公开(公告)号：KR1020120059896A

公开(公告)日：2012-06-11

申请号：KR1020100121388

申请日：2010-12-01

Applicant: (주)한미글로벌건축사사무소

Inventor： 노송근 ,  최진규 ,  박영욱 ,  김정식

IPC: E04B2/68 ,  E04B2/56

CPC classification number: E04B2/7407 ,  E04B1/84 ,  E04B2/00 ,  E04B2/72 ,  E04B2002/728 ,  E04B2002/7483

Abstract: 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.

Abstract translation: 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。

公开(公告)号：KR1020110046708A

公开(公告)日：2011-05-06

申请号：KR1020090103313

申请日：2009-10-29

Applicant: (주)한미글로벌건축사사무소

Inventor： 김정식 ,  노송근 ,  최진규 ,  김재균 ,  이승열 ,  박영욱

IPC: E04C5/06 ,  E04C5/01 ,  E04B5/43

Abstract: 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).

Abstract translation: 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。

公开(公告)号：KR1020120053219A

公开(公告)日：2012-05-25

申请号：KR1020100114376

申请日：2010-11-17

Applicant: (주)한미글로벌건축사사무소

Inventor： 노송근 ,  최진규 ,  박영욱 ,  김정식

IPC: E04B5/32

CPC classification number: E04B5/326 ,  E04B1/40 ,  E04B5/40 ,  E04C5/0631

Abstract: 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.

Abstract translation: 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。