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1. 发明公开

KR1020110047451A 건축용 조립식 데크플레이트 및 이의 설치방법 有权
标题翻译：组装甲板板及其安装方法
公开(公告)号：KR1020110047451A
公开(公告)日：2011-05-09
申请号：KR1020090104082
申请日：2009-10-30
申请人： (주)한미글로벌건축사사무소
发明人： 김정식 , 노송근 , 최진규 , 김재균
IPC分类号： E04B5/40
摘要： PURPOSE: A prefabricated deck plate for construction and an installation method thereof are provided to ensure simple and safe transport and installation because upper and lower plates are separately manufactured and assembled in the field. CONSTITUTION: A prefabricated deck plate for construction comprises an upper plate(110) and a lower plate(120). The upper plate includes an upper panel in the shape of a laid panel and side panels which are bent down at an obtuse angle on both sides of the upper panel and formed with upper plate joints. The lower plate is formed with lower plate joints on both ends thereof, and a truss girder is attached in the longitudinal direction to the top center of the lower plate. The lower plate joints are formed in the shape of grooves in which the upper plate joints are obliquely inserted from above.
摘要翻译：目的：提供一种用于建筑的预制甲板板及其安装方法，以确保简单安全的运输和安装，因为上板和下板在现场分开制造和组装。构成：用于构造的预制甲板板包括上板（110）和下板（120）。上板包括上板的上板和侧板，其在上板的两侧以钝角向下弯曲并形成有上板接头。下板在其两端形成有下板接头，并且桁架梁沿纵向方向附接到下板的顶部中心。下板接头形成为上板接合部从上方倾斜插入的槽的形状。

2. 发明授权

KR101078789B1 건축용 조립식 데크플레이트 및 이의 설치방법 有权
标题翻译：组装甲板板及其安装方法
公开(公告)号：KR101078789B1
公开(公告)日：2011-11-01
申请号：KR1020090104082
申请日：2009-10-30
申请人： (주)한미글로벌건축사사무소
发明人： 김정식 , 노송근 , 최진규 , 김재균
IPC分类号： E04B5/40
摘要： 또한, 추가로상기측면판(114)이아래를향해예각으로한 번이상절곡되는것을특징으로하는건축용조립식데크플레이트(100) 및이의설치방법을제공하며, 콘크리트와의결속을강화하는요철이상기상부플레이트(110)의상부판(112)과측면판(114) 중어느하나또는둘 다에다수개 형성되는것을특징으로하는건축용조립식데크플레이트(100) 및이의설치방법을제공한다.

3. 发明公开

KR1020110046708A 래티스형 철선을 이용한 슬래브-기둥 접합부의 펀칭전단 보강구조 无效
标题翻译：使用格子线改进冲孔剪切应力的增强结构
公开(公告)号：KR1020110046708A
公开(公告)日：2011-05-06
申请号：KR1020090103313
申请日：2009-10-29
申请人： (주)한미글로벌건축사사무소
发明人： 김정식 , 노송근 , 최진규 , 김재균 , 이승열 , 박영욱
IPC分类号： E04C5/06 , E04C5/01 , E04B5/43
摘要： PURPOSE: A punching shear reinforcement structure of a slab-column joint using a latticed wire is provided to reduce material costs by using a latticed wire which has a smaller diameter than a steel wire. CONSTITUTION: A punching shear reinforcement structure of a slab-column joint using a latticed wire comprises latticed horizontal reinforcing bars(3), forms, spacing blocks(6), and multiple latticed wires(7). The horizontal reinforcing bars are connected to the side surface of a column(1) and are composed of upper and lower chords(30,31). The forms cover the horizontal reinforcing bars. The spacing blocks are arranged on the bottom surface of the form and separate the lower chords and the form. The latticed wires are connected to the horizontal reinforcing bars in a longitudinal direction and are arranged to be at right angles of the shear crack direction of slabs(2).
摘要翻译：目的：提供一种使用格子线的板坯接头的冲剪剪力加固结构，通过使用直径小于钢丝的格子线来降低材料成本。构成：使用格子线的板 - 柱接头的冲剪剪力加固结构包括网格水平钢筋（3），形式，间隔块（6）和多格子线（7）。水平钢筋与柱（1）的侧面相连，由上和下（30,31）构成。这些形式覆盖了水平钢筋。间隔块布置在形式的底部表面上，并分离下部和弦和形式。网格线沿纵向方向连接到水平钢筋，并且被布置成与板坯（2）的剪切裂纹方向成直角。

4. 发明公开

KR1020120059896A 풍선을 이용한 중공 벽체 구조 및 이의 시공방법 无效
标题翻译：使用空气球的空心芯壁结构及其施工方法
公开(公告)号：KR1020120059896A
公开(公告)日：2012-06-11
申请号：KR1020100121388
申请日：2010-12-01
申请人： (주)한미글로벌건축사사무소
发明人： 노송근 , 최진규 , 박영욱 , 김정식
IPC分类号： E04B2/68 , E04B2/56
CPC分类号： E04B2/7407 , E04B1/84 , E04B2/00 , E04B2/72 , E04B2002/728 , E04B2002/7483
摘要： PURPOSE: A hollow wall structure using hollow balloons and a construction method thereof are provided to improve heat and sound insulation performance and to remarkably reduce the amount of concrete and frames. CONSTITUTION: A hollow wall structure using hollow balloons comprises a reinforced concrete wall(W), one or more hollow balloons(100), multiple connection rings, and fixing wires. The reinforced concrete wall comprises horizontal and vertical reinforcing bars and concrete. The hollow balloons are installed inside the reinforced concrete wall. Air is injected into the hollow balloons. The connection rings are formed on the outer surfaces of the hollow balloons. The fixing wires are inserted into the connection rings and fixed to the horizontal reinforcing bars and/or the vertical reinforcing bars.
摘要翻译：目的：提供使用中空球囊的中空壁结构及其施工方法，以提高隔热性能和隔音性能，显着减少混凝土和框架的数量。构成：使用中空球囊的中空壁结构包括钢筋混凝土墙（W），一个或多个空心气球（100），多个连接环和固定线。钢筋混凝土墙包括水平和垂直的钢筋和混凝土。空心气球安装在钢筋混凝土墙内。空气注入中空气球。连接环形成在中空气球的外表面上。固定线插入连接环中并固定在水平钢筋和/或垂直钢筋上。

5. 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。

6. 发明授权

KR101046318B1 조립식 데크플레이트 有权
标题翻译：预制甲板板
公开(公告)号：KR101046318B1
公开(公告)日：2011-07-05
申请号：KR1020090046947
申请日：2009-05-28
申请人： (주)한미글로벌건축사사무소
发明人： 김정식 , 노송근 , 최진규 , 김재균
IPC分类号： E04B5/40 , E04B5/36 , E04B5/32
摘要： 본 발명은 마루와 골을 분리함으로써 데크플레이트의 운반성을 좋게하고 다양한 현장상황에 대응 가능한 데크플레이트에 관한 것으로, 더욱 상세하게는 상부판의 좌,우측에 측면판이 아랫방향으로 결합되어 있는 마루부재; 및 하부판 양측 또는 일측에 하부판을 두번 접어서 만든 홈의 형상인 결속부가 있는 골부재;로 구성되되, 골부재는 결속부와 측면판이 마주보도록 마루부재의 좌,우측에 위치되며, 결속부의 홈에 마루부재의 좌,우측 측면판이 끼움 결합되는 것을 특징으로 하는 조립식 데크플레이트에 관한 것이다.
마루부재, 골부재, 데크플레이트, 결속부, 트러스
摘要翻译：这是由分离的地板和骨提高甲板板的处理和上可用的甲板板对应于不同的现场条件，更具体地板，左侧到顶板向下构件的右侧接合作为本发明的地板。和两侧的底板，或另外，肋构件在由在一侧上折叠所述底部板两次发了家的结合的形状; doedoe包括，肋构件被定位在左和对向板结合部的右侧和侧底板部件，地板结合沟并且构件的左侧板和右侧板彼此接合。

7. 发明公开

KR1020110047452A 건축용 아치형 데크플레이트 无效
标题翻译：拱形甲板建筑
公开(公告)号：KR1020110047452A
公开(公告)日：2011-05-09
申请号：KR1020090104083
申请日：2009-10-30
申请人： (주)한미글로벌건축사사무소
发明人： 김정식 , 노송근 , 최진규 , 김재균
IPC分类号： E04B5/40
摘要： PURPOSE: An arc type deck plate for construction is provided to minimize the increase of dead load by reducing the sagging of an upper plate due to slab concrete. CONSTITUTION: An arc type deck plate for construction comprises an upper plate(110), inclined plates(120), side plates(130), and plate joints(140). The inclined plates are formed by bending down both sides of the upper plate at an obtuse angle. The side plates are formed by bending down the lower part of the inclined plates at an obtuse angle. The plate joints are formed by bending the lower part of the side plates for coupling with an adjacent deck plate.
摘要翻译：目的：提供一种用于建筑的弧形甲板板，通过减少由于板坯混凝土引起的上板下垂而使死载的增加最小化。构造：用于构造的弧形甲板，包括上板（110），倾斜板（120），侧板（130）和板接头（140）。倾斜板通过以钝角向下弯曲上板的两侧而形成。侧板通过以斜角向下弯曲倾斜板的下部而形成。板接头通过弯曲侧板的下部以与相邻的甲板板连接而形成。

8. 发明公开

KR1020100128519A 조립식 데크플레이트 有权
标题翻译： KNOCKDOWN DECK板
公开(公告)号：KR1020100128519A
公开(公告)日：2010-12-08
申请号：KR1020090046947
申请日：2009-05-28
申请人： (주)한미글로벌건축사사무소
发明人： 김정식 , 노송근 , 최진규 , 김재균
IPC分类号： E04B5/40 , E04B5/36 , E04B5/32
摘要： PURPOSE: A prefabricated deck plate is provided to prevent a deck plate from horizontally sagging since a side plate is bent one or more times in case of a deck plate and to facilitate the transportation of deck plates since the ridge member and groove member of the deck plate are separated. CONSTITUTION: A prefabricated deck plate comprises a ridge member(100) and a groove member(200). A side plate(120) is coupled on the left and right of the upper plate(110) in the ridge member. A joint(220) is formed on one side or both sides of a lower plate(210) in the groove member. The joint is formed into the shape of a groove which is made by folding the lower plate twice. The groove member is formed in the left and right of the ridge member to face the joint and the side plate to each other.
摘要翻译：目的：提供一种预制甲板板，以防止甲板板水平下垂，因为侧板在甲板板上弯曲一次或多次，并且便于甲板板的运输，因为甲板的脊构件和槽构件板分开。构成：预制的甲板包括一个脊部件（100）和一个槽部件（200）。侧板（120）在脊构件的上板（110）的左右两侧联接。在槽构件中的下板（210）的一侧或两侧形成有接头（220）。接头形成为通过将下板折叠两次而制成的凹槽的形状。槽构件形成在脊部件的左右两侧，以使接头和侧板彼此面对。

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