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    • 1. 发明公开
    • 조립식 계단
    • 建筑类型
    • KR1020150050713A
    • 2015-05-11
    • KR1020130130667
    • 2013-10-31
    • 임주혁
    • 주영길
    • E04F11/02E04F11/035E04F11/022
    • E04F11/035
    • 본발명에서는경사면이나높은곳을오르내릴때 보행을보다편리하게하기위한계단을구성함에있어서, 발디딤판과지지판을분리성형하되, 지지판의상단은윗쪽발디딤판의앞부분저면에끼워진상태에서피봇(Pivot)·결합되도록하고, 지지판의하단은아랫쪽발디딤판의뒷부분상부면에끼워져결합되는방식으로순차(順次)·조립되도록함으로써거푸집을이용한콘크리트의양생과정을거치지않고짧은시간에저비용으로계단을설치할수 있도록하고, 지지판의높이를다양하게구성하여설치면의경사도및 높이에맞추어계단의높이를간단하게조절할수 있도록하는한편, 지지판이훼손되거나파손되는경우지지판만을분리하여교체할수 있도록하여수리작업성을크게향상시킨새로운조립식계단이개시된다. 본발명은평판형상으로이루어지며, 상부면의뒷부분에는복수개의결합홈이횡방향으로나란히형성되고, 하부면의앞부분에는끼움턱이횡방향으로돌출되게형성되는한편, 상기끼움턱의뒷쪽에해당되는하부면상에는측면의중심부에체결공이형성되고, 일정간격을두고나란히돌출된한 쌍의제1체결턱으로이루어지는복수조(組)의체결부가형성된발디딤판과; 상단부의횡방향을따라상기발디딤판상의끼움턱이끼워지는끼움홈이형성되고, 상기끼움홈의뒷쪽으로는상기발디딤판상의각각의체결부를구성하는한 쌍의제1체결턱사이에끼워지며, 측면의중심부에는상기제1체결턱상의체결공과일치하는또 다른체결공이구비된복수개의제2체결턱이형성되는한편, 하단부의횡방향을따라상기발디딤판상의결합홈에끼워져안착되는결합턱이형성된지지판과; 상기지지판상의끼움홈에발디딤판상의끼움턱이맞추어끼워지고, 상기지지판상의각각의제2체결턱이발디딤판상의체결부를구성하는제1체결턱사이에끼워진상태에서상기제2체결턱과제1체결턱에형성된체결공을통하여끼워져지지판이발디딤판에결합되도록하는피봇축을포함하여구성된다.
    • 本说明书公开了预制楼梯,以便于楼梯的高度调节,并且当支撑板被损坏或破坏时允许唯一地更换支撑板。 预制楼梯包括:具有多个接合组的立柱,所述接合组由一对以预定距离并排突出的第一接合突起组成; 支撑板,其在顶部的横向方向上具有插入槽,以允许脚架上的插入突起插入,并且在底部的横向方向上具有接合突起以插入并安装在脚架上的接合槽中; 以及插入到形成在第二接合突起中的接合孔中的枢轴和第一接合突起,以使支撑板接​​合到立脚上。
    • 2. 发明公开
    • 조립식 계단
    • 一个预备的人员
    • KR1020140043615A
    • 2014-04-10
    • KR1020120109657
    • 2012-10-02
    • 주식회사 세림정공
    • 이정삼
    • E04F11/02E04F11/035E04F11/022
    • E04F11/035E04F11/17F16B5/02
    • The present invention relates to prefabricated stairs, and more particularly to metal stairs, which are installed in a steep heel or a cutting area to be used as a moving means and which can be directly assembled in a place where the stairs are installed and can prevent people from slipping on the stairs. According to the present invention, the stairs (100), which are installed in an incline so that people can ascend the incline, comprises: right and left side frames, which are arranged in the middle surface of a ��shaped member at a regular interval after the member is longitudinally cut and penetrate multiple horizontal holes (11, 21), and which have integrated upper reinforcing plates (12, 21) and integrated lower reinforcing plates (13, 23) in upper and lower parts respectively; and multiple footholds, which are cut into a certain length and width and are bent at an upward angle and an downward angle in the front and the rear respectively, and which have integrated protruding pieces (31, 32) penetrating a penetrating hole (34) in the center of both sides. Into the horizontal holes (11, 21) of the right and left side frames (10, 20), the protruding pieces (31, 32) of the both sides of the multiple footholds (30) are inserted. A bracket (50), which is penetrated into a deep hole (35), is settled in the upper end of the protruding pieces (31, 32) of each foothold. The penetrating hole (34) and the deep hole are integrated and a bolt (60) is inserted. And then while the bracket (50) is being attached to the outer surface of the right and left side frames (10, 20), the bracket is combined by a screw.
    • 本发明涉及预制楼梯,更具体地涉及金属楼梯,其安装在陡坡或切割区域中,以用作移动装置,并且可以直接组装在楼梯安装的地方并且可以防止 人们在楼梯上滑倒。 根据本发明,安装在斜坡上以使人能够上升的台阶(100)包括:左右侧框架,其以规则布置在 形构件的中间表面 在所述构件纵向切割并穿过多个水平孔(11,21)之后的间隔,并且分别在上部和下部具有一体的上部加强板(12,21)和一体的下部加强板(13,23); 和多个立柱,其分别被切割成一定的长度和宽度,并分别在前后分别向上弯曲和向下弯曲,并且具有穿过穿透孔(34)的一体的突出片(31,32) 在双方的中心。 在左右侧框架(10,20)的水平孔(11,21)中插入多个支脚(30)的两侧的突出部(31,32)。 穿入深孔(35)的托架(50)沉降在每个支脚的突出片(31,32)的上端。 贯通孔(34)和深孔一体化并插入螺栓(60)。 然后,当支架(50)被附接到左右侧框架(10,20)的外表面时,托架通过螺钉组合。
    • 3. 发明公开
    • 조립식 합성계단
    • 组装复合材料的构造方法
    • KR1020110136999A
    • 2011-12-22
    • KR1020100056950
    • 2010-06-16
    • 이창남
    • 이창남
    • E04F11/02E04F11/035
    • E04F11/104E04F11/025E04F11/035E04F2011/0212
    • PURPOSE: A method of constructing stairs in an assemblable way is provided to reduce transporting and assembling costs by minimizing the weight of unit members. CONSTITUTION: A method of constructing stairs in an assemblable way is as follows. A steel sheet is formed and a stepping floor is made. Side plates(20), which are molded in a C-shaped steel section, are formed on both sides of the end piece of the stepping floor. A coupler(18) is fixed to the bolt hole on the side plate and the inner end of the lower protrusion(13) of the lower steel sheet of the stepping floor, by a bolt. If the side plate and the stepping floor are fixed, wire mesh(16) is lain in the stepping floor and mortar(17) is placed and cured.
    • 目的:提供以可组合方式建造楼梯的方法,以通过最小化单元构件的重量来减少运输和组装成本。 构成:以可组合的方式构建楼梯的方法如下。 形成钢板,制成踏板。 模制在C形钢部分中的侧板(20)形成在踏板底板的两端。 通过螺栓将联接器(18)固定到侧板的螺栓孔和踏板的下钢板的下突起(13)的内端。 如果侧板和步进地板固定,则在步进地板上放置丝网(16),并将灰浆(17)放置并固化。
    • 4. 发明授权
    • 계단구조물 및 이를 이용한 시공방법
    • 使用平台结构的站点结构和站点结构方法
    • KR101026430B1
    • 2011-04-07
    • KR1020100070685
    • 2010-07-21
    • 주식회사 보운
    • 이수영이희화
    • E04F11/02E04F11/035E04F11/18
    • E04F11/035E04F11/18
    • PURPOSE: A staircase structure and a construction method using the same are provided to enable convenient transport, installation, and replacement of a staircase structure on an unpaved slope such as a walk or trail. CONSTITUTION: A staircase structure comprises bottom fixing members(20), horizontal frames(30), inclined frames(40), connection frames(50), and synthetic wood step boards(60). The bottom fixing members are fixed to a slope such as a walk or trail. The horizontal frames and the inclined frames are successively installed on the top of the bottom fixing members. The connection frames are interposed between the horizontal frames and between the inclined frames. The synthetic wood step boards are installed on the top of the horizontal frame and the inclined frame.
    • 目的:提供一种楼梯结构及其施工方法,以便在未铺设的斜坡(如步行或小路)上方便地运输,安装和更换楼梯结构。 构成:楼梯结构包括底部固定构件(20),水平框架(30),倾斜框架(40),连接框架(50)和合成木步进板(60)。 底部固定构件固定在诸如步行或小路的斜面上。 水平框架和倾斜框架依次安装在底部固定构件的顶部上。 连接框架插入在水平框架之间和倾斜框架之间。 合成木踏板安装在水平框架和倾斜框架的顶部。
    • 5. 发明公开
    • 등산로나 경사 비탈면에 설치되는 섬유강화플라스틱재 안전계단 및 그 시공방법.
    • 玻璃钢安全步骤和安装山坡或斜坡的施工方法
    • KR1020100042341A
    • 2010-04-26
    • KR1020080101440
    • 2008-10-16
    • 조성일
    • 조성일김현광
    • E04F11/02E04F11/104E04F11/035
    • E04F11/035E04F11/1042
    • PURPOSE: Fiber reinforced plastic safety stairs installed in a slope, and a construction method thereof are provided to remarkably reduce construction time and costs by simply assembling prefabricated components in a construction site. CONSTITUTION: A construction method of fiber reinforced plastic safety stairs installed in a slope is as follows. A first bent plate(10) for a support, a second bent plate(20) for reinforcing the ground, and third bent plates(30) for a side member are assembled by riveting. A floor board(40) covers a part of the first bent plate. Support shafts(41) and fixtures(42) are formed in the outer surface of the third bent plates. The support shafts support guide wires. The fixtures safely fix the support shafts to the outer surface of the third bent plates.
    • 目的:安装在斜坡上的纤维增强塑料安全楼梯及其施工方法,通过在施工现场简单组装预制构件,大大减少施工时间和成本。 规定:安装在斜坡上的纤维增强塑料安全楼梯的施工方法如下。 用于支撑的第一弯曲板(10),用于加强地面的第二弯曲板(20)和用于侧部构件的第三弯曲板(30)通过铆接组装。 地板(40)覆盖第一弯板的一部分。 支撑轴(41)和固定装置(42)形成在第三弯板的外表面上。 支撑轴支撑导丝。 固定装置将支撑轴安全地固定在第三弯板的外表面上。
    • 6. 发明公开
    • ASSEMBLY STAIRWAY
    • 装配台
    • KR20090040280A
    • 2009-04-23
    • KR20090031570
    • 2009-04-11
    • KIM YONG KEUN
    • KIM YONG KEUN
    • E04F11/02E04F11/022E04F11/035
    • E04F11/02E04F11/022E04F11/035
    • A prefabricated stairway is provided to extend the applicability of the prefabricated stairway and to be applied to meet the various and complicated demands of consumer about the structure and finishing board of the stairs. In a prefabricated stairway, a stair set comprises a reinforcement projection(22a), a lower cover plate(23a) and finishing board(24a) which are combined into one body, wherein transverse section has triangle structure; a reinforcement plate comprises upper plate portion(227) and rise portion(224), wherein transverse section has L shaped structure. In the upper plate portion, a reinforcing bead(221) more than two course net is formed.
    • 提供一个预制楼梯,以延长预制楼梯的适用性,并适用于满足消费者对楼梯结构和整理板的各种复杂要求。 在预制楼梯中,楼梯组合包括组合成一体的加强突起(22a),下盖板(23a)和整理板(24a),其中横截面具有三角形结构; 加强板包括上板部分(227)和上升部分(224),其中横截面具有L形结构。 在上板部中,形成多于两个球网的加强筋(221)。
    • 7. 发明公开
    • 조립식 계단
    • 装配台
    • KR1020080100305A
    • 2008-11-17
    • KR1020080071408
    • 2008-07-23
    • 김용근
    • 김용근
    • E04F11/02E04F11/035E04F11/022
    • E04F11/025E04F11/035E04F2011/0209
    • A prefabricated stairway is provided to be finished clean and to gain a beautiful ceiling without a separate covering for the bottom of stairs. A prefabricated stairway comprises an upper plate assembled as the flat board form of rectangular on the top of the stair landing set(41), a reinforcement plate(42) assembled in the middle portion of the stair landing set, a lower plate(43) in which the vertical(432) which is vertically bent that both ends of the traverse direction upwards pieces together with the flat board form of rectangular is formed and supporting the upper plate is united into one body. The reinforcement plate includes a reinforcement bead(421) protruded to the lower part is formed with the longitudinal direction into the flat board form of rectangular through the electrical field over two course net, a screwnut settling portion in which the combine nut is settled is formed in both ends of the reinforcement bead.
    • 提供一个预制的楼梯,以完成清洁,并获得一个美丽的天花板,而没有单独的覆盖物用于楼梯底部。 预制楼梯包括在楼梯着陆组(41)的顶部上组装成矩形平板形式的上板,组装在楼梯着陆组的中间部分的加强板(42),下板(43) 其中垂直弯曲的纵向(432)垂直弯曲,横向方向上升的两端与矩形的平板形状一起形成并且支撑上板被结合成一体。 加强板包括突出到下部的加强筋(421),其沿长度方向形成为通过两个网状物上的电场为矩形的平板形式,形成组合螺母的沉淀沉降部分形成 在加强筋的两端。
    • 8. 发明授权
    • 박형 슬래브를 갖는 프리캐스트 계단 및 이를 이용한 박형슬래브 계단의 시공방법
    • 具有薄板的预制板结构和使用该板的框架的构造方法
    • KR100825268B1
    • 2008-04-25
    • KR1020070094819
    • 2007-09-18
    • 정민선
    • 정민선
    • E04F11/02E04F11/035
    • E04F11/035E04F11/025E04F2011/0212
    • Precast stairs having a thin slab are provided to have excellent structural load bearing capacity and durability by showing relatively excellent ductility behavior and having properties of high strength ranging from 40 to 100Mpa, to install simply without formwork or timbering work for stairs, to cut down on the cost of construction by reducing labor costs and reducing a period of construction and to reduce manufacturing and shipping costs, and a construction method for thin-slab stairs using precast stairs having a thin slab is provided to construct lightweight precast stairs economically and effectively. Precast stairs(10a) having a thin slab comprises many step units(13) composed of threads(11) and risers(12), and a thin slab(14) provided with diagonal reinforcing bars(15) and horizontal stirrups(16) arranged to make one end of the horizontal stirrups exposed to one side connected to a wall and two ends of the diagonal reinforcing bars exposed to upper and lower parts connected to a landing and an intermediate landing respectively and to locate diagonal steel pieces(18) coupled to the other end of the horizontal stirrups coupled to the other side at right angles, and formed to a thickness of 6~18cm. A construction method for thin-slab stairs using precast stairs having a thin slab comprises the steps of putting a top slab and a bottom slab of precast stairs having a thin slab on a landing plate supported by timbering temporarily, arranging horizontal reinforcing bars and vertical reinforcing bars including many diagonal reinforcing bars having a head(15a) exposed from the top slab and the bottom slab of the precast stairs having a thin slab and making a form, and locating horizontal stirrups exposed to the outside from one side of a slab in a formation area for a slab and placing concrete, and forming a landing and an intermediate landing together with a wall.
    • 具有薄板坯的预制楼梯通过展现相对优异的延展性能并且具有40至100Mpa的高强度特性,能够简单地安装在楼梯上而不需要模板或木材加工,从而具有极好的结构承载能力和耐久性,以减少 通过降低劳动力成本,缩短施工期,降低制造成本和运输成本,提高施工成本,并采用具有薄板坯的预制楼梯的薄板楼梯施工方法,经济,有效地构造轻型预制楼梯。 具有薄板坯的预制台阶(10a)包括由螺纹(11)和立管(12)组成的许多台阶单元(13),以及设置有对角钢筋(15)和水平箍筋(16)的薄板坯(14) 使水平马镫的一端暴露于连接到墙壁的一侧,暴露于连接到楼层的上部和下部的对角钢筋的两端和中间着陆部分,并且将对角钢板(18) 水平马镫的另一端与另一侧垂直连接,形成厚度6〜18cm。 使用具有薄板坯的预制楼梯的薄板楼梯的施工方法包括以下步骤:将具有薄板坯的预制楼梯的顶板和底板放在由木材临时支撑的着陆板上,布置水平钢筋和垂直加强件 杆包括许多对角钢筋,其具有从顶板暴露的头部(15a)和预制楼梯的底板,其具有薄的板坯并且形成一种形式,并且定位在板坯的一侧暴露于外部的水平箍筋 板坯的形成区域和放置混凝土,以及与墙壁一起形成着陆和中间着陆。
    • 9. 发明授权
    • 프리캐스트 계단 및 그 단위 구조체와 이를 이용한 계단의시공방법
    • PRECAST STAIRS及其单元结构及其使用方法
    • KR100760232B1
    • 2007-09-20
    • KR1020060049829
    • 2006-06-02
    • 정민선
    • 정민선한상묵
    • E04F11/02E04F11/035
    • E04F11/116E04F11/035E04F2011/0212
    • A precast stair, a unit structure thereof and a stair constructing method using the same are provided to increase durability and load carrying capacity of stairs and to reduce noise due to moving load by placing at least two reinforced bars in horizontal step parts. A unit structure of a precast stair comprises horizontal step parts(113) and vertical connecting parts(111). The horizontal step parts and vertical connecting parts are integrally formed in 1~4 groups. Each of the horizontal step parts and the vertical connecting parts is formed with an insertion projection(112) and an insertion groove at both ends. At least two reinforced bars(117) with bolt parts(118) are placed in the horizontal step parts.
    • 提供了一种预制楼梯,其单元结构和使用其的楼梯构造方法,以增加楼梯的耐久性和承载能力,并且通过在水平步骤部分中放置至少两个钢筋来减少由于移动载荷引起的噪音。 预制楼梯的单元结构包括水平台阶部分(113)和垂直连接部分(111)。 水平台阶部件和垂直连接部件一体形成1〜4组。 每个水平台阶部分和垂直连接部分在两端形成有插入突起(112)和插入槽。 具有螺栓部分(118)的至少两个加强杆(117)被放置在水平台阶部分中。