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1. 发明公开

KR1020170123370A 상부기둥플레이트 및 하부기둥플레이트를 이용한 철골-콘크리트 하이브리드 상하 PC기둥 간 콘크리트 무타설 강접합 조인트 결합구조와 기둥플레이트 및 보플레이트를 이용한 철골-콘크리트 하이브리드 PC기둥 및 PC보의 강접합 조인트 결합구조 审中-实审
标题翻译：钢板具有上磁极和所述上和下极无PC铸造之间的下极板混凝土混合混凝土钢接合接头的几何形状和极板和使用光束柱混凝土混合的PC和PC加强接合接头连接结构的钢板
公开(公告)号：KR1020170123370A
公开(公告)日：2017-11-08
申请号：KR1020160052059
申请日：2016-04-28
申请人： 경희대학교 산학협력단
发明人： 홍원기
IPC分类号： E04B1/30 , E04B1/19 , E04B1/58 , E04B1/41 , E04C3/36
CPC分类号： E04B1/30 , E04B1/1903 , E04B1/40 , E04B1/58 , E04C3/36
摘要： 본발명은상부기둥콘크리트(110), 상기상부기둥콘크리트(110) 하부에설치된상부기둥플레이트(170) 및상기상부기둥플레이트(170) 하부에돌출되어하단이너트로체결된상부기둥철근(150)을포함하여구성되는상부PC기둥(100); 하부기둥콘크리트(210), 상기하부기둥콘크리트(210) 상부에설치된하부기둥플레이트(270) 및상기하부기둥플레이트(270) 상부에돌출되어상단이너트로체결된하부기둥철근(250)을포함하여구성되는하부PC기둥(200); 상기상부기둥플레이트(170)와상기하부기둥플레이트(270) 사이에설치되는기둥필러플레이트(CPP);를포함하여구성되되, 상기하부기둥철근(250)은상기상부기둥철근(150)과같은중심선상에서상승하다상기하부기둥플레이트(270) 하부에서굽혀져상기상부기둥철근(150)의중심선에서벗어나고, 상기하부기둥철근(250)에체결된너트와상기상부기둥철근(150)에체결된너트가상기기둥필러플레이트(CPP)에형성된각기다른구멍에동일레벨에위치하며, 상기상부기둥플레이트(170)와상기하부기둥플레이트(270) 그리고상기기둥필러플레이트(CPP)는볼트및 너트를이용하여상호일체로결합하는것을특징으로하는상부기둥플레이트및 하부기둥플레이트를이용한철골-콘크리트하이브리드상하 PC기둥간 콘크리트무타설강접합조인트결합구조를제공한다. 더불어상기상부기둥플레이트및 하부기둥플레이트를이용한철골-콘크리트하이브리드상하 PC기둥간 콘크리트무타설강접합조인트결합구조를이용한것으로, 상기상부기둥철골(130) 측면에는기둥플레이트(700);가접합되고, 단부에보플레이트(630)가설치된 PC보(600);가양중및 하강되어, 상기기둥플레이트(700)와상기보플레이트(630)가체결되는것을특징으로하는기둥플레이트및 보플레이트를이용한철골-콘크리트하이브리드 PC기둥및 PC보의강접합조인트결합구조를제공한다.
摘要翻译：安装在上柱混凝土110的下部的上柱板170和从上柱板170的下部突出并具有用螺母紧固的下端的上柱加强杆150，包括上部PC列100的上部PC列100; 安装在下柱混凝土210上的下柱混凝土板210和从下柱板270的上部突出并通过螺母固定到上端的下柱加强杆250，下部PC列200被配置; 并且安装在上柱板170和下柱板270之间的柱柱板（CPP）。下柱塔250形成在与上柱塔150相同的中心线上在较低的极板（270）的底部被抬起弯曲以从上部支柱加强150的中心线脱身，螺母上的锁定螺母和上支柱加强150被紧固到下柱加强件250，上塔板170，下塔板270和柱形板（CPP）在柱柱（CPP）中形成的不同孔中位于相同高度处，本发明提供了一种钢柱 - 混凝土混合上下PC柱之间使用上柱板和下柱板的混凝土 - 钢接头的接头结构。除了上极板和用于使用下极板铁 - 通过使用混凝土混合向下混凝土的Muta seolgang接合接头联接结构，其中，所述上磁极铁芯130侧极板700之间PC柱;一个被连接，端其中安装在EV板630上的PC板600被升降，从而柱板700和上凹口板630被紧固在一起。提供PC柱和PC梁的刚性连接结构。

2. 发明授权

KR101761647B1 강구조 기둥부의 메탈터치 이음을 위한 평형판 어셈블리 有权
标题翻译：用于钢柱部件的金属接触连接的平板组件
公开(公告)号：KR101761647B1
公开(公告)日：2017-07-26
申请号：KR1020160070865
申请日：2016-06-08
申请人： 김태진
发明人： 김태진 , 복거성 , 김황준
IPC分类号： E01F8/00 , E04B1/32 , E04B1/24 , E04B1/19
CPC分类号： E01F8/0023 , E04B1/1903 , E04B1/24 , E04B1/2403 , E04B1/32 , E04B2001/2415
摘要： 본발명은도로주위의지반에수직설치된복수개의지주비임(10); 상기지주비임(10)의상단부에수평방향으로결합된상부골조바아(20); 센터브라켓(38)에복수개의크로스바아(32)의기단부가연결되어상기센터브라켓(38)을기준으로상기복수개의크로스바아(32)가방사방향으로배치되며, 상기방사방향으로배치된복수개의크로스바아(32)의선단부는상기지주비임(10)과상기상부골조바아(20) 및상기지반에연결되어다이아몬드골조형상을이루는크로스바아어셈블리(30);를포함하여구성된것을특징으로하는강구조기둥부의메탈터치이음을위한평형판어셈블리이다.
摘要翻译：本发明涉及一种制造轮胎的方法，其包括：多个垂直安装在道路周围的地面上的支柱梁（10）水平地连接到所述支柱梁（10）的上端的上框架杆（20）; 中心支架38，多个横杆32，多个横杆32相对于中心支架38，基端部被连接到并设置在袋四通，设置在径向方向上的多个横杆32的前端是横杆组件30上形成的保持梁10髁上气相部分连接至框架的杆20和接地菱形框架形状;钢柱，其特征在于，构成为，包括是用于负金属接触连接的平板组件。

3. 发明授权

KR101707376B1 합성보를 이용한 지하 구조물 시공구조 및 그 시공방법 有权
标题翻译：使用复合梁构造地下结构的结构及其施工方法
公开(公告)号：KR101707376B1
公开(公告)日：2017-02-16
申请号：KR1020160062051
申请日：2016-05-20
申请人： (주)대우건설
发明人： 문원태 , 하태훈 , 이성호
IPC分类号： E02D29/045 , E04B1/19 , E02D29/00 , E04B5/23
CPC分类号： E02D29/045 , E02D29/04 , E02D2600/20 , E04B1/19 , E04B1/1903 , E04B5/23
摘要： 본발명은지하구조물설치를위해복수개소에관입되며, 서로이격되어가설되는한 쌍의지지파일; 상기지지파일의양측에각각결합하는가설브라켓; 상기인접한지지파일들의가설브라켓들의상측에수평방향으로각각안착되는한 쌍의임시거치대; 상기임시거치대들의상측에배치되는합성보결합브라켓; 및상기합성보결합브라켓의양측에결합하는합성보를포함하는합성보를이용한지하구조물시공구조및 그시공방법에관한것이다. 이러한본 발명에따르면, 종래와달리한 쌍의지지파일이지지역할을하기때문에지지파일의단면크기를줄일수 있고, 지지파일의규격을줄이면 PRD 공법보다 CIP 장비를사용할수 있어공사비절감뿐만아니라시공속도를높일수 있다.

4. 发明公开

KR1020160094508A 철골구조물의 기둥과 보의 결합구조 有权
标题翻译：具有柱和梁的钢框架结构的组合结构及其装配方法
公开(公告)号：KR1020160094508A
公开(公告)日：2016-08-10
申请号：KR1020150015097
申请日：2015-01-30
申请人： 영산대학교산학협력단 , 주식회사 광영이엔씨
发明人： 이종균 , 김봉주 , 주명국
IPC分类号： E04B1/58 , E04B1/19
CPC分类号： E04B1/58 , E04B1/1903
摘要： 본발명의실시예인철골구조물을구성하는기둥과보의결합구조에있어서, 지면의수직방향에대해서서로대향하도록구비되는한쌍의칼럼(column)부와; 상기칼럼부(10)과직교하는방향으로개재되어구비되는빔(beam)부와; 상기빔부(20)의양단에구비되어상기한쌍의칼럼부(10)와고정결합하기위해서, 장방형형상으로구비되고, 하나이상의결합공(31)이형성되고일측면에는단차가형성되는결합턱(32)을구비한상부플랜지부(30)와; 상기상기빔부(20)의양단에구비되고, 소정의외경을가진원기둥형상으로구비되는결합샤프트부(40)와; 상기칼럼부(10)의일측에구비되고, 상기칼럼부(10)에부착되는장방형의칼럼접합부(510)와, 상기칼럼접합부(510)의일단에직교하는방향으로접합하여구비되는하측결합부(520)와, 상기칼럼접합부(510)의타단에직교하는방향으로접합하여구비되고상기결합턱(32)의형상과대응되는형상의플랜지접합부(531)가구비되고, 상기결합샤프트부(40)가관통하여결합할수 있는결합홈(532)이형성된상측결합부(530)로구성되는연결브라켓(50);을포함하여구성되는철골구조물의기둥과보의결합구조에관한것이다. 그리고, 상기칼럼부(10)를소정의이격거리를유지한채, 지면에대해서수직하는방향으로서로대향되도록위치하여고정시키는칼럼부(10) 고정단계와; 상기칼럼부(10)의일측에구비된연결브라켓에형성된결합홈(532)에대해서수직하는방향으로상기빔부(20) 양단에구비된상기결합샤프트를위치시켜서안착시키는빔부(20) 결합단계와; 상기상부플랜지의결합턱(32)을상기플랜지접합부(531)와접하도록위치시키는상부플랜지결합단계와; 상기상부플랜지와상측결합부를볼트와너트로고정결합시키고, 상기빔부(20)와하측결합부에형성된결합공(31)을볼트와너트로고정결합시키는조립단계;를포함하여구성되는철골구조물의기둥과보의결합구조를이용한조립방법에관한것이다.
摘要翻译：根据本发明的一个实施例的柱和形成钢框架结构的梁的联接结构，钢框架结构的柱和梁的联接结构包括：一对柱单元; 设置成沿垂直于列单元（10）的方向插入的梁单元; 具有联接突起（32）的上凸缘单元（30）; 具有圆筒形状的联接轴单元（40）; 和连接支架（50）。

5. 发明公开

KR1020160009471A 구조물용 고정 브라켓과 이를 이용한 DIY 조립식 구조물 审中-实审
标题翻译：预制结构
公开(公告)号：KR1020160009471A
公开(公告)日：2016-01-26
申请号：KR1020140163164
申请日：2014-11-21
申请人： 안기풍
发明人： 안혜연
IPC分类号： E04B1/343 , E04B1/19 , E04B1/58
CPC分类号： E04B1/343 , E04B1/1903 , E04B1/58
摘要： 본발명은구조물용고정브라켓과이를이용한 DIY 조립식구조물에관한것으로서, 더욱상세하게는프레임이결합되는연결구의연결몸체상단에는경사부를외측방향으로하향경사지게형성하여연결구에수직, 수평으로결합되는프레임을하햐경사지게결합할수 있도록한 것이다.
摘要翻译：本发明涉及一种用于结构的固定支架和使用它的自动（DIY）组装结构。更具体地说，倾斜单元形成在安装在框架上的连接部分的连接主体的上端上并向外朝向外部倾斜，以将框架水平和垂直地安装在连接部分上并将框架向下倾斜。

6. 发明公开

KR1020140018613A 프레임 조립체 无效
标题翻译：框架装配
公开(公告)号：KR1020140018613A
公开(公告)日：2014-02-13
申请号：KR1020120084963
申请日：2012-08-02
申请人： 경희대학교 산학협력단
发明人： 김경환 , 김진희
IPC分类号： E04H3/28
CPC分类号： E04B1/1903 , E04B1/58 , E04H1/1205 , E04H1/125 , E04H1/1272 , E04H3/28
摘要： The present invention relates to a frame assembly. A plurality of support bars are rapidly, accurately, and conveniently connected through a connection block and a connection pin rod. A slope is formed on the connection pin rod so that a connection structure of the connection pin rod and the support bar is maintained to be stable only with a simple work in which a hanging bolt is rotated and connected when the connection pin rod and the support bar are connected. The present invention allows a user to conveniently and rapidly perform an installation work for a frame and provides the frame assembly capable of forming a stable frame structure.
摘要翻译：框架组件技术领域本发明涉及一种框架组件。多个支撑杆通过连接块和连接销杆快速，准确和方便地连接。在连接销杆上形成斜面，使得连接销杆和支撑杆的连接结构保持稳定，只有当连接销杆和支撑件上的悬挂螺栓旋转并连接的简单工作时才能保持稳定酒吧已连接。本发明允许用户方便和快速地执行框架的安装工作，并提供能够形成稳定框架结构的框架组件。

7. 发明公开

KR1020130136843A 복층 처마를 구성하기 위한 한옥의 기둥구조 审中-实审
标题翻译：韩国风格的房屋支持结构
公开(公告)号：KR1020130136843A
公开(公告)日：2013-12-13
申请号：KR1020120060559
申请日：2012-06-05
申请人： 이종은
发明人： 이종은
IPC分类号： E04B1/19 , E04B1/26 , E04B7/02 , E04D1/30
CPC分类号： E04B1/1903 , E04B1/26 , E04B7/02 , E04B2001/1924 , E04B2001/1957 , E04B2001/1975 , E04B2001/199 , E04D1/30
摘要： The present invention relates to a column structure of Korean traditional house for making multi-stage eaves and, more specifically, to a column structure of Korean traditional house for making multi-stage eaves providing a Korean traditional house with a multi-stage structure forming the internal area of the upper floor same as the internal area of the lower floor by coupling a rafter to a column member of Korean traditional house and continuously constructing the column member in multi-stage on the vertical line. The present invention comprises: a supporting column (10) that has a first insertion groove (15c) in the center of a horizontal beam by the installed upper and lower horizontal beams (15a, 15b) that are connection on the side of the other supporting column (10) in the upper end part and that has a first supporting hole (12), a second supporting hole (13), and a second insertion groove (14) continuously formed in the lower part; a carling (20) that internally connects the supporting columns(10) each other; a strip of wood supporting a beam (32) and a pole plate (31) that are horizontally installed from the outside of the supporting column (10); an upper supporting member that is inserted into a first supporting hole (12) of the supporting column (10) and has the outer end on which the strip of wood supporting a beam (32) and the pole plate (31) are coupling; a lower supporting member (40) that is inserted into the second supporting hole (13) of the supporting column (10) and supports the upper supporting member (30) including the strip of wood supporting a beam (32) and the pole plate (31) in the upper part thereof; and a rafter (50) that has a stylobate part inserted into a first insertion groove (15c) of the supporting column (10) and is supported on the pole plate in which the tip end part inclined downward is coupled to the upper supporting member (30).
摘要翻译：本发明涉及一种用于制作多层屋檐的韩国传统房屋的柱结构，更具体地说，涉及韩国传统房屋的柱结构，用于制造多层屋檐，提供具有多阶段结构的韩国传统房屋通过将椽子连接到韩国传统房屋的柱构件，将上层的内部区域与下层的内部区域相同，并在垂直线上多级连续地构造柱构件。本发明包括：支撑柱（10），其通过安装的上下水平梁（15a，15b）在水平梁的中心具有第一插入槽（15c），所述上下水平梁（15a，15b）在另一个支撑（10），并且具有第一支撑孔（12），第二支撑孔（13）和连续形成在下部中的第二插入槽（14）; 彼此在内部连接支撑柱（10）的卡环（20）; 支撑从支撑柱（10）的外侧水平安装的梁（32）和极板（31）的木条; 上支撑构件，其被插入到所述支撑柱（10）的第一支撑孔（12）中，并且具有支撑梁（32）和所述极板（31）的木条连接在其上的外端; 下支撑构件（40），其插入到支撑柱（10）的第二支撑孔（13）中并且支撑包括支撑梁（32）和极板（32）的木条的上支撑构件 31）; 以及椽子（50），其具有插入所述支撑柱（10）的第一插入槽（15c）中的花枝状部分，并且被支撑在所述极板上，所述极板向下倾斜的所述极板部联接到所述上支撑构件 30）。

8. 发明授权

KR101130582B1 조립식 건축구조물의 골조연결장치 有权
标题翻译：框架连接预制建筑的装置
公开(公告)号：KR101130582B1
公开(公告)日：2012-03-30
申请号：KR1020110054302
申请日：2011-06-07
申请人： 주식회사 석강 , 이대영
发明人： 이대영
IPC分类号： E04B1/24 , E04B1/58
CPC分类号： E04B1/1903 , E04B1/24 , E04B2001/2415 , E04B2001/2418 , E04B2001/2451 , E04B2001/2487 , Y10T403/42 , Y10T403/73
摘要： PURPOSE: A frame connection device of a prefabricated building is provided to easily and rapidly perform an assembling work and to improve stability by reinforcing the strength of connection parts. CONSTITUTION: A frame connection device for a prefabricated building connects the connection parts of frames(12) through connection pieces(14,16), bolts(18), and nuts(20). The frames are composed of square pipes and are coupled to the connection pieces through recessed grooves(22) and protrusions(38,40). Support protrusions(30,32) of the connection pieces support the frames. One or more space maintaining support pipes(50) are formed between the connection pieces and are connected to the bolts and the nuts.
摘要翻译：目的：提供一种预制建筑物的框架连接装置，以便通过增强连接部件的强度来轻松快速地执行组装工作并提高稳定性。构成：用于预制建筑物的框架连接装置通过连接件（14,16），螺栓（18）和螺母（20）连接框架（12）的连接部分。框架由方形管构成，并通过凹槽（22）和突起（38,40）与连接片联接。连接件的支撑突起（30,32）支撑框架。一个或多个空间维持支撑管（50）形成在连接件之间，并连接到螺栓和螺母。

9. 发明公开

KR1020100016238A 트러스 구조물의 튜브들, 로드들 및 빔들의 연결을 위한 연결 시스템 无效
标题翻译：用于连接托架，管道和梁的连接器系统
公开(公告)号：KR1020100016238A
公开(公告)日：2010-02-12
申请号：KR1020097023100
申请日：2008-04-03
申请人： 안드리코폴로스, 테미스토클리스
发明人： 안드리코폴로스,테미스토클리스
IPC分类号： E04B1/19 , E04H12/18 , F16B21/04
CPC分类号： F16B7/185 , E04B1/19 , E04B1/1903 , E04B1/3205 , E04B2001/1927 , E04B2001/1957 , E04B2001/1966 , E04B2001/1972 , E04B2001/1984 , E04C3/40 , E04C2003/0491 , F16B7/044 , F16B7/20 , Y10T403/342 , Y10T403/7045
摘要： This invention refers to a variety of mechanical joints-nodes used to interconnect between them straight parts tubes, rods, beams to construct trusses. In all cases of truss constructions the main question is how to interconnect the straight parts and the usual up to now practices have limited possibilities for mass production of standardized joints-nodes or straight sections that can secure uniform-fixed mechanical strength at the point of interconnection and flexibility in the architectural design. The present invention has achieved the design of a series-variety of standard components for the assembly of joints-nodes with variable-self adjusting angles with moving arms (3) (4) (5) (6) (7) and a series-variety of standard joints-nodes with fixed angles (8) (9) (10) (11) (12) (13) (14) (15) and with the form of DISC (49) or SPHERE, as well as of a two part mechanical connector consisting of a male (47) and a female (48) part, which can be interconnected with lateral movement and interlock with a small turn and can be fixed at the ends of straight parts (21) (25) and be embedded in the arms of the nodes (3) (4) (5) (6) (7), as well as the devising of a method of screwing and unscrewing straight parts (21) (25) by turning in one or the other direction with opposite threadings at their two ends (22R) (23L) and respectively at the arms (3L) (3R) (4L) (4R) (5L) (5R) (6L) (6R) (7L) (7R) of the nodes. All the above can be produced with standardized industrial methods, providing uniform-fixed mechanical strength at the points of inteconnection, flexibility in the architectural design and significant lowering of costs. This invention can be used in Construction-Architecture and Decorative designs, but also for bridges and dwellings for immediate covering of special needs in disaster areas, greenhouses, scaffolding, sheds, towers, modular assemblies of educational games.etc.
摘要翻译：本发明涉及各种机械接头 - 节点，用于在它们之间互连直管部件，杆，梁以构造桁架。在所有桁架结构的情况下，主要问题是如何将直线部分互相连接，而直到现在的实践都有大量生产标准接头节点或直线部分的可能性有限，可以在互连点确保均匀的机械强度和灵活性的建筑设计。本发明已经实现了用移动臂（3）（4）（5）（6）（7）组装具有可变自调节角度的接头节点的一系列标准部件的设计，各种标准接头 - 具有固定角度（8）（9）（10）（11）（12）（13）（14）（15）和DISC（49）或SPHERE形式的节点，以及两部分机械连接器由阳（47）和阴（48）部分组成，可与侧向运动互连并与小转弯互锁，并可固定在直部分（21）（25）的端部，并且嵌入在节点（3）（4）（5）（6）（7）的臂中，以及通过转动一个或另外的方法来设计旋转和旋转直线部分（21）（25）的方法（3L）（3R）（4L）（4R）（5L）（5R）（6L）（6L）（7L）（7L）（7L）（7L）（7L）（7L）（7L）节点。所有这些都可以用标准化的工业方法生产，在连接点提供均匀的机械强度，建筑设计的灵活性和成本的显着降低。本发明可用于施工建筑和装饰设计，也可用于桥梁和住宅，用于立即覆盖灾区，温室，脚手架，棚屋，塔楼，教育游戏模块化组件的特殊需求。

10. 发明授权

KR100856723B1 캔틸레버형 지지거더를 이용한 철골조 역타설 시스템 및방법 有权
标题翻译：使用CANTILEVER型钢框架的地下下部结构的系统和方法
公开(公告)号：KR100856723B1
公开(公告)日：2008-09-04
申请号：KR1020070030189
申请日：2007-03-28
申请人： 박무용 , 황기수 , 최창식
发明人： 박무용 , 황기수 , 최창식 , 정영기 , 이병희
IPC分类号： E02D29/045 , E04B1/19 , E04G11/50
CPC分类号： E02D29/045 , E04B1/1903 , E04G11/50
摘要： A top down system and a top down method of a steel frame using a cantilever type steel frame are provided to reduce the usage and loss quantity of steel frames, to have a simple joining structure of members, to reduce the required materials, to simplify the work, and to improve constructability and economical efficiency. A top down system of a steel frame using a cantilever type steel frame, which is a form for constructing a slab of each basement and a structure for supporting a form and becomes a permanent structure after construction, comprises cantilever type support girders(121a) installed horizontally toward the direction of the short side of each H-shaped steel column(110), continuous steel beams(131a,131b) joined and supported to the end of the cantilever type support girder, and installed vertically toward the direction of the long side on the end of each cantilever type support girder, and a deck plate installed to be supported on the support girder and the steel beam and placed with slab concrete. A method of a steel frame using a cantilever type steel frame comprises the steps of: constructing an earth retaining wall along a boundary line of a building to be constructed, and installing a column for a frame on the location of each column of a building; constructing a floor slab for a first floor above the ground by installing support girders in four directions according to the height of a floor slab of the first floor above the ground, and a steel beam between a support girder and a support girder horizontally on the upper part of the column for each frame exposed after pit excavation; installing cantilever type support girders horizontally on right and left sides of a column at the height of a first floor under the ground of the column for each frame exposed after additional excavation; joining a steel beam to the end of each cantilever type support girder to be continued in the horizontal direction of the cantilever type support girder; constructing a floor slab for a first floor under the ground by installing a deck plate on the support girder and the steel beam and placing slab concrete; and constructing a slab for the whole floors under the ground by installing the cantilever type support girder, the steel beam and the deck plate, and placing slab concrete repeatedly after additional excavation.
摘要翻译：提供了一种使用悬臂式钢框架的钢框架的自顶向下系统和自顶向下的方法，以减少钢框架的使用和损耗量，具有简单的构件接合结构，以减少所需材料，从而简化工作，提高建设性和经济效益。使用悬臂式钢框架的钢框架的自顶向下系统，其是用于构造每个基底的板坯的形式和用于支撑结构并在构造之后成为永久结构的结构，包括悬臂式支撑梁（121a）安装水平地朝向每个H形钢柱（110）的短边方向，连接并支撑在悬臂式支撑梁的端部的连续钢梁（131a，131b），并且垂直于长边方向安装在每个悬臂式支撑梁的末端，以及安装在支撑梁和钢梁上的甲板板，并放置在板坯混凝土上。一种使用悬臂式钢框架的钢框架的方法包括以下步骤：沿着建筑物的边界线建造一个挡土墙，并将一个框架柱安装在建筑物每一列的位置; 通过根据地面上第一层楼板的高度在四个方向上安装支撑梁，在地面上建造一层地板，水平地在上面的支撑梁和支撑梁之间的钢梁挖坑后暴露的每个框架的一部分柱; 在附近开挖后暴露的每个框架的立柱底部一楼的高度处，在垂直柱的左侧和左侧水平安装悬臂式支撑梁; 将钢梁连接到悬臂式支撑梁的水平方向上延伸到每个悬臂式支撑梁的端部; 通过在支撑梁和钢梁上安装甲板板并安装板坯混凝土，在地面下建一层地板; 通过安装悬臂式支撑梁，钢梁和甲板板，并在额外开挖后重复放置板式混凝土，在地下整个地板上建造板坯。

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