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1. 发明公开

KR1020110128413A 슬라브패널 설치 및 해체 방법 有权
标题翻译：组装和拆卸滑板的方法
公开(公告)号：KR1020110128413A
公开(公告)日：2011-11-30
申请号：KR1020100047845
申请日：2010-05-24
申请人： 금강공업 주식회사
发明人： 홍영근
IPC分类号： E04G11/48 , E04G11/36 , E04G11/50
CPC分类号： E04G11/02 , E04G11/54 , E04G11/48 , E04G11/38
摘要： PURPOSE: A method of installing and disassembling a slab panel is provided to enable a slab panel to be installed and disassembled easily and simply and in particular to be disassembled in a structurally stable state. CONSTITUTION: A method of installing and disassembling a slab panel is as follows. A wall form assembled as multi layers is disassembled. A slab corner fixing device(300) is installed, which is fixed to the wall, whose end is coupled to a flat tie(300a), and is upward coupled to a slab corner. A supporter(S) is removed, which supports a slab-panel supporting beam(30). A fixing pin is disassembled, which fastens the first through hole of a drop beam(100) to the second through hole of the slab-panel supporting beam to separate the drop beam from the slab-panel supporting beam.
摘要翻译：目的：提供一种安装和拆卸平板面板的方法，使得平板板可以容易且简单地安装和拆卸，特别是在结构稳定的状态下拆卸。构成：安装和拆卸板坯的方法如下。组装成多层的墙壁形式被拆卸。安装有平板角固定装置（300），其固定到壁上，其端部连接到平坦的带（300a）上，并且向上联接到平板角。移除支撑件（S），其支撑板坯支撑梁（30）。拆卸固定销，将落梁（100）的第一通孔紧固在板坯支撑梁的第二通孔上，以将液滴束与板坯支撑梁分离。

2. 发明公开

KR1020060070373A 철재,목재경금속,푸라스틱으로,철근콩크리트건물시공용부위별형틀을 제작하여 쉽고 빨리 경제적으로콩크리트 건물을 시공하는 방법 无效
标题翻译：如何通过制造钢框架，木质轻金属和塑料，钢筋混凝土建筑共同部分的模架，轻松快速地经济地建造混凝土建筑物
公开(公告)号：KR1020060070373A
公开(公告)日：2006-06-23
申请号：KR1020040109089
申请日：2004-12-20
申请人： 현익근
发明人： 현익근
IPC分类号： E04G11/00 , E04G13/00
CPC分类号： E04G11/02 , E04B1/3505 , E04G13/00 , E04G17/12
摘要： 본 발명은 철재,목재경금속,푸라스틱으로,철근콩크리트 건물시공용부위별형틀을 제작하여 쉽고 빨리 경제적으로 콩크리트 건물을 시공하는 방법으로,상세하게는 현재방식은 콩크리트 건물을 시공하기 위하여 그때마다 목재로 건물형태를 완전히 제작하였다가 해채하는 방식은 인력과 재료의 낭비가 극심하다 이상의 페단을 없이 하기 위하여 본 발명에서는 도1,2,3,4,5와같이 철재,목재,경금속,푸라스틱과같은 재료로 부분별로 기둥,보,평면,계단등의 기본틀으 제작하여 크레인으로 이동하여 전체형틀을 조립하여 사용하고 기본틀은 해채하지 않고 이동하여 다시 사용함을써 인력과 재료를 절약하여 원가를 절약합니다
철근콩크리트 건물시공용 부위별 형틀 조립한 이동식철재 판넬

3. 发明公开

KR1020040054990A 암거형 이동식 거푸집틀 시스템 失效
标题翻译： BOX CULVERT型移动式系统
公开(公告)号：KR1020040054990A
公开(公告)日：2004-06-26
申请号：KR1020020081549
申请日：2002-12-20
申请人： 허광무
发明人： 허광무
IPC分类号： E04G11/34
CPC分类号： E04G11/34 , E02D29/045 , E04G11/02
摘要： PURPOSE: A box culvert type movable form system is provided to shorten a period of works by installing/dismantling a panel easily and to improve economical efficiency by using in all sized box culverts. CONSTITUTION: The box culvert type movable form system comprises: vertical steel walers(10) extended to a double spindle pole(22) having wheels vertically; horizontal steel walers(12) located on the upper part of the vertical steel walers(10); and many corner spindles(14) coupled on the corners where the inner upper parts of the vertical steel walkers(10) and the inner upper parts of the horizontal steel walers(12) are located at regular intervals and controlling the distance between the vertical steel waler(10) and the horizontal steel walker(12) by the rotation of a control knob.
摘要翻译：目的：提供箱涵式活动式系统，通过轻松安装/拆卸面板缩短工期，通过在所有尺寸的箱式涵洞中使用，提高经济效益。构成：箱涵式活动形式系统包括：垂直钢制货物（10）延伸到具有垂直轮的双主轴杆（22）; 位于垂直钢瓦（10）上部的水平钢瓦（12）; 以及连接在垂直钢助步器（10）的内部上部和水平钢制造器（12）的内部上部的角部上的许多拐角心轴（14）以规则间隔设置，并且控制垂直钢沃尔（10）和水平钢步行器（12）。

4. 发明公开

KR1020040019818A 암거 제작용 이동식 철재 거푸집장치 및 이를 이용한암거의 증기촉진양생 연속시공방법 有权
标题翻译：用于制造CULVERT和STEAM加速的可移动钢框架装置使用可移动铁框架装置的CULVERT结构方法
公开(公告)号：KR1020040019818A
公开(公告)日：2004-03-06
申请号：KR1020020053734
申请日：2002-09-06
申请人： 주식회사 케이씨건설
发明人： 이석태 , 이호석 , 최시덕
IPC分类号： E04G11/34 , E21D11/10
CPC分类号： E04G11/34 , E04G11/02 , E04G11/54 , E21D11/102
摘要： PURPOSE: A movable iron frame device for manufacture of a culvert and a steam acceleration curing construction method of the culvert using the movable iron frame device are provided to quicken the construction speed of the culvert and to make an outer side wall form member more strongly maintain spacing against the lateral pressure in placing concrete. CONSTITUTION: A movable iron frame device for manufacture of a culvert(300) includes an outer form device including an outer side wall form member(30) and a front and rear finish plate member(104) forming the front and rear of the culvert through combination with the outer side wall form member. The outer side wall form member is installed to the outside of a side wall part(320) of the culvert to constitute the side wall part of the culvert. A driving part driving along a rail part is formed to the outside of the outer side wall form member, to move forward and backward. The outer side wall form member forms a steam supply pipe to the outside, for the steam acceleration curing of the culvert through supply of steam after placing the culvert. The outer side wall form member is laid to the side inside in building a bottom slab(310). The lower end of the outer side wall form member is separably combined to an insert unit installed to the side of the bottom slab. An upper spacing-holding member is horizontally installed to the upper end of the outer side wall form member. Lateral reinforcing structure, to reinforce the lateral pressure given to the outside of the outer side wall form member by the placing of concrete in manufacturing the culvert, is disposed to the outer wall of the outer side wall form member. The lateral reinforcing structure comprises a reinforcing beam installed vertically, and steel wires fixed to the upper and lower ends of the outer side wall form member, to give lateral force to the inside of the outer side wall form member.
摘要翻译：目的：提供一种用于制造涵洞的活动铁框架装置和使用可移动铁框架装置的涵洞的蒸汽加速固化施工方法，以加快涵洞的施工速度，并使外侧壁板构件更加牢固地保持隔离放置混凝土的侧向压力。构造：用于制造涵洞（300）的可动铁框架装置包括外部形成装置，其包括外侧壁形成构件（30）和形成涵洞前后的前后精加工板构件（104）与外侧壁板构件组合。外侧壁形状构件安装在涵洞的侧壁部分（320）的外侧，以构成涵洞的侧壁部分。沿着轨道部分驱动的驱动部分形成在外侧壁形成部件的外侧，以向前后移动。外侧壁形成部件向外部形成蒸汽供给管，用于通过在放置涵洞后供应蒸汽来对涵洞进行蒸汽加速固化。外侧壁形成构件在构成底板（310）的同时被放置在一侧。外侧壁形状构件的下端可分离地组合到安装在底板一侧的插入单元。上部间隔保持构件水平地安装在外侧壁构件的上端。横向加强结构通过在制造涵洞中放置混凝土来加强施加到外侧壁板构件的外侧的侧向压力，被设置在外侧壁板构件的外壁上。横向加强结构包括垂直安装的加强梁和固定到外侧壁形构件的上端和下端的钢丝，以向外侧壁形构件的内侧施加横向力。

5. 发明公开

KR1020040013657A 수직 수평 이동식 거푸집 적용을 위한 보와 벽체(Beam ＆Wall) 후시공 공법 无效
标题翻译：用于垂直/水平移动形式的梁和墙的后施工方法
公开(公告)号：KR1020040013657A
公开(公告)日：2004-02-14
申请号：KR1020020046674
申请日：2002-08-07
申请人： 염조건 , 김영민
发明人： 염조건 , 김영민
IPC分类号： E04G11/00
CPC分类号： E04G11/02 , E04G11/38 , E04G11/50
摘要： PURPOSE: A post construction method for a beam and a wall for applying to a vertical/horizontal movable form is provided to shorten a period of construction, to increase the recycling frequency of a form, to protect environment, to secure high quality and to cut down the costs required for a temporary construction work. CONSTITUTION: The post construction method for a beam and a wall for applying to a vertical/horizontal movable form comprises the steps of pre-constructing a slab, a beam(B1) of the form advancing direction and a wall(W1), then constructing a beam(B2) and a wall(W2) to apply a construction method which moves a prefabricated form horizontally and vertically, then places concrete and cures the concrete surface.
摘要翻译：目的：提供一种适用于垂直/水平可移动形式的梁和墙的后施工方法，以缩短施工时间，增加形状的回收利用频率，保护环境，保证高质量，切割降低临时建筑工程所需的费用。构成：用于施加到垂直/水平可移动形式的梁和墙的后施工方法包括预先构造板坯，前进方向的梁（B1）和壁（W1）的步骤，然后构造梁（B2）和墙（W2），以施加水平和垂直移动预制形式的施工方法，然后混凝土和固化混凝土表面。

6. 发明公开

KR1020160039456A 다층 건축물의 지하층 콘크리트의 시공방법 有权
标题翻译：混凝土施工方法
公开(公告)号：KR1020160039456A
公开(公告)日：2016-04-11
申请号：KR1020140132562
申请日：2014-10-01
申请人： 김충기 , 이영복
发明人： 김충기 , 이영복
IPC分类号： E02D29/045 , E04G11/02
CPC分类号： E02D29/045 , E04G11/02
摘要： 본발명에따른다층건축물의지하층콘크리트의시공방법은, 콘크리트의시공방식을바닥과일부측벽을동시에타설하여토압에대한안정성을확보하여가로지지보를제거하고나머지측벽과지붕과상부의일부측벽을통시에타설하여콘크리트의타설작업을 1단계만으로단축시켜 1개층의콘크리트타설작업을 1단계만으로수행하는것이가능하게되어콘크리트타설작업이대단히간편하게이루어지고콘크리트의양생에필요한시간이절감되게되어공기가현저하게단축되는것이가능하다는우수한효과가있다.
摘要翻译：根据本发明的用于多层建筑物的地下室的混凝土浇注方法使得通过单个步骤可以通过在通过将地板的混凝土固定到地板上来确保抵抗土壤压力的稳定性之后去除水平支撑梁来进行单个地板的混凝土浇筑过程，同时通过在同一时间放置剩余的侧壁，天花板和一些上侧壁来在一个步骤中完成混凝土浇筑过程。因此，混凝土浇注过程非常方便地完成，并且通过节省固化混凝土所需的时间，可以获得显着缩短施工周期的效果。多层建筑的地下室的混凝土浇注方法包括（a）将混凝土置于地板和侧壁的第一模具中并同时固化混凝土的步骤和（b）去除水平支撑梁的步骤临时支撑在垂直方向上形成的垂直壁。

7. 发明授权

KR101426650B1 건축물 골조 형성 구조 有权
标题翻译：建筑框架的形成结构
公开(公告)号：KR101426650B1
公开(公告)日：2014-08-06
申请号：KR1020130033206
申请日：2013-03-28
申请人： 권태돈 , 신한진
发明人： 권태돈 , 신한진
IPC分类号： E04G13/00 , E04G11/06 , E04G11/36
CPC分类号： E04G11/02 , E04G17/075
摘要： The present invention relates to a forming structure of a building frame before concrete is poured which includes a wall body mold panel for forming a wall body and a floor panel for forming a floor slab. In the forming structure of the building frame, a plurality of horizontal ties which is as high as the thickness of the slab is fixed and mounted on the upper side of the floor panel and the wall body mold panel mounted on the wall body. A horizontal rectangular pipe, which is as long as the wall body, is fixed and mounted on the upper side of the horizontal ties. Therefore, the forming structure of the building frame can precisely provide the thickness of the slab because a range to the upper side of the horizontal tie or/and the lower end of the horizontal rectangular pipe becomes a reference point to pour concrete, reduce construction periods because horizontality for construction of the frame of the wall body is settled before concrete is poured since it does not need inking line work and installation of horizontal woods, and precisely construct a building frame.
摘要翻译：本发明涉及一种混凝土浇注前的建筑物框架的成形结构，其包括用于形成墙体的壁体模板和用于形成楼板的地板。在建筑物框架的成形结构中，与板坯厚度一样高的多个水平连接件被固定并安装在地板镶板的上侧和安装在墙体上的壁体模板上。与壁体一样长的水平矩形管被固定并安装在水平连接件的上侧。因此，建筑物框架的成形结构可以精确地提供板坯的厚度，因为水平矩形管的上侧或/和下端的范围成为倾倒混凝土的参考点，从而减少施工周期因为在混凝土浇注之前，墙体的框架的结构的水平度是不需要的，因为它不需要着墨作业和水平木材的安装，并且精确地构建建筑物框架。

8. 发明授权

KR101127008B1 슬라브패널 설치 및 해체 방법 有权
标题翻译：组装和拆卸板坯的方法
公开(公告)号：KR101127008B1
公开(公告)日：2012-03-26
申请号：KR1020100047845
申请日：2010-05-24
申请人： 금강공업 주식회사
发明人： 홍영근
IPC分类号： E04G11/48 , E04G11/36 , E04G11/50
CPC分类号： E04G11/02 , E04G11/54
摘要： 본 발명은 슬라브패널 설치 및 해체 방법에 대하여 개시하며, 본 발명에 의한 슬라브패널 설치 방법은 벽면거푸집을 다층으로 설치하는 단계, 슬라브코너를 설치하는 단계, 슬라브코너 브라켓을 슬라브코너에 삽입하여 결착하는 단계, 드롭빔을 슬라브패널 지지빔의 좌우에 일체화시키는 단계, 드롭빔을 슬라브코너 브라켓에 결합하는 단계, 슬라브패널 지지빔의 하부에 서포터를 설치하는 단계 및 슬라브패널 지지빔 상부에 슬라브패널을 설치하는 단계를 포함하며, 슬라브패널 해체 방법은, 벽면거푸집을 해체하는 단계, 벽면에 고정되면서 상측의 슬라브코너와 결합되는 슬라브코너 고정장치를 설치하는 단계, 서포터를 제거하는 단계, 헤드부와 슬라브패널 지지빔의 체결 상태를 해제하는 단계, 하중에 의해서 피봇파이프가 하강하면 그에 연동하� � 슬라브패널 지지빔과 슬라브패널이 하중에 의하여 순차적으로 하강하는 단계, 슬라브패널을 해체하는 단계 및 드롭빔과 슬라브패널 지지빔을 해체하는 단계를 포함한다.

9. 发明公开

KR1020090012570A 다중 수평구조부재 형성방법 有权
标题翻译：多水平结构成型方法
公开(公告)号：KR1020090012570A
公开(公告)日：2009-02-04
申请号：KR1020070076501
申请日：2007-07-30
申请人： (주)바로건설기술
发明人： 김광만 , 윤상문
IPC分类号： E04G3/28 , E04G11/20 , E04G13/02 , E04B1/35
CPC分类号： E04G11/22 , E04B1/3516 , E04G11/20 , E04G11/02 , E04B1/3505 , E04G11/36
摘要： A formation method of a multiple horizontal structure member is provided to cut down the cost, to shorten a period of construction and to economize in materials by applying an inexpensive concrete construction method such as a sliding form to a general building. A formation method of a multiple horizontal structure member comprises the steps of constructing a reinforced concrete vertical structure member(900) in the process of ascending a sliding form with a sliding method, fixing more than one pairs of horizontal mold frames to equipment of the sliding method to ascent together, installing a mold frame support structure, separating the horizontal mold frames from the equipment of the sliding method and descending, and then placing the horizontal mold frames to the mold frame support structure, forming a reinforced concrete horizontal structure member using the horizontal mold frames(800), and separating and descending the horizontal mold frames after the horizontal structure member is cured and placing on the mold frame support structure located on the lower layer.
摘要翻译：提供一种多水平结构构件的形成方法以降低成本，缩短施工周期并通过将诸如滑动形式的廉价的混凝土施工方法应用于一般建筑物来节省材料。多水平结构构件的形成方法包括在滑动方式上升滑动形式的过程中构造钢筋混凝土垂直结构构件（900）的步骤，将多于一对的水平模架固定到滑动装置方法一起上升，安装模架支撑结构，将水平模架与滑动装置的设备分离并下降，然后将水平模架放置在模架支架结构上，使用水平模具框架（800），并且在水平结构构件固化之后分离和下降水平模架，并将其放置在位于下层上的模架支撑结构上。

10. 发明授权

KR100757961B1 TUNNEL FORM FOR REMOVING EASILY 无效
标题翻译： TUNNEL FORM移除容易
公开(公告)号：KR100757961B1
公开(公告)日：2007-09-11
申请号：KR20060027028
申请日：2006-03-24
申请人： FIRSFORM
发明人： KIM JAE YOUN , KIM GI WOON
IPC分类号： E04G13/06 , E04G11/02
CPC分类号： E04G11/02 , E04G11/48
摘要： A removable tunnel form is provided to hinge a wall mold, a slab mold, and a support and employ a coupling member of coupling the wall mold with the slab mold, such that the slab mold is separated from the tunnel form and then the wall mold is separated from the tunnel form. A tunnel form includes a wall mold(100), a slab mold(200), a coupling member(300), and a support(400). The slab mold(200) is hinged with the wall mold(100). The coupling member(300) couples the wall mold(100) with the slab mold(200). The support(400) supports the slab mold(200). The height of the slab mold is adjusted. The coupling member(300) includes a pulling member(310) and a length adjusting member(320). The pulling member(310) has a section surface in the shape of U. The pulling member(310) has an upper end hinged with the slab mold. The pulling member(310) is provided at a lower end with a knob. The length adjusting member(320) is rested into the pulling member(310), and has the first end hinged to the pulling member(310) and the second end hinged to the wall mold. The pulling member(310) is separated form the length adjusting member so that the slab mold is pulled downward if the pulling member(310) is pull.
摘要翻译：提供可拆卸的隧道形式来铰接一个墙模具，一个平板模具和一个支撑件，并且使用一个将壁模与板坯模具连接在一起的联接构件，使得平板模具与隧道形式分开，然后将壁模与隧道形式分离。隧道形式包括壁模具（100），平板模具（200），联接构件（300）和支撑件（400）。平板模具（200）与壁模（100）铰接。联接构件（300）将壁模具（100）与平板模具（200）连接。支撑件（400）支撑板坯（200）。调整板坯的高度。联接构件（300）包括牵引构件（310）和长度调节构件（320）。牵引构件（310）具有U形截面。牵引构件（310）具有与平板模具铰接的上端。牵引构件（310）在下端设置有旋钮。长度调节构件（320）被放置在拉动构件（310）中，并且第一端铰接到拉动构件（310）并且第二端铰接到壁模具。拉动构件（310）从长度调节构件分离，使得如果拉动构件（310）被拉动，则板坯被向下拉。

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