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1. 发明公开

KR1020080100307A 조립식 계단 有权
标题翻译：装配台
公开(公告)号：KR1020080100307A
公开(公告)日：2008-11-17
申请号：KR1020080071413
申请日：2008-07-23
申请人： 김용근
发明人： 김용근
IPC分类号： E04F11/02 , E04F11/035 , E04F11/022
CPC分类号： E04G13/062
摘要： A prefabricated stairway is provided to be used as the standards of the installation position of the fixing member and for protection from falling and working channel. A prefabricated stairway comprises a plurality of reinforcing supports(152) is connected to the traverse direction as the ladder shape to the frame(151) of the outer ring, a fall prevention net(153) which is combined with the whole of the frame, a fixing jig(15) in which the fixed bracket connected to the fixing member is formed in four edge of structure.
摘要翻译：提供一个预制楼梯作为固定构件的安装位置的标准，并防止跌倒和作业通道。预制楼梯包括多个加强支撑件（152）作为梯形形状连接到外圈的框架（151）的横向方向上，与整个框架组合的防坠网（153）固定夹具（15），其中连接到固定构件的固定支架形成为四个结构边缘。

2. 实用新型

KR200386932Y1 A connecting member for mold of stairway 失效
标题翻译：楼梯模具连接件
公开(公告)号：KR200386932Y1
公开(公告)日：2005-06-16
申请号：KR20050008842
申请日：2005-03-31
IPC分类号： E04G13/06
CPC分类号： E04G13/062
摘要： 본 고안에 따른 계단 성형 거푸집용 연결부재는, 계단참의 저면을 형성하는 계단참부재와 계단경사부의 저면을 형성하는 경사면부재를 구비하는 계단 성형용 거푸집에 사용되는 것으로, 상기 계단참부재의 일단부 및 경사면부재의 일단부 사이에 배치되며 계단참연결부와 경사면연결부를 가지는 몸체를 구비하며, 상기 계단참연결부는, 그 계단참연결부의 끝면이 상기 계단참부재의 일단부의 끝면과 마주하는 상태로 상기 계단참부재에 고정되며, 상기 경사면연결부는, 그 경사면연결부의 끝면이 상기 경사면부재의 일단부의 끝면과 마주하는 상태로 상기 경사면부재에 고정되며, 콘크리트가 상기 거푸집에 타설될 때, 그 타설되는 콘크리트에 상기 계단참연결부의 상면 및 경사면연결부의 상면이 접촉되며, 상기 계단참연결부의 상면은 상기 경사면� ��결부의 상면에 대하여 경사진 점에 특징이 있다.

3. 发明公开

KR1020030079657A 계단구조 및 계단의 구축방법 失效
标题翻译：结构和安装方法
公开(公告)号：KR1020030079657A
公开(公告)日：2003-10-10
申请号：KR1020020072248
申请日：2002-11-20
申请人： 가부시키가이샤 요코모리 세이사쿠쇼 , 재단법인 포항산업과학연구원 , 대한주택공사 , 두하요코모리주식회사
发明人： 요코모리세이분
IPC分类号： E04F11/02
CPC分类号： E04F11/022 , E04F2011/0212 , E04G13/062
摘要： PURPOSE: An installation method for stairs is provided to construct an inner frame of a staircase wall easily and to arrange steel-frame stairs on the adjacent site to a staircase wall. CONSTITUTION: The installation method for stairs comprises the steps of installing steel-frame stairs(10A,10B) among metallic materials of a floor stair landing of a pre-installation layer, metallic materials(26) of a flooring frame(31) of an intermediate stair landing to be installed, and metallic materials(26) of a flooring frame of a floor stair landing respectively to have a space(42) of the width(D), installing an inner frame(46) for a staircase wall(44) in a space(42), then placing concrete, forming a space(42) of the width(D) by removing unnecessary temporary installation members, filling up a space(42) by moving steel-frame stairs(10A,10B) outward, then arranging to an inner side(44a) of the staircase wall(44), and fixing steel-frame stairs(10A,10B) to metallic materials(26).
摘要翻译：目的：提供一种楼梯安装方法，可以轻松构造楼梯内墙，并将相邻地点的钢架楼梯布置在楼梯壁上。构成：楼梯的安装方法包括以下步骤：在预安装层的地板楼层的金属材料之间安装钢架楼梯（10A，10B），将地板框架（31）的金属材料（26）分别安装有中间楼梯着陆和分别具有宽度（D）的空间（42）的地板楼梯地板的地板框架的金属材料（26），安装用于楼梯壁（44）的内框架（46））在空间（42）中，然后放置混凝土，通过移除不必要的临时安装构件形成宽度（D）的空间（42），通过向外移动钢框架楼梯（10A，10B）填充空间（42），然后配置到楼梯壁（44）的内侧（44a），并将钢框架楼梯（10A，10B）固定在金属材料（26）上。

4. 发明公开

KR1020030057257A 다층 건축물의 계단 형성구조 失效
标题翻译：多层建筑物的形成结构
公开(公告)号：KR1020030057257A
公开(公告)日：2003-07-04
申请号：KR1020020003274
申请日：2002-01-21
申请人： 김광식 , 김재관
发明人： 김광식 , 김재관
IPC分类号： E04G13/06
CPC分类号： E04G13/062 , E04G17/042
摘要： PURPOSE: A formation structure for stairs of a multi-layered building is provided to improve workability and to shorten a period of construction. CONSTITUTION: The formation structure for stairs of a multi-layered building comprises: an outer form(10) provided with V-grooves(11) and guided in a guide bar projected to an external wall; a lower inner form(20) fixed with an angle having a fastening groove and many perforation holes; a horizontal floor form(30) fixed to the upper perforation hole of the lower inner form by a bolt and supported by a reinforcing frame(F); a staircase grade form(40) fixed to the upper perforation hole of the lower inner form(20) by a bolt to form stairs together with a staircase form(60); an upper inner form(50) fixed on the outer form(10) by a bolt(B) and a cone nut(N); a bracket(52) contacted on the top of the upper inner form(50) to set up an assembly site of forms; and a staircase form(60) whose one side is fixed to the upper inner form(50) by many bolts and the other side is coupled with a cover(61) to prevent the outflow of the concrete mortar.
摘要翻译：目的：提供多层建筑楼梯的结构，提高施工效率，缩短施工期。构成：多层建筑物的楼梯的形成结构包括：设置有V形槽（11）的外部形式（10），并在引导到外壁的引导杆中引导; 下部内部形式（20），其以具有紧固槽和许多穿孔的角度固定; 水平地板形式（30）通过螺栓固定到下部内部形式的上部穿孔，并由加强框架（F）支撑; 通过螺栓将所述下部内部形式（20）的上部穿孔固定到楼梯形式（60）上的阶梯形式（40）; 通过螺栓（B）和锥形螺母（N）固定在外部构件（10）上的上部内部形式（50）; 在所述上部内部形式（50）的顶部上接触的支架（52），以便形成一个装配部位; 和一个通过许多螺栓将一侧固定到上部内部模具（50）的一个阶梯形式（60），另一侧与盖子（61）联接，以防止混凝土砂浆流出。

5. 实用新型

KR200169431Y1 계단시공용 조립식거푸집구조 失效
标题翻译：桌面模具结构
公开(公告)号：KR200169431Y1
公开(公告)日：2000-02-15
申请号：KR2019990017633
申请日：1999-08-24
申请人： 강남건설 주식회사
发明人： 서운수
IPC分类号： E04G13/06
CPC分类号： E04G13/062 , E04G17/045
摘要： 본 고안은 건물의 철근콘크리트계단을 신속 용이하게 시공할 수 있도록 한 계단시공용 조립식 거푸집구조에 관한 것이다.
종래에는 합판(판넬)과 각목을 일정한 넓이와 길이로 톱으로 절단하고 짜맞추어 못을 박아 거푸집을 만들어 전기의 거푸집에 의하여 철근콘크리트계단을 시공하게 되는 바,
이는 합판과 각목을 일일이 톱질을하여 거푸집을 만들게 됨으로 인력과 시간을 많이 소요하게되어 공사시일이 오래 걸리게 될 뿐만 아니라, 콘크리트를 타설하여 건조한 후 해체한 대부분의 거푸집의 합판과 각목은 재사용하지 못하고, 버리게됨으로 공사비가 상승하게 되었다.
본 고안은 위와 같은 문제점을 해결하기 위하여 지지챤넬(2)에다 앵글(3)을 고정핀(7)과 쐐기핀(8)으로 고정하여 전기의 앵글(3)에다 여러개의 판넬(5)을 고정하고 지지찬넬(2)에는 여러개의 L자형의 계단시공판(4)을 계단식으로 고정하여 콘크리트를 타설할 수 있도록 함으로서 거푸집을 신속 용이하게 조립할 수 있도록함과 아울러 계단시공후에는 해체하여 여러번 재반복 사용할 수 있도록하여 공사비를 대폭 절감시킬 수 있도록 한 계단시공용 조립식 거푸집구조를 제공할 수 있도록 한 것이다.

6. 发明公开

KR1020110042879A 프리캐스트 콘크리트 계단 및 그의 시공방법 无效
标题翻译：预制混凝土结构及其构造方法
公开(公告)号：KR1020110042879A
公开(公告)日：2011-04-27
申请号：KR1020090099741
申请日：2009-10-20
申请人： 김중삼 , 김다연 , 김국희
发明人： 김중삼 , 김다연 , 김국희
IPC分类号： E04F11/02 , E04F11/035 , E04F11/116
CPC分类号： E04F11/035 , E04F2011/0212 , E04G13/062
摘要： PURPOSE: A precast concrete stairway and a construction method thereof are provided to improve coupling force by integrally forming stair landings and half landings in a core wall. CONSTITUTION: A precast concrete stairway comprises stair landings(20), half landings(30), lower stair plates(40), and upper stair plates(50). The stair landings and the half landings comprise bottom parts, depressed parts, and protruded parts. The lower and upper stair plates are coupled to the stair landings and the half landings. The lower and upper stair plates are composed of stair parts, upper stopper protrusions, bottom stopper protrusions, and fastening holes.
摘要翻译：目的：提供一种预制混凝土楼梯及其施工方法，以通过在核心壁中整合形成楼梯平台和半平台来改善耦合力。规定：预制混凝土楼梯包括楼梯平台（20），半平台（30），下层楼板（40）和上层楼板（50）。楼梯平台和半台阶平台包括底部，凹陷部分和突出部分。下层和上层楼梯板连接到楼梯平台和半平台上。下层和上层楼梯由楼梯部分，上止动突起，底部止动突起和紧固孔构成。

7. 发明公开

KR1020100076166A 가변형 철골계단 선행공법형 지지시스템 有权
标题翻译：具有预先构造方法类型的钢架可变支撑系统
公开(公告)号：KR1020100076166A
公开(公告)日：2010-07-06
申请号：KR1020080134106
申请日：2008-12-26
申请人： 재단법인 포항산업과학연구원
发明人： 김상범
IPC分类号： E04F11/02 , E04G13/06 , E04G25/04
CPC分类号： E04G13/062 , E04G1/365 , E04G25/04
摘要： PURPOSE: A variable support system of steel stair with a preceding construction method manner is provided to reduce construction error with a stair well of a reinforced concrete structure by supporting a dry stair landing space with a supporting system and installing a floor mat unit. CONSTITUTION: A variable support system of steel stair with a preceding construction method manner comprises a landing space supporting part(201), an upper structure(202), and a lower structure. The landing space supporting part is attached to the bottom of an upper stair landing for supporting the upper stair landing space. The upper structure comprises a central frame(204), left/right frames(205,206), and a height adjusting part(213). The central frame is formed at the lower center of a landing space supporting part to rotate each supporting member. The left and right frames are rotated around the central frame at the lower part of the landing space supporting part. The height adjusting part is combined with the lower part of the central frame to adjust the height of a support system. The lower structure comprises a triangular frame, and left/right triangular frames(209,210). The triangular frame is connected to the lower center of the upper structure by pin so that each supporting member can rotate and is formed in a triangular shape.
摘要翻译：目的：提供一种具有前期施工方式的钢梯可变支撑系统，通过支撑系统支撑干燥的楼梯着陆空间和安装地板垫单元，减少钢筋混凝土结构的楼梯井的施工误差。构成：具有前述施工方式的钢梯台的可变支撑系统包括着陆空间支撑部分（201），上部结构（202）和下部结构。着陆空间支撑部分附着在上层楼梯底部，用于支撑上层楼梯着陆空间。上部结构包括中央框架（204），左/右框架（205,206）和高度调节部件（213）。中心框架形成在着陆空间支撑部分的下部中心以使每个支撑构件旋转。左右框架在着陆空间支撑部分的下部围绕中心框架旋转。高度调节部分与中央框架的下部组合以调节支撑系统的高度。下部结构包括三角形框架和左/右三角形框架（209,210）。三角形框架通过销连接到上部结构的下部中心，使得每个支撑构件能够旋转并形成为三角形。

8. 发明公开

KR1020090030125A 콘크리트 건축물의 계단 및 계단실 시공방법 有权
标题翻译：装置和方法来构建站台和房间
公开(公告)号：KR1020090030125A
公开(公告)日：2009-03-24
申请号：KR1020070095467
申请日：2007-09-19
申请人： 서보산업 주식회사
发明人： 이범수
IPC分类号： E04F11/02 , E04F11/035 , E04F11/022
CPC分类号： E04G13/062
摘要： Stairs of the concrete building and staircase construction machine and construction method are provided that the stairs and staircase construction operation are convenient when carrying out the construction of the concrete building. Stairs of the concrete building and staircase construction machine comprise a staircase construction mold(10) and a stairs construction mold(20). A construction method stairs and staircase of the concrete building comprises following steps: a step of carrying out the construction the stair well it applies the concrete the steel reinforcement is arranged steel reinforcing of to interval; a step of breaking away the mold for the stair well inner wall and exterior wall if the stairs curing is completed; a step of setting up in the form of the stair well the mold for the exterior wall it salvages with the next construction layer the mold for the broken away from the form stair well inner wall; a step of carrying out the construction the stairs.
摘要翻译：具体建筑楼梯和楼梯施工机械的施工方法，在进行混凝土建筑施工时，楼梯和楼梯施工操作方便。混凝土建筑和楼梯施工机的楼梯包括楼梯建筑模具（10）和楼梯施工模具（20）。混凝土建筑的楼梯和楼梯的施工方法，包括以下步骤：施工阶梯，将钢筋混凝土钢筋加固; 如果楼梯固化完成，则拆下楼梯井内墙和外墙的模具; 楼梯形式的一个步骤是将外墙的模具与下一个建筑层一起打捞出来，从模具台阶井壁内部拆除模具; 执行楼梯的一个步骤。

9. 发明公开

KR1020060118388A 계단 타일 부착기 无效
标题翻译：一个与桌面连接的设备
公开(公告)号：KR1020060118388A
公开(公告)日：2006-11-23
申请号：KR1020060107325
申请日：2006-11-01
申请人： 손흥권
发明人： 손흥권
IPC分类号： E04F11/02 , E04G21/14 , E04F21/02 , E04F11/104
CPC分类号： E04F21/26 , E04G13/062
摘要： An apparatus for attaching stair tiles is provided to attach tiles on an even part of stairs using a height regulator, to reduce manpower, working hours and defects by installing and dismantling easily in a construction site with simple structure, and to have practical and economical effects by recycling materials. In an apparatus for attaching stair tiles, a body(1) is composed of stair plates(2), a stair plate supporter(4), and right, left support plates(5) using steel sheets, stainless steel, FRP or PVC. Hereon the stair plate contains many through holes formed to the center at regular intervals and bars formed on the bottom of the stair plate at regular intervals to place stairs, the stair plate supporter contains a stair plate holder to place the side of the stair plate and a stair plate fitting groove to fix the support plate for supporting the stair plate, and the right and left support plates contains a fitting groove(5b) to fit a connector(7) for connecting the support plates longitudinally, a knob(5a) to move easily and fixtures(6a) to insert a height regulator(6) for securing the site for attaching stair tiles exactly.
摘要翻译：提供一种用于安装楼梯瓦的装置，使用高度调节器在平铺的楼梯上安装瓦片，通过在结构简单的施工现场轻松安装和拆卸来减少人力，工作时间和缺陷，并具有实用和经济的效果通过回收材料。在用于安装楼梯瓦的装置中，主体（1）由使用钢板，不锈钢，FRP或PVC的楼梯板（2），台阶板支撑件（4）和右侧支撑板（5）组成。在这样的楼梯板上包含许多以规则的间隔形成在中心的通孔，并且以规则的间隔形成在台阶板的底部的条子以放置楼梯，楼梯板支撑件包含楼梯板支架以放置楼梯板的侧面，用于固定用于支撑台阶板的支撑板的台阶板配合槽，并且左右支撑板包括配合槽（5b），以配合用于纵向连接支撑板的连接器（7），旋钮（5a）至轻松移动和固定（6a）插入一个高度调节器（6），用于固定用于安装楼梯瓦片的位置。

10. 发明公开

KR1020060117898A 부착철물 및 계단 구조물 有权
标题翻译：步骤施工和建筑方法
公开(公告)号：KR1020060117898A
公开(公告)日：2006-11-17
申请号：KR1020060109915
申请日：2006-11-08
申请人： 가부시키가이샤 요코모리 세이사쿠쇼 , 두하요코모리주식회사 , 재단법인 포항산업과학연구원 , 대한주택공사
发明人： 요코모리,세이분
IPC分类号： E04F11/02 , E04F11/022 , E04G13/06
CPC分类号： E04G13/062 , E04F11/022 , E04F2011/0209
摘要： A construction method of stairs is provided to construct a stairway wall without hindrance by attaching to steel attachments to be movable along stairs vertically and to construct safe and fine stairs without a gap between a stairway wall and stairs by placing the outside of stairs closely to a stairway wall. A construction method of stairs comprises the steps of: laying steel attachments(26) on the end of a floor landing place of the pre-installed floor; putting each steel attachment on the end of a floor frame(31) of an intermediate landing place to be constructed and the end of a floor frame of the next floor landing place and installing each floor frame temporarily; installing steel-frame stairs(10A) from the pre-installed floor landing place to the intermediate landing place, and installing steel-frame stairs(10B) from an intermediate landing place to the next floor landing place temporarily, and approaching both steel-frame stairs to the center and attaching the steel attachments to have a space(42) of the appointed width(D) on the outside of the steel-frame stairs from the edge of the existing stairs and to use the steel-frame stairs as stairs for works; constructing an inner frame(46) for a stairway wall(44), an outer frame(47) of a stairway wall and frames for other global bodies using the space; placing concrete to the intermediate landing place, the next floor landing place and other global bodies and anchoring the steel attachments to the global bodies as a part of the floor frames; emptying the space of the appointed width by removing the unnecessary installation members from the space, moving the steel-frame stairs outward to be spaced out from each other, locating the outside of the steel-frame stairs in the space and placing the outside(5) of the open side plate of the steel-frame stairs closely to the inside(44a) of the stairway wall; and fixing the top and bottom of the open side plates of the steel-frame stairs to fixing plates(18,19) of the steel attachment.
摘要翻译：提供一种楼梯施工方法，通过附着在钢结构上，可以沿着楼梯垂直移动，构筑楼梯墙，并通过将楼梯的外侧放置在楼梯的外部，使楼梯间壁与楼梯之间形成安全细微的楼梯楼梯墙。一种楼梯的施工方法，包括以下步骤：将钢板附件（26）铺设在预先安装地板的地面着陆点的末端; 将每个钢附件放置在要构造的中间着陆地的地板框架（31）的端部和下一个地板着陆地面的地板框架的端部并临时安装每个楼板框架; 将钢框架楼梯（10A）从预先安装的地面落地地点安装到中间着陆地点，并将钢架楼梯（10B）从中间着陆点临时安装到下一个地面着陆点，并接近钢架楼梯到中心并附接钢附件，以便在现有楼梯的边缘上在钢架楼梯的外侧具有指定宽度（D）的空间（42），并将钢架楼梯用作楼梯作品; 构造用于楼梯壁（44）的内框架（46），楼梯壁的外框架（47）和使用该空间的其他全局机体的框架; 将混凝土置于中间着陆地点，下一个地面着陆点和其他全球机构上，并将钢铁附件作为地板框架的一部分固定在全球机构上; 通过从空间中移除不必要的安装构件，使钢框架楼梯彼此间隔开，使钢框架楼梯相互间隔开，将钢框架楼梯的外侧放置在空间内并放置在外部（5 ）钢框架的敞开侧板的台阶紧靠楼梯壁的内侧（44a）; 并将钢框架楼梯的敞开侧板的顶部和底部固定到钢附件的固定板（18,19）上。

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