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    • 1. 发明授权
    • 비정형 콘크리트 구조물 시공을 위한 철골구조체 및 이를 이용한 비정형 콘크리트 구조물 시공방법
    • 钢框架免费形式混凝土结构和使用它的方法
    • KR101184277B1
    • 2012-09-21
    • KR1020110109469
    • 2011-10-25
    • 두산건설 주식회사주식회사 건축사사무소디지털건축연구소위드웍스
    • 조성준이홍규박영미김성진
    • E04B1/14E04B1/02
    • PURPOSE: A steel frame structure for the construction of an atypical concrete structure and a construction method of an atypical concrete structure using the same are provided to improve the structural stability of an atypical concrete structure by burying the steel frame structure in the atypical concrete structure. CONSTITUTION: A construction method of an atypical concrete structure using a steel frame structure for the construction of an atypical concrete structure is as follows. An area for the construction of an atypical concrete structure(200) is divided. Lightweight vertical steel frames(110) are formed in the same shape as the outer surface of the atypical concrete structure. Lightweight horizontal steel frames(120) are formed in the same shape as the plane shape of the atypical concrete structure. The lightweight vertical steel frames are installed in the boundary portions of the divided areas. Horizontal reinforcing bars(130) are inserted into first bar arrangement holes of the lightweight vertical steel frames. Vertical reinforcing bars(140) are inserted into second bar arrangement holes of the lightweight horizontal steel frames. A wire mesh, a metal lathe, and a PE net are installed on the steel frame structure composed of the lightweight vertical and horizontal steel frames and vertical and horizontal reinforcing bars, and concrete is placed thereon.
    • 目的:提供一种用于建造非典型混凝土结构的钢框架结构和使用其的非典型混凝土结构的施工方法,以通过将钢框架结构埋在非典型混凝土结构中来改善非典型混凝土结构的结构稳定性。 构成:使用钢框架结构构造非典型混凝土结构的非典型混凝土结构的施工方法如下。 建造非典型混凝土结构(200)的区域划分。 轻型立式钢框架(110)形成为与非典型混凝土结构的外表面相同的形状。 轻型水平钢框架(120)形成为与非典型混凝土结构的平面形状相同的形状。 轻型立式钢框架安装在分割区域的边界部分。 水平钢筋(130)被插入到轻质垂直钢框架的第一杆布置孔中。 垂直钢筋(140)被插入到轻质水平钢框架的第二杆布置孔中。 钢丝网,金属车床和PE网安装在由轻型垂直和水平钢框架以及垂直和水平钢筋组成的钢框架结构上,混凝土放置在其上。
    • 3. 发明授权
    • 비정형 내외장재의 소량 다품종 생산을 위한 로보틱 기반의 융합형 형상변형몰드 제작장치 및 비정형 내외장재 성형용 몰드 제작방법
    • KR101888335B1
    • 2018-09-07
    • KR1020180026469
    • 2018-03-06
    • 주식회사 건축사사무소디지털건축연구소위드웍스
    • 김성진김현오나상호
    • B28B1/32B28B7/34B33Y30/00
    • B28B1/32B28B7/346B28B7/348
    • 본발명은비정형내외장재의소량다품종생산을위한로보틱기반의융합형형상변형몰드제작장치와비정형내외장재성형용몰드제작방법에관한것으로비정형내외장재의소량다품종생산을위한특수한형태의로보틱기반의융합형형상변형몰드제작장치및 이를이용한비정형내외장재성형용몰드제작방법을제공함으로써, 3D 형상의입면패턴이구현된다양한형태의고품질비정형콘크리트내외장재를편리하게제작하는등 비정형건축에서요구되는다양한디자인을경제적으로구현하여비정형건축발전에크게기여할수 있도록하여주고자함에그 목적을둔 것이다. 상기와같은목적을달성하기위한본 발명의비정형내외장재의소량다품종생산을위한로보틱기반의융합형형상변형몰드제작장치는기본적으로상하로이동가능한다수개의액츄에이터(110)를구비하여액츄에이터(110) 상면에놓여진멤브레인시트(10)를설계된비정형형태로변형시켜주는멀티포인트머신(100)과, 상기멀티포인트머신(100)의일측에설치되어멤브레인시트(10) 상면에 3차원형상의입면패턴을형성하기위해성형재료(20)를적층하는 3D프린터(200)와, 상기멀티포인트머신(100)의일측에설치되어 3D프린터(200)에의해멤브레인시트(10) 상면에적층된 3차원형상의입면패턴의표면을정밀가공하여설계된 3차원형상의입면패턴이완성된몰드(30)를완성하기위한 CNC 밀링머신(300)과, 상기멀티포인트머신(100)의일측에설치되어 CNC 밀링머신(300)으로정밀가공되어설계된 3차원형상의입면패턴을완성한몰드(30) 내부로콘크리트(40)를분사하여충전시켜주는콘크리트타설장치(400)를포함하여이루어짐에그 특징이있는것이다. 그러는한편, 본발명의비정형내외장재성형용몰드제작방법은기본적으로비정형콘크리트내외장재를제작함에있어서, 멀티포인트머신(100)에구비된다수개의액츄에이터(110) 상면에멤브레인시트(10)를안착시킨후 액츄에이터(110)를상하로이동시켜멤브레인시트(10)를설계된비정형형태로변형시켜주는단계(A)와; 상기멀티포인트머신(100)의일측에설치된 3D프린터(200)를이용하여비정형형태로변형된멤브레인시트(10) 상면에 3차원형상의입면패턴을형성하기위해성형재료(20)를적층하는단계(B)와; 상기멀티포인트머신(100)의일측에설치된 CNC 밀링머신(300)을이용하여 3D프린터(200)에의해멤브레인시트(10) 상면에적층된 3차원형상의입면패턴의표면을정밀가공하여설계된 3차원형상의입면패턴이완성된몰드(30)를완성하는단계(C)와; 상기멀티포인트머신(100)의일측에설치된콘크리트타설장치(400)를이용하여 CNC 밀링머신(300)에의해정밀가공되어설계된 3차원형상의입면패턴을완성한몰드(30) 내부로콘크리트(40)를분사하여충전한다음양생시키는단계(D)와; 상기몰드(30) 내부에충진된콘크리트(40)가양생되면몰드(30)로부터분리시켜 3차원형상의입면패턴이완성한비정형콘크리트내외장재(50)를얻는단계(E)를포함하여제조됨을특징으로한다.
    • 7. 发明授权
    • 건축구조물의 비정형 파사드 유닛모듈 및 이를 이용한 건축구조물의 비정형 파사드 시공방법
    • 建筑物和单元模块的FACADE单元模块FREERORM FACADE的构造方法
    • KR101410277B1
    • 2014-07-02
    • KR1020140005142
    • 2014-01-15
    • (주)아이티엠 코퍼레이션 건축사사무소주식회사 건축사사무소디지털건축연구소위드웍스일성건설 주식회사
    • 김성진박성진박영미
    • E04B2/88E04F13/08E04D12/00
    • E04B2/96E04F13/0805E04F13/081
    • Provided are an atypical facade unit module of a building structure and an atypical facade construction method of a building structure using the same. The atypical facade unit module of the building structure and the atypical facade construction method of the building structure using the same, comprising a step of installing a first base structure in which a first installing space is comparted by welding and fixing a plurality of first vertical pillars and a plurality of horizontal supports on the external wall of a building structure; a step of installing a cutoff wall, windows and doors in the first installing space of the first base structure; a step of installing a second base structure in which a second installing space is comparted by fixing a second vertical pillar on the horizontal supports, fixing a plurality of expanding pieces on the second vertical pillar, fixing a plurality of vertical pillar pipes on the end parts of the expanding pieces at the constant distance, and fixing a horizontal connecting pipe between the vertical pillar pipes after setting the construction position of a facade unit using a three-dimensional laser scanner; a step of installing a plurality of connecting units for fixing the facade unit on the vertical pillar pipes and the horizontal connecting pipe; a step of processing complex panels which are curved at a variety of angles using a computerized numerical control (CNC) machine and assembling the complex panels to manufacture the facade unit; and a step of bring the facade unit to a set position using the three-dimensional laser scanner and fixing the facade unit to the second base structure based on the connecting units. Therefore, construction quality and construction convenience are improved.
    • 提供了一种建筑结构的非典型外观单元模块和使用其的建筑结构的非典型外观构造方法。 建筑结构的非典型立面单元模块和使用其的建筑结构的非典型外墙施工方法,包括安装第一基座结构的步骤,其中第一安装空间通过焊接和固定多个第一垂直柱 以及在建筑结构的外壁上的多个水平支撑件; 在第一基座结构的第一安装空间中安装切断壁,门窗的步骤; 安装第二基座结构的步骤,其中通过将第二垂直支柱固定在水平支撑件上而将第二安装空间分开,将多个扩张件固定在第二竖直支柱上,将多个垂直支柱固定在端部上 在使用三维激光扫描仪设置立面单元的构造位置之后,将竖直连接管固定在竖直立柱之间的水平连接管; 在垂直立柱管和水平连接管上安装用于固定立面单元的多个连接单元的步骤; 使用计算机化数控(CNC)机器处理以各种角度弯曲的复杂面板的步骤,并组装复杂面板以制造立面单元; 以及使用三维激光扫描仪将立面单元置于设定位置并基于连接单元将立面单元固定到第二基座结构的步骤。 因此,施工质量和施工便利性得到提高。
    • 8. 发明授权
    • 건축물 지붕의 더블스킨 패널 고정장치 및 그 고정방법
    • 建筑面板双重皮肤屋顶及其固定
    • KR101288552B1
    • 2013-07-22
    • KR1020130024705
    • 2013-03-07
    • 주식회사 동양지티에스주식회사 건축사사무소디지털건축연구소위드웍스
    • 류한국박민규
    • E04D3/36E04D3/02E04D3/24E04D3/35E04D3/365E04B1/38
    • E04D3/3608
    • PURPOSE: A double skin panel fixing device of a building roof and a fixing method thereof are provided to freely control a direction and horizontal movement of an upper skin by being mounted on between the upper and lower skin of a roof. CONSTITUTION: A double skin panel fixing device of a building roof comprises a first fixing clip (20a), a second fixing clip (20b), a direction adjuster (30), a panel fixing bar (40), a fixing angle (50), and a molding bar (60). The fixing clips for a panel is connected to the upper end of an overlapped part (15) with a lower skin (10), and the direction adjuster is connected to the upper end. The panel fixing bar is connected to a guide groove of the direction adjuster with a T-bolt and is formed along the guide groove in order to be rotated. The fixing angle and the molding bar are connected to the upper part of the panel fixing bar. An upper skin (70) finishing the roof is connected to the upper part of the molding bar with a bolt.
    • 目的:提供一种建筑物屋顶的双层面板固定装置及其固定方法,用于通过安装在屋顶的上部和下部皮肤之间来自由地控制上部皮肤的方向和水平运动。 构成:建筑物屋顶的双面板固定装置包括第一固定夹(20a),第二固定夹(20b),方向调节器(30),面板固定杆(40),固定角(50) ,和模制棒(60)。 用于面板的固定夹连接到具有较低表皮(10)的重叠部分(15)的上端,并且方向调节器连接到上端。 面板固定杆用T型螺栓连接到方向调节器的引导槽,并沿导向槽形成以便旋转。 固定角度和成型条连接到面板固定杆的上部。 顶部的上皮(70)用螺栓连接到成型条的上部。