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    • 2. 发明公开
    • 캡 플레이트를 활용한 마구리 헌치형 단부 연속화 데크 플레이트 시스템
    • 使用盖板的连续端盖的端盖式回转式盖板系统
    • KR1020160053334A
    • 2016-05-13
    • KR1020140151421
    • 2014-11-03
    • 주식회사 지원이엔지주식회사 제일테크노스주식회사 정림건축종합건축사사무소(주)상지엔지니어링건축사사무소서울시립대학교 산학협력단지에스건설 주식회사김영호
    • 전상현최성모김도균경제환지홍길홍성욱김영호이상필박성운
    • E04B5/40E04B1/98E04B1/26
    • E04B5/40E04B1/98E04B2001/2624
    • 본발명은단부가절곡되어폐합보강된헌치형으로데크플레이트를구성하고, 이를단부연속화시키는데크플레이트시스템에적용하여정모멘트를저감시켜시공중동바리설치가불필요할뿐만아니라합성후 매우효율적인단면을구성할수 있고, 시공중데크플레이트의벌어짐과횡비틀림에효과적으로저항할수 있고, 굽힘강도가일층증대된캡 플레이트를활용한마구리헌치형단부연속화데크플레이트시스템을제공한다. 본발명의적절한일 실시형태에따르면, 평평한부분에의해분리된서로평행한복수개의개방된리브를가지는단면형상으로일정한폭을가지는데크플레이트본체; 데크플레이트본체의길이방향으로양쪽단부에서개방된리브를폐합하는덮개부와상기덮개부의양단부에수평으로연장되어평평한부분에안착되어결합되는결합부로구성되고, 데크플레이트본체의단부로부터일정거리이격된위치에설치되는부모멘트보강용캡 플레이트; 데크플레이트본체의폭방향으로구성되어평평한부분을연결하는트러스형조립철근;을포함하되, 상기데크플레이트본체의길이방향양단부에는타설콘크리트의침입방지와단면의폐합및 보강을위해평평한부분의단부에서일정구간을하향으로일정각도만큼절곡시킨상면절곡보강부와, 이상면절곡보강부에겹치도록각 리브의측면을절곡시킨측면절곡보강부로이루어진마구리절곡보강판이일체로형성되고; 개방된리브를구성하는바닥면에는도브테일홈이형성되고, 도브테일홈을정의하는도브테일리브를수직으로이등분한형태의단부결합부가이웃하는데크플레이트의폭방향으로양측의단부를겹침이음할때 이용되는것을특징으로한다.
    • 本发明提供一种使用盖板的端部头部预制型端部连续甲板板系统,有效地抵抗横向扭转并具有增加的弯曲强度。 根据本发明的一个适当的实施例,使用盖板的端部头部预制型端部连续甲板板系统包括:甲板板主体; 由盖单元和联接单元组成的负矩加强盖板,安装在与甲板板主体的端部隔开预定距离的位置; 以及在甲板板主体的宽度方向上配置的桁架式预制杆。
    • 3. 发明授权
    • 해체 가능한 텐던을 적용한 슬림플로어 공법의 데크플레이트 처짐 제어구조 및 그의 시공 방법
    • 具有可伸缩榫头的地板板的偏转控制结构及其构造方法
    • KR101329372B1
    • 2013-11-14
    • KR1020120156160
    • 2012-12-28
    • 서울시립대학교 산학협력단주식회사 제일테크노스주식회사 지원이엔지
    • 최성모김도균경제환김영호전상현
    • E04B5/38E04B5/40
    • E04B5/40E04B1/165E04B1/38E04B5/23E04C5/0645E04C5/163
    • The present invention provides a structure for controlling deflection of a deck plate in a slim floor construction method to which a tendon capable of being dismantled is applied and a construction method thereof, capable of controlling the deflection of the deck plate caused by the weight of a loaded object or a worker during construction and recycling the tendon used to control the deflection by dismantling it after concrete is placed. The structure for controlling the deflection of the deck plate in the slim floor construction method to which the tendon capable of being dismantled is applied, according to an embodiment of the present invention, includes an H-shape steel beam attached to a steel column by forming an asymmetry cross section that the width of a lower flange is larger than the width of an upper flange; a shear connection loop installed on the upper surface of the upper flange in the longitudinal direction at a regular interval; the deck plate installed on the upper surface of the lower flange to be supported as both ends are individually inserted into the web of the H-shape steel beams facing each other; a connection support member arranged by being passing through the deck plate in a position where one ned is connected to the hear connection loop and the other end is far from the end of the deck plate at the regular interval; and a longitudinal member for reinforcing rigidity supporting the bottom surface of the deck plate by being connected to the end of the connection support member passing through the deck plate.
    • 本发明提供了一种用于控制甲板的偏转的结构,该结构是以能够拆卸的钢筋的薄型地板施工方法及其施工方法,能够控制由甲板的重量引起的甲板板的偏移 装载物体或工人在施工和回收利用混凝土后通过拆卸来控制挠度的腱。 根据本发明的一个实施例,在施加能够拆卸的钢筋的薄型地板施工方法中控制甲板板的偏转的结构包括:H型钢梁,其通过成形 下凸缘的宽度大于上凸缘的宽度的不对称横截面; 剪切连接环,以规则的间隔沿长度方向安装在上凸缘的上表面上; 安装在作为两端被支撑的下凸缘的上表面上的甲板板单独地插入彼此面对的H型钢梁的腹板中; 连接支撑构件通过在一个被连接到听筒连接环的位置处穿过甲板板并且另一端以规则间隔远离甲板板的端部布置; 以及用于加强刚性的纵向构件,其通过连接到穿过甲板板的连接支撑构件的端部而支撑甲板板的底面。
    • 4. 发明授权
    • 지점 변경으로 처짐이 제어되는 슬림플로어 공법의 데크플레이트 설치 구조 및 그의 시공 방법
    • 用于控制具有改变支持点的滑动板的板的偏移的安装结构及其构造方法
    • KR101329490B1
    • 2013-11-13
    • KR1020120156159
    • 2012-12-28
    • 서울시립대학교 산학협력단주식회사 제일테크노스주식회사 지원이엔지
    • 최성모김도균경제환김영호전상현
    • E04B5/38E04B5/40
    • E04B5/40E04B1/165E04B1/40E04B5/23E04C5/0645
    • The present invention provides an installation structure of a deck plate in a slim floor construction method and a construction method thereof capable of controlling deflection of the deck plate by changing a point in order to control the deflection of the deck plate due to a loaded weight or a worker. The installation structure of the deck plate in the slim floor construction method in which the deflection is controlled by changing the point according to an embodiment of the present invention includes an H-shape steel beam attached to a steel column by forming an asymmetry cross section in which the width of an upper flange is larger than the width of a lower flange; a shear connection ring installed on the upper surface of the upper flange of the H-shape steel beam in the longitudinal direction at regular intervals; the deck plate installed on the upper surface of the lower flange to be supported as both ends are inserted into webs of the H-shape steel beam facing each other; a connection support member arranged in a diagonal direction by passing through the deck plate in a position in which one end is connected to the shear support ring and the other end is far from the end of the deck plate at a fixed distance; a support mounting shoe supporting the deck plate by being connected to the connection support member passing through the deck plate; and a support mounting shoe support nut supporting the bottom of the support mounting shoe by being screwed to the end of the connection support member.
    • 本发明提供了一种薄板地板施工方法的甲板板的安装结构及其结构方法,其能够通过改变点来控制甲板板的偏转,以便控制由于装载的重量而导致的甲板板的偏转, 一位工人。 根据本发明的实施例,通过改变点来控制偏转的薄板地板施工方法中的甲板的安装结构包括通过在钢柱上形成不对称横截面而附接到钢柱的H型钢梁 上凸缘的宽度大于下凸缘的宽度; 剪切连接环,其规则间隔沿长度方向安装在H型钢梁的上凸缘的上表面上; 安装在作为两端支撑的下法兰的上表面上的甲板插入面对彼此的H型钢梁的腹板中; 连接支撑构件,其通过穿过所述甲板板在一端连接到所述剪切支撑环并且另一端远离所述甲板板的端部固定距离的位置沿对角线方向布置; 支撑安装靴,其通过连接到穿过甲板板的连接支撑构件而支撑甲板板; 以及支撑安装鞋支撑螺母,其通过螺纹连接到连接支撑构件的端部来支撑支撑安装靴的底部。
    • 5. 发明授权
    • 강성 보강 링크 바를 갖는 슬림플로어 공법의 데크플레이트 처짐 제어구조 및 그의 시공 방법
    • 具有加强连杆棒的粘合板的板板的偏转控制结构及其构造方法
    • KR101329482B1
    • 2013-11-13
    • KR1020120156161
    • 2012-12-28
    • 서울시립대학교 산학협력단주식회사 제일테크노스주식회사 지원이엔지
    • 최성모김도균경제환김영호전상현
    • E04B5/38E04B5/40
    • E04B5/40E04B1/165E04B1/38E04B5/23E04C5/0645E04C5/163
    • The present invention relates to a deflection control structure of a deck plate in a slim floor method having a stiffness reinforcing link bar and a construction method thereof, capable of reinforcing a structure of the deck plate, controlling the deflection of the deck plate caused by the weight of a loaded heavy object or a worker during construction, and being applied to a long span. The deflection control structure of the deck plate in the slim floor method having the stiffness reinforcing link bar according to an embodiment of the present invention includes an H-shaped steel beam horizontally arranged as the width of a lower flange forms a large asymmetry cross section in comparison with the width of an upper flange; a plurality of the deck plates continuously installed on the same plane by being overlapped with a long side and supported on the upper surface of a lower flange as both ends are individually inserted into webs of the H-shaped steel beam facing each other; and the stiffness reinforcing link bar supported on the upper surface of the upper flange of the H-shaped steel beam by being welded on the overlapped part as both ends are arranged on the upper surface of the overlapped part located in a valley of the adjacent deck plate inclined downwards while located on the upper surface of the H-shaped steel beam.
    • 本发明涉及一种具有刚性加强连杆的薄板地板方法的偏转控制结构及其施工方法,能够加强甲板板的结构,控制由甲板板引起的甲板板的偏转 装载重型物体或施工期间的工人的重量,并施加于长跨度。 根据本发明的实施方式的具有刚性加强连杆的薄板地板方法中的甲板的偏转控制结构包括:H形钢梁,其水平地布置为下凸缘的宽度形成较大的非对称横截面 与上凸缘的宽度比较; 多个甲板板通过与长边重叠并连续地安装在同一平面上并被支撑在下凸缘的上表面上,两端分别插入到彼此面对的H形钢梁的腹板中; 并且刚性加强连杆通过焊接在重叠部分上而被支撑在H形钢梁的上凸缘的上表面上,因为两端位于位于相邻甲板的谷部中的重叠部分的上表面上 板位于H形钢梁的上表面上向下倾斜。
    • 6. 发明授权
    • 차음 및 단열을 겸하는 데크플레이트
    • 噪音掩蔽和绝缘甲板
    • KR101825631B1
    • 2018-02-06
    • KR1020160063573
    • 2016-05-24
    • 서울시립대학교 산학협력단주식회사 목양종합건축사사무소주식회사 제일테크노스
    • 최성모김형준송종욱송경철김도균경제환
    • E04C5/06E04B1/88E04B1/84E04B1/78
    • 본발명은층간소음및 층간단열이이루어질수 있도록한 차음및 단열을겸하는데크플레이트을제공한다.본발명의적절한실시형태에따른차음및 단열을겸하는데크플레이트는, 하부플랜지, 각기하부플랜지에서내측으로경사지게입설된웨브, 웨브를상부에서연결하며중앙에하방으로함몰되어길이방향으로보강홈통이형성되어있는상부플랜지및 웨브와상부플랜지에의해하방으로개구된데크개구부를갖고, 양단은경사진마구리판이설치되어있는데크본체와; 하단양쪽에내측으로대향되게절곡되어상기보강홈통의바닥면에접하는풋접지부, 상기풋접지부에서보강홈통의함몰높이만큼입설되어대향되어있는풋레그, 양쪽의풋레그를상단에서연결하며일정간격마다행거삽입공이형성되어있는행거지지판으로구성되어데크본체의보강홈통에조립되어있는데크상부보강재와; 상기데크본체의데크개구부측하부로웨브의내면에견착되어있고중앙에내측으로일정깊이함몰되어길이방향으로형성되어상기데크하부보강재가위치되는차음패널측보강홈통을갖는차음재보강판, 상기차음재보강판에일정높이로충진되어있는차음재로구성되어상기데크본체의데크개구부하부측에접합되어있는차음패널과; 상기차음패널측보강홈통의대향벽에접하는걸침턱, 걸침턱의상단을연결하며길이방향으로일정간격마다행거삽입홀이형성되어있는행거연결판으로구성되어상기차음패널의하면중앙에길이방향으로조립되어있는데크하부보강재와; 상기데크본체에길이방향을따라일정간격마다입설되어일단이데크상부보강재에연결되고타단이데크하부보강재에연결되어있는데크보강재행거와; 상기데크본체의웨브상부측에견착되어있는데크덮개, 상기데크덮개의내부에충진되어있는단열재로이루어져상기데크본체의상부에장착되어있는단열패널;을포함하되, 상기데크덮개는하단에형성된덮개측견착바닥부, 덮개측견착바닥부에서상향외측으로경사절곡되어있는덮개측견착측벽부및 덮개측견착측벽부에서상향내측으로경사져입설된덮개측웨브를단면중심선을기준으로대칭적으로갖고, 양쪽의덮개측웨브를연결하는덮개측상부플랜지로구성된것을특징으로한다.
    • 本发明提供一种能够进行地板之间的隔热和地板之间的隔音以及隔音和隔热的甲板板及其制造方法。 根据本发明的一个适当的方面,用于隔音和隔热的甲板包括:甲板主体,该甲板主体在两侧上具有倾斜的端板,其中甲板主体具有下凸缘,腹板直立到 从下凸缘向内侧倾斜,在上部连结腹板,在中央向下方凹陷而在长度方向具有加强槽的上凸缘,以及通过腹板和下板向下方开放的甲板开放单元 上法兰; 通过插入到加强槽中而组装到甲板主体的上甲板加强材料; 隔音板,其位于所述甲板开口单元的下部并且结合到所述甲板主体; 在隔音板的下表面中央部沿长度方向组装的下层加强材; 甲板加强材料吊架,所述甲板加固材料吊架在所述甲板主体中在所述纵向方向上以固定间隔竖立,其中所述甲板增强材料吊架的一端连接至所述上甲板增强材料,并且另一端连接至所述下甲板增强材料; 以及安装在甲板主体上部的绝热板。
    • 7. 发明公开
    • 차음 및 단열을 겸하는 데크플레이트
    • 隔音板和隔音板
    • KR1020170132946A
    • 2017-12-05
    • KR1020160063573
    • 2016-05-24
    • 서울시립대학교 산학협력단주식회사 목양종합건축사사무소주식회사 제일테크노스
    • 최성모김형준송종욱송경철김도균경제환
    • E04C5/06E04B1/88E04B1/84E04B1/78
    • E04C5/0631E04B1/78E04B1/84E04B1/88E04B5/38
    • 본발명은층간소음및 층간단열이이루어질수 있도록한 차음및 단열을겸하는데크플레이트및 그제작방법을제공한다. 본발명의적절한실시형태에따른차음및 단열을겸하는데크플레이트는, 하부플랜지, 각기하부플랜지에서내측으로경사지게입설된웨브, 웨브를상부에서연결하며중앙에하방으로함몰되어길이방향으로보강홈통이형성되어있는상부플랜지및 웨브와상부플랜지에의해하방으로개구된데크개구부를갖고, 양단은경사진마구리판이설치되어있는데크본체와; 상기보강홈통에삽입되어져데크본체에조립되어있는데크상부보강재와; 상기데크개구부의하부측에위치되어상기데크본체에접합되어있는차음패널과; 상기차음패널의하면중앙에길이방향으로조립되어있는데크하부보강재와; 상기데크본체에길이방향을따라일정간격마다입설되어일단이데크상부보강재에연결되고타단이데크하부보강재에연결되어있는데크보강재행거와; 상기데크본체의상부에장착되어있는단열패널;을포함하여구성된것을특징으로한다.
    • 本发明提供了一种隔音和甲板板和制造方法也可以用作绝热层间和层间绝缘噪声来实现。 也用作根据本发明,下凸缘,每个倾斜向内连接ipseol腹板的优选实施例的隔音和隔热甲板板,形成在向下凹陷的中心纵向方向从底部凸缘顶部的幅材和加固槽 由上凸缘和腹板和上凸缘具有一个向下开口甲板开口主甲板,被设置在在恩庆照片maguripan两端; 甲板上加劲肋插入加强沟槽并装配到甲板主体上; 隔音板,位于甲板开口的下侧并与甲板本体结合; 在隔音板的中央纵向组装的甲板下部加强筋; 甲板是ipseol每个在规则的间隔一次联接到上部加强并连接到所述加强件的其它加强甲板衣架和下甲板单衣主体甲板的纵向方向; 安装在甲板本体上部的隔热板。
    • 8. 发明公开
    • 데크 단부에서 긴장 정착시킨 장스팬 내화 데크의 긴장재 정착시스템 및 그 시공방법
    • 大跨度耐火桥面张拉固定系统及其施工方法
    • KR1020170132947A
    • 2017-12-05
    • KR1020160063578
    • 2016-05-24
    • 서울시립대학교 산학협력단주식회사 목양종합건축사사무소주식회사 제일테크노스
    • 최성모김형준송종욱송경철김도균경제환
    • E04C5/06E04C5/12E04C5/18E04C5/20E04B5/38E04B5/32
    • E04B5/38E04C5/06E04C5/16
    • 본발명은데크단부에서데크플레이트의파손이나훼손없이상향으로굽힘변위량을부여하여장스팬에서의처짐을방지할수 있고, 긴장재의정착지점에서의배치방향이긴장력방향과일치시킬수 있도록한 데크단부에서긴장정착시킨장스팬내화데크의긴장재정착시스템및 그시공방법을제공한다. 본발명의적절한실시형태에따른데크단부에서긴장정착시킨장스팬내화데크의긴장재정착시스템은, 서로대향된 H형보에지지설치된데크플레이트본체의처짐을긴장재로제어하기위한긴장재정착시스템에있어서, 상기데크플레이트본체의상향개구되어있는콘크리트채움골마다 2개소에접합되어있는긴장재지점용서포트와; 상기데크플레이트본체의양단부측측면모서리에각기접합되어있는마구리보강앵글과; 상기마구리보강앵글에데크플레이트본체의배치방향과직각방향으로접합되어있는긴장재정착구를구비하여; 상기긴장재의양단을긴장재정착구를삽통시켜 2개소에설치된상기긴장재지점용서포트의각기긴장재끼움홈에끼운후 긴장재를긴장시켜데크플레이트본체에상향굽힘력이일어나도록한 것을특징으로한다.
    • 本发明能够防止由在向上施加弯曲位移而不在平台端部的甲板板的损坏或破坏所跨越的下垂eseoui部,和设置在所述筋的eseoui固定点方向在平台端部固定到sikilsu匹配的拉伸力方向,其张力 提供了一种用于大跨度耐火板的张力固定系统及其构造方法。 肌腱固定,所述固定跨度耐火甲板在本发明的优选实施例的平台端部,在肌腱用于控制甲板板单元的偏转固定系统的应力场的系统被安装支承在彼此相对的筋,其中,所述H型钢 张力构件点预见到端口连接到两个地方,用于每个甲板板主体向上开口的混凝土填充骨; 尾板加固角连接到甲板板体的两侧端边缘; 以及在与所述盖板主体的排列方向垂直的方向上结合到所述后缘加强角的受拉构件固定孔; 放松筋两个筋的端部,然后插入到嵌合在各嵌合槽的所述腱筋指向的两个位置,其特征在于发生到甲板上板体的弯曲力提供赦免端口锚固筋。