단위처리부(S, ex S1, S2, S3)를후방으로차례로이격되게구성하여각각의보강부(120)부하나에대한마감처리시점차적변형이이루어지도록하되, 각단위처리부(S)는가로지지대(26)를매개로좌우이동블럭(40)을좌우로이동가능토록결합하고, 좌우이동블럭(40)에는제1 사이드롤러(42) 및제2 사이드롤러(42)를한 쌍으로구성되게결합하여보강부(120)가연속적으로마감처리되게하되, 제1 사이드롤러(42)는좌우이동블럭(40)에상하로이동가능토록결합된제1 축하우징(41)에축결합하고제2 사이드롤러(44)는좌우이동블럭(40)에좌우로이동가능토록결합된제2 축하우징(43)에축결합하도록구성하여데크플레이트(100)를원활하게성형할수 있도록하며성형중 오차에대하여작업자가현장에서즉각적인보정을할 수있도록한 것이다.

42. 发明授权

KR101681916B1 트러스거더형 데크패널에서의 단열재 결합용 데크플레이트 및 이를 이용한 단열재가 결합된 트러스거더형 데크패널의 결합방법 有权
标题翻译：用于TRUSS GIRDER类型面板的组合绝缘子的组合板和使用其的TRUSS GIRDER类型面板的组合方法
公开(公告)号：KR101681916B1
公开(公告)日：2016-12-02
申请号：KR1020160075731
申请日：2016-06-17
申请人： 구연진
发明人： 구연진
IPC分类号： E04B5/38 , E04B1/78 , E04C5/16 , E04B1/41 , E04B1/38
CPC分类号： E04B5/38 , E04B1/40 , E04B1/78 , E04B2001/405 , E04C5/0631 , E04C5/168
摘要： 본발명은천장을시공하기위한트러스거더형데크패널(2)의구성요소로서반복배열되는바닥부(11)와보강부(12) 및양단부에위치하는판개부(16)로구성되는천장거푸집시공용데크플레이트에있어서, 겹침홈부(16a) 형상으로구성되는양단판개부(16) 중일측판개부(16)에는겹침홈부(16a)의외측바닥으로부터상방향으로연장형성되는수직연장부(18)를형성하되수직연장부(18)의높이는바닥부(11)의상부면보다더 높게구성하여데크플레이트(10) 상부에스페이서(20) 및체결구(50)를이용하여단열재결합시단열재(60)의측단부(62)에대하여수직연장부(18)가일치기준면역할을하도록하여단열재(60)의결합을용이하도록하면서단열재가데크플레이트에비스듬하게결합되는현상과단열재가데크플레이트외부로돌출되는현상을방지하고, 단열재가결합된트러스거더형데크패널을보 상부에배열시배열의원활함과인접하는단열재간의틈새발생을억제하도록한 것이다.

43. 发明授权

KR101389113B1 트러스거더 일체형 데크플레이트 有权
标题翻译：与TRUSS GIRDER相结合的装饰板
公开(公告)号：KR101389113B1
公开(公告)日：2014-04-25
申请号：KR1020120133501
申请日：2012-11-23
申请人： (주)다즈종합건축사사무소
发明人： 전주희 , 전성진
IPC分类号： E04B5/40
CPC分类号： E04C5/0631 , E04B1/38 , E04B1/80 , E04B5/23 , E04B5/40
摘要： The present invention relates to a deck plate integrated with truss girders which the truss girders are welded and joined. The deck plate integrated with the truss girders includes a deck panel to which the truss girders are welded and joined on the top surface. The deck panel includes a connection male port, a connection female port, and a pair of supporters. The connection male port is formed on one side of a metallic plate in the width direction, and the connection female port is formed on the other side of the metallic plate. The supporters are formed on the top surface of the metallic plate in the longitudinal direction and include a recessed unit. The recessed unit of the center is bent downward to be recessed and includes two welded portions on both ends. A reversed triangle space unit is integrally formed by the recessed unit, the two welding portions, and two inclined portions on the inner lower part of the recessed unit. A post portion vertically bent is formed on the lower part of the inclined portion. A reinforcing protrusion protruding upward is formed between the left and right supports. Lattice members bent into a wave shape are welded and joined to both sides of an upper steel bar of the truss girder, and lower steel bar is welded and joined to the outer side of the lower part of the lattice member so that the truss girder is formed into a triangle shape. Each lower part of the lattice members is horizontally bent to the outer side so that foot units are formed. The lower parts of the foot units of the truss girder are welded and joined to the welding portions of the supporters of the deck panel.
摘要翻译：本发明涉及一种与桁架梁一体化的甲板，桁架梁被焊接和连接。与桁架梁一体化的甲板包括一个甲板，桁架梁被焊接并连接在顶面上。甲板面板包括连接公端口，连接母端口和一对支持者。连接阳端口形成在金属板的宽度方向的一侧，并且连接母端口形成在金属板的另一侧。支撑体沿纵向方向形成在金属板的顶表面上并且包括凹陷单元。中心的凹陷单元向下弯曲成凹入，并且在两端具有两个焊接部。反转的三角形空间单元通过凹陷单元，两个焊接部分和凹入单元的内部下部的两个倾斜部分一体地形成。在倾斜部分的下部形成垂直弯曲的柱部分。在左右支撑件之间形成有向上突出的加强突起。弯曲成波形的格子件被焊接并连接到桁架梁的上钢筋的两侧，并且下钢筋被焊接并接合到格栅构件的下部的外侧，使得桁架梁形成三角形。网格构件的每个下部水平地弯曲到外侧，从而形成脚单元。桁架梁的脚单元的下部被焊接并接合到甲板板的支撑件的焊接部分。

44. 发明专利

ZA9501011B A reinforcing body for a ribbed floor of poured concrete 未知
公开(公告)号：ZA9501011B
公开(公告)日：1995-10-19
申请号：ZA9501011
申请日：1995-02-08
申请人： AVI ALPENLAENDISCHE VERED
发明人： RITTER GERHARD , RITTER KLAUS , MATZ KLAUS , GEIGER DIETMAR
IPC分类号： E04B5/38 , E04C5/06 , E04C
CPC分类号： E04B5/38 , E04C5/0631

45. 发明专利

ZA7505201B STRUCTURAL PANEL 未知
公开(公告)号：ZA7505201B
公开(公告)日：1976-07-28
申请号：ZA7505201
申请日：1975-08-13
申请人： LEIBLICH G
发明人： LEIBLICH G
IPC分类号： E04C5/06 , E04H17/02 , E04B , E04C
CPC分类号： E04C5/0631 , E04H17/02

46. 发明公开

KR1020140095368A 건축물의 빔에 대한 견고한 고정 부재를 갖는 시스템 데크 플레이트 및 시스템 데크 플레이트의 시공 방법 有权
标题翻译：具有刚性固定构件的系统底板与其结构的梁及其构造方法
公开(公告)号：KR1020140095368A
公开(公告)日：2014-08-01
申请号：KR1020130008274
申请日：2013-01-24
申请人： 명화엔지니어링 주식회사
发明人： 김무수
IPC分类号： E04B5/40
CPC分类号： E04C5/0631 , E04B1/38 , E04B5/23 , E04B5/326 , E04B5/40 , E04C5/16
摘要： The purpose of the present invention is to provide a system deck plate, capable of being rigidly fixed to a structure without damage to a deck plate, preventing deck plates from being detached from each other, and completely preventing concrete from being leaked at a joint between the deck plates, and a construction method of the system deck plate. The system deck plate comprises: a bottom plate including a connecting unit on both sides thereof; a plurality of truss girders fixed to the bottom plate at regular intervals; a fixing member which is fixed to at least one end part of each truss girder and fixed to a beam of a building; and an embedding member located in a space above the bottom plate between the truss girders. The construction method of the system deck plate includes: preparing a deck plate which includes a fixing member for fixing a beam on each end part and includes truss girders fixed thereto; arranging deck plates on a beam of a building to be constructed and coupling bottom plates adjacent to each other by mutually inserting and coupling the bottom plates by connecting units integrated with edges of the deck plates; fixing the fixing member for a beam of the deck plate to the beam of a structure; arranging an embedding member in the space above the bottom plate between the truss girders; and casting and hardening concrete on a deck plate with the embedding member and reinforcing wires.
摘要翻译：本发明的目的是提供一种能够刚性地固定到结构而不损坏甲板板的系统甲板板，防止甲板彼此分离，并且完全防止混凝土在接头之间泄漏甲板板和系统甲板的施工方法。所述系统台板包括：底板，包括在其两侧的连接单元; 多个桁架梁定期固定在底板上; 固定构件，其固定到每个桁架梁的至少一个端部并固定到建筑物的梁; 以及位于桁架梁之间的底板上方的空间中的嵌入构件。系统甲板板的构造方法包括：准备甲板板，其包括用于将梁固定在每个端部上的固定构件，并且包括固定到其上的桁架梁; 在要建造的建筑物的梁上布置甲板，并通过与甲板板的边缘相结合的连接单元相互插入和联接底板，将底板彼此相邻; 将甲板板的梁的固定构件固定到结构的梁上; 在桁架梁之间的底板上方的空间内布置嵌入构件; 并在具有嵌入构件和加强线的甲板上浇铸和硬化混凝土。

47. 发明公开

KR1020120053219A 풍선을 이용한 중공 슬래브 구조 및 이의 시공방법 无效
标题翻译：使用空气挡泥板的中空砖结构及其构造方法
公开(公告)号：KR1020120053219A
公开(公告)日：2012-05-25
申请号：KR1020100114376
申请日：2010-11-17
申请人： (주)한미글로벌건축사사무소
发明人： 노송근 , 최진규 , 박영욱 , 김정식
IPC分类号： E04B5/32
CPC分类号： E04B5/326 , E04B1/40 , E04B5/40 , E04C5/0631
摘要： PURPOSE: A void slab using a balloon fixed on a truss girder of a reinforced truss type deck plate and a construction method thereof are provided to easily install a void slab on a truss girder of a reinforced truss type deck plate by minimizing the number of components in a construction field. CONSTITUTION: A void slab using a balloon fixed on a truss girder of a reinforced truss type deck plate comprises a deck plate(D), a horizontal bar, a pair of vertical bars, a plurality of balloons, and a slab concrete. A plurality of truss girders is formed in plural rows on the upper part of a plate(D20) so that the deck plate is composed. The horizontal bar is installed by dividing into an upper horizontal bar and lower horizontal bar between the truss girders of the plural rows. One end of the vertical bar is joined to the upper part of the deck plate and middle and end parts are respectively joined to the upper and lower horizontal bars. The balloon is inserted into a balloon installing space formed by the upper and lower horizontal bars and two vertical bars. The upper part of the balloon is installed underneath the upper part of the truss girder. An injection hole(B1) is formed in one end of the balloon so that air or foaming molding materials are injected into inside the balloon.
摘要翻译：目的：提供一种使用固定在加强桁架甲板上的桁架梁上的气球的空隙板及其构造方法，以便通过最小化部件的数量来容易地将空隙板安装在加强桁架甲板上的桁架梁上在建筑领域。构成：使用固定在加强桁架甲板上的桁架梁上的气球的空板，包括甲板（D），水平杆，一对垂直杆，多个气球和板坯混凝土。多个桁架梁在板（D20）的上部以多行形成，从而组合甲板板。水平杆通过分成多排的桁架梁之间的上横杆和下水平杆来安装。垂直杆的一端连接到甲板板的上部，中部和端部分别连接到上下水平杆。将气球插入由上下水平杆和两个垂直杆形成的气球安装空间中。气球的上部安装在桁架梁的上部下方。在气囊的一端形成有注入孔（B1），使空气或发泡成型材料注入到气囊的内部。

48. 发明公开

KR1020110018065A 데크 플레이트 반복 재사용에 의한 ＳＣ조 건축물 순타공법 无效
标题翻译：通过回收板卡的结构的结构方法
公开(公告)号：KR1020110018065A
公开(公告)日：2011-02-23
申请号：KR1020090075673
申请日：2009-08-17
申请人： 깨뱉시스템주식회사 , 박정진 , 박정호 , 정주희 , 이용호
发明人： 박정진 , 박정호 , 정주희 , 이용호
IPC分类号： E04B5/00 , E04B5/40
CPC分类号： E04B5/32 , E04B1/165 , E04B1/24 , E04C5/0631 , E04G11/36 , E04G11/48 , E04G19/003
摘要： PURPOSE: A construction method for a steel-concrete structure by the reuse of deck plates is provided to successively complete a steel-concrete structure by vertically moving deck plates and repeating the assembly and disassembly within the structure. CONSTITUTION: A construction method for a steel-concrete structure by the reuse of deck plates is as follows. Deck plates are successively arranged on the top of variable joists, whose both ends are bent downward, and connected into a large form. The variable joists are placed on separated steel beams and support the settlement of the deck plates.
摘要翻译：目的：通过重复使用甲板的钢筋混凝土结构的施工方法，通过垂直移动甲板板，重复组装和拆卸，连续完成钢混结构。构成：通过重复使用甲板的钢筋混凝土结构的施工方法如下。甲板连续地布置在可变托梁的顶部，其两端向下弯曲并连接成大的形式。可变托梁放置在分离的钢梁上，并支撑甲板板的沉降。

49. 发明公开

KR1020100055759A 역삼각강선트러스와 박강판골데크 거푸집 바닥판 제조공법 有权
标题翻译：具有薄钢板RIB DECK混凝土形式的反向三角形线束的地板的制造方法
公开(公告)号：KR1020100055759A
公开(公告)日：2010-05-27
申请号：KR1020080114628
申请日：2008-11-18
申请人： 이창남
发明人： 이창남
IPC分类号： E04B5/32 , E04B5/40 , E04G9/00
CPC分类号： E04B5/40 , E04B1/40 , E04C5/0631 , E04C5/16
摘要： PURPOSE: A method for manufacturing a floor slab of a reversed triangular wire truss and a thin steel plate deck is provided to prevent lateral buckling, and to improve the bearing strength of a structure. CONSTITUTION: A method for manufacturing a floor slab of a reversed triangular wire truss and a thin steel plate deck is as follows. Two upper chord member(3) and a lower chord member form a v-shape. A reversed triangular wire truss is manufactured by welding two diagonal members(5) with the upper and lower chord members in left and right inclined surfaces. Wire tie bars(6) are welded with the upper chord members at a right angle.
摘要翻译：目的：提供一种用于制造反向三角形桁架和薄钢板甲板的地板的方法，以防止侧向屈曲，并提高结构的承载强度。构成：用于制造反三角形桁架和薄钢板甲板的地板的方法如下。两个上弦构件（3）和下弦构件形成v形。通过将两个对角构件（5）与左右倾斜表面中的上下弦构件焊接来制造反转的三角形桁架。钢丝绳（6）与上弦杆构件以直角焊接。

50. 发明公开

KR1020180009273A 압축 및 인장 보강 트러스 거더 일체형 데크 有权
标题翻译：压缩和张力加固桁架梁整体式甲板
公开(公告)号：KR1020180009273A
公开(公告)日：2018-01-26
申请号：KR1020160091015
申请日：2016-07-18
申请人： (주)엔테이지 , 김영호
发明人： 김영호
IPC分类号： E04C5/06 , E04C5/07 , E04B5/38
CPC分类号： E04C5/0631 , E04B5/38 , E04C5/07
摘要： 본발명은압축및 인장보강트러스거더일체형데크에관한것으로서, 더욱상세하게는슬림형골데크의내부에인장보강근을구성하고, 상부에압축보강부재가구성된트러스거더를구성하도록하는압축및 인장보강트러스거더일체형데크에관한것이다. 본발명의바람직한일 실시예는일정크기의평판을절곡하여형성하며평면부를기준으로하방으로돌출되도록전체길이방향으로하부골이복수개가형성되며, 폭방향양단부는절곡되어길이방향을따라형성된데크연결부가형성되고, 각하부골의폭방향양측의평면부에는상부로돌출하여리브가형성되는슬림형골데크와; 강재로형성되는일정길이의압축보강부재와, 압축보강부재의하부로일정거리이격되어쌍으로형성되는하현재와, 압축보강부재의폭방향양측에서각각압축보강부재와하현재를연결하도록결합되며하단에외측으로절곡되어풋부가형성되는래티스재로이루어져, 래티스재의하부의풋부가하부골의폭방향양측의리브에결합되는트러스거더와; 고정부착부재에의하여하부골의중앙부에고정되며평면부를기준으로하부에위치하도록데크의하부골의내부에길이방향으로구성되는인장보강근;을포함하여이루어진다.
摘要翻译：本发明的压缩和拉伸增强件桁梁涉及一种一体式甲板，并且更具体地，涉及薄骨配置在甲板上的内侧，和所述压缩和拉伸增强件桁梁的压缩加强件到上部，从而拉紧杆作为配置桁梁组成的本发明涉及一种综合甲板。本发明的一个优选实施例是通过弯曲一预定尺寸和平坦的平板形成为向下突出到基于它的部分是与全长方向得分越低，以形成狗多个，宽度方向的相对端部沿着弯曲的纵向形成甲板连接形成纤细骨甲板和要添加，在对bugol爵士的两侧上的宽度方向上的平坦部分具有突出到上部肋形成; 和钢材料形成的预定长度的压缩加强构件，受压增强bujaeui耦合在电流和受压增强bujaeui宽度方向的相对侧即从形成于一对底部有一定的距离，以便分别连接压缩加强构件瓦哈本底部外由被弯曲脚部形成有晶格材料，晶格桁梁下脚部分，其被接合到所述肋在宽度方向上的下部和所述骨两侧的材料制成; 由一个固定的安装件被固定到由在下层的骨的内部的纵向方向上的下骨拉力试棒的中央部被定位在所述基准的下部平坦部;包括：a。

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