| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 41 | 슬래브거푸집 현수용 행거장치 | KR1020070063427 | 2007-06-27 | KR100840279B1 | 2008-06-20 | 김희완 |
| A suspension hanger for a slab form is provided to allow workers to install the slab form simply and quickly by sustaining the slab form with horizontal support beams. A suspension hanger(H) for a slab form comprises a pair of fixing members(10), a plurality of positioning members(20), and two holding member(30), and horizontal support beams(A). Each fixing member includes two side protrusions(12) which are protruded out of a PC(Prestressed Concrete) girder(G) in a width direction. Exposed reinforcing bars(R), which are exposed on the top surface of the PC girder, are sandwiched between the fixing members. The positioning members pass through the fixing members sandwiching the exposed reinforcing bars to fix the position of the fixing members. The holding members, are height-adjustable, and installed at two side protrusions. The holding member extends lower than the top surface of the PC girder. The horizontal support beams, which is suspended by the holding members, sustains slab forms by being installed between two PC girders. | ||||||
| 42 | 교량 슬래브의 거푸집 지지를 위한 구조물 및 구조물설치방법 | KR1020040032449 | 2004-05-08 | KR1020040052834A | 2004-06-23 | 김병호; 채희국; 한도규 |
| PURPOSE: An installation method of a structure to support a form of a bridge slab is provided to secure stability and work efficiency and to reduce an economical loss. CONSTITUTION: The installation method of a structure to support a form of a bridge slab comprises the steps of: placing a flat bar(15) on a flange of a steel box(13) to a place where a girder(12) and a stud bolt(17) are fixed; placing a reinforcement(16) on the upper part of the flat bar(15), welding a stud bolt(17) on the reinforcement(16) and the steel box(13) and fixing a flat bar(15) between the reinforcement(16) and the steel box(13) simultaneously; and fastening plywood(19) and a girder(12) in one on the flat bar(15) using a bolt(14) and a nut(14a). | ||||||
| 43 | 一种自行式整体脱模设备 | CN202222985855.7 | 2022-11-10 | CN218932805U | 2023-04-28 | 刘召博; 马旭佳; 马小利; 黎卫国 |
| 本实用新型公开了一种自行式整体脱模设备，属于排水沟建设机械设备技术领域，用于水沟施工。本实用新型通过在水沟的路基上铺设轨道，并将自行式整体脱模设备安装在轨道上，此时模板置于水沟内，通过第一升降机构、平移机构和伸缩机配合调整模板与水沟内壁之间的距离，便于后续混凝土浇筑，完成后，通过第一升降机构、平移机构和伸缩机构调整模板与混凝土之间的间距，并通过移动机构带动模板在水沟内向前移动，完成水沟的修建，当整个水沟建设完成后，通过第二升降机构带动纵梁、第一升降机构和模板上升至水沟的上方，并通过移动机构移动远离水沟，实现自动化固定模板、自动化拆卸模板的目的，方便工作人员加固和拆卸，提高施工效率。 | ||||||
| 44 | 一种道路侧模定位钢筋拆除工具 | CN202222378134.X | 2022-09-07 | CN218175530U | 2022-12-30 | 杨利; 杨俊伟; 张晓娟 |
| 本实用新型公开了一种道路侧模定位钢筋拆除工具，具体涉及建筑工程技术领域，包括两个对称设置的倾斜夹持杆，每个倾斜夹持杆的一端均设有挤压支板，所述挤压支板的一侧安装有拆卸组件；所述拆卸组件包括安装在挤压支板一侧的固定螺纹筒，且固定螺纹筒的内部连接有调节螺杆，所述调节螺杆的底端设有用于对调节螺杆起到支撑作用的支撑底块。本实用新型通过设置拆卸组件，将两个挤压支板插入道路侧模定位钢筋两侧位置处，挤压支板带动多个挤压摩擦齿挤压在道路侧模定位钢筋侧面位置处，倾斜夹持杆带动挤压支板向上顶起，拔出后道路侧模定位钢筋位于两个挤压支板之间位置处，不易脱落晃动，拆卸后安全性更好。 | ||||||
| 45 | 一种机场道面钢模板安装拆除设备 | CN202220802538.4 | 2022-04-08 | CN217298567U | 2022-08-26 | 肖强; 张义青; 王春福; 肖兵; 程威; 张凯凯; 李永伟; 韩磊; 张建云; 王海英 |
| 本实用新型公开了一种机场道面钢模板安装拆除设备，包括安装器和拆除器，其中安装器包括加力杆和辅助杆，辅助杆安装在加力杆的一侧靠近端部位置，与加力杆工作侧呈锐角，加力杆和辅助杆之间安装若干辅助杆支腿，加力杆和辅助杆同一侧面的靠近端部位置分别安装第一卡位栓和第二卡位栓，第一卡位栓和第二卡位栓的间距与钢模板侧面加强筋板两个孔的间距相同。其中拆除器包括第一杠杠、第二杠杆和第三杠杆，三种杠杆设置有不同的刚性部件，本实用新型可以实现道面钢模板的快速安装拆卸，大大提高钢模板的周转率，节省大量的人工，可以避免了过力导致成品损坏的施工问题，显著地加快施工生产进度和降低施工成本。 | ||||||
| 46 | 可调道路侧模精确支设装置 | CN201921893485.6 | 2019-11-06 | CN211200009U | 2020-08-07 | 刘斌; 彭海波; 苏林; 才石磊; 王鹏; 赵国祥; 姜宇轩; 谷云双; 刘林林; 黄宏宇; 宋明旭 |
| 可调道路侧模精确支设装置。施工过程需要大量钉子去定位木方位置，施工工艺简陋、施工速度慢，施工人员劳动强度大，材料损耗大，混凝土浇注过程中容易跑模。本实用新型组成包括：定位板（1），所述的定位板右端插入到下支撑管（2）的开口（12）内并与所述的下支撑管焊接，所述的下支撑管内部为中空结构并与下螺杆（3）螺纹连接，所述的下支撑管上部焊接立板（7），所述的立板与斜支撑管（9）通过螺栓连接，所述的斜支撑管内部为中空结构并与斜支撑螺杆（10）螺纹连接。本实用新型用于道路侧模的精确支设。(ESM)同样的发明创造已同日申请发明专利 | ||||||
| 47 | 一种道路施工中侧立固定板架设装置 | CN201920769851.0 | 2019-05-27 | CN210066450U | 2020-02-14 | 陈小岗; 李瑞雪; 吴海兵; 汪通悦; 许兆美; 薛建勋 |
| 本实用新型公开了一种道路施工中侧立固定板架设装置，包括：运输车、设置在运输车上的地轨组件以及安装在地轨组件上的架体，所述架体下方通过转轴悬挂设置有一架设组件；所述架设组件包括一水平横梁，该水平横梁的底面两端均固定设有与之长度方向垂直的横轨；所述水平横梁两端还各设置有至少一个敲击臂；所述横轨下方沿长度方向间隔设置有若干个机械手，所述机械手能够沿所述横轨长度方向移动，所述机械手包括伸缩臂以及设置在伸缩臂下端的手爪，所述机械手用于抓取固定板、斜撑与固定杆。 | ||||||
| 48 | 道面拆模装置 | CN201820433336.0 | 2018-03-28 | CN208250880U | 2018-12-18 | 廖明辉; 蒲晨昕; 李鹏; 何睿明; 周金龙; 顾锡沛; 张远博 |
| 本实用新型公开了一种道面拆模装置，包括撬动部和支杆，撬动部包括撬杆和撬板，支杆的底部设置有锥形的尖端，支杆上固定设置有支撑板，支撑板和尖端之间设置有螺旋叶片，螺旋叶片与支杆固定连接，撬板设于支撑板的下方，且与支撑板抵接。本实用新型中撬板与支撑板的配合，为撬杆拉动钢模板的过程提供支点，使拆除钢模板的过程更加省力、更易操作；第一杆体和第二杆体可拆卸的设计便于撬板的收纳，也便于将套环套于撬板的外部。 | ||||||
| 49 | 边模挂钩装置 | CN201520774366.4 | 2015-10-08 | CN205188776U | 2016-04-27 | 单根立; 单劼; 刘文学 |
| 本实用新型属公路基础建设装备技术领域，涉及一种边模挂钩装置，包括边模料仓、边模出仓机构、挂钩机构、料道。料仓存放10个边模，由边模出仓机构从料仓底部每次一个把边模推出放置在料道上，被推出的边模待挂钩一端由起升机构顶起，前推气缸把此边模向前推，顶上前面已经挂好钩的边模，下压气缸把抬起的端部压下，完成挂钩动作。本实用新型布局科学合理，工作可靠，效率高，推广应用前景较好。 | ||||||
| 50 | 路面模板定位用钢筋的拆除工具 | CN201420744937.5 | 2014-12-03 | CN204343147U | 2015-05-20 | 胡占彬; 范炜龙; 尹继东; 李宝明; 王书湘; 路鹏程 |
| 本实用新型涉及机械领域，公开了一种路面模板定位用钢筋的拆除工具，包括立柱、操作杆、绳索和拉片，立柱与操作杆交叉设置且为活动铰接，绳索的一端连接于操作杆的一端，绳索的另一端连接于拉片的一端，拉片的另一端设有通孔。本实用新型的路面模板定位用钢筋的拆除工具具有省时、省力、造价低廉、拆除效率高等优点。 | ||||||
| 51 | 路面铺筑用边模智能自动铺装机 | CN201220068188.X | 2012-02-28 | CN202440748U | 2012-09-19 | 张军; 单根立; 刘跃辉; 林海潮 |
| 本实用新型涉及一种路面铺筑用边模智能自动铺装机，它包括车架、边模存储箱、自动出料装置、定位装置、自动挂钩装置、边模滑道、射钉模块、智能机器视觉装置、转向控制装置，车架上固定有边模存储箱，自动出料装置可根据设定的速度自动推出边模到挂钩升降平台，通过按压装置使两个边模的挂钩连接到一起，边模在牵引下顺着滑道铺在路面上，同时射钉模块根据出料速度自动找准射钉孔并射钉，使边模固定到地面上，智能机器视觉装置自动识别地面上的安装线并自动控制转向控制装置使车架及整个机械沿地面上的安装线行走。本实用新型使边模的挂钩以及射钉固定实现了机械自动化、智能化，减轻了劳动强度，提高了工作效率，有利于推广应用。 | ||||||
| 52 | 公路维修钢模板专用紧固钳 | CN201020675149.7 | 2010-12-11 | CN201933393U | 2011-08-17 | 王广兴 |
| 本实用新型公开了一种公路维修钢模板专用紧固钳，属公路维修设备技术领域，它主要包括：操作杆、连接板、前固定卡、后固定卡、绳索，其特点是：操作杆下端前后分别设置有连接板，通过焊接固定，连接板分别与前固定卡和后固定卡活动相连，绳索一端与操作杆上部连接，另一端与前固定卡上部连接；在使用时，将前固定卡和后固定卡，分别放在钢模板上口，然后，用力搬动操作杆，钢模板上口收缩，把准备好的钢卡直接放在钢模板上口即可，然后，通过绳索拉起前固定卡，，再放到另一个点位，按照上述依次操作，它与原来紧固钢模板上口的方法相比，大大缩短了紧固和松开钢模板的时间，其结构设计合理，使用方便，省力省时，工作效率。 | ||||||
| 53 | Form material height adjustment device | JP2011247154 | 2011-11-11 | JP2012057465A | 2012-03-22 | UCHIYAMA HITOSHI; MATSUMOTO KOJI; SAITO HIROTOSHI |
| PROBLEM TO BE SOLVED: To provide a form material height adjustment device capable of easily adjusting a height of a form material and increasing a workload of asphalt paving work per day.SOLUTION: A form material height adjustment device comprises: a nut 23 screwed to a male screw member 22 fixed to a pedestal 21 in an upright posture; a flange member 24 having a shape of an annular disk placed on a lower surface of the nut 23; and holding member 25 arranged at a lower side of a frame material 41 to hold a periphery of the flange member 24 so as to be rotatable. | ||||||
| 54 | Device for adjusting mold form member height | JP2007111208 | 2007-04-20 | JP2008266991A | 2008-11-06 | UCHIYAMA HITOSHI; MATSUMOTO TAKASHI; SAITO HIROTOSHI |
| PROBLEM TO BE SOLVED: To provide a device for adjusting mold form member height, capable of easily adjusting the height of a mold form member and increasing the working amount of asphalt pavement per day. SOLUTION: This mold form member height adjusting device comprises a pedestal 11, a bolt 15, rotatably held on the pedestal 11 and having a male screw part 17 projecting from the pedestal 11 upward, and a nut 18 screwed with the male screw part 17 of the bolt 15 and fitted to the mold form member 31. The pedestal 11 comprises a bottom plate 12, a spacer 13 fitted to the upper side of the bottom plate 12 and forming a space allowing the head part 16 of the bolt 15 to be rotated, and a ceiling plate 14 fitted to the upper side of the spacer 13 and preventing the head part 16 of the bolt 15 from coming out. COPYRIGHT: (C)2009,JPO&INPIT | ||||||
| 55 | Paving way | JP22744789 | 1989-09-04 | JP2850020B2 | 1999-01-27 | USUHA TADASHI; ISHIMASA KAZUO; MURATA NOBUYUKI |
| 56 | Curb for formwork | JP30944392 | 1992-10-22 | JPH0826522B2 | 1996-03-13 | YOSHIDA HIROTAKA |
| 57 | Road paving partition for formwork joint | JP14679989 | 1989-12-19 | JPH0640645Y2 | 1994-10-26 | 哲之 小林 |
| 58 | Road curb stone forming method | JP30944292 | 1992-10-22 | JPH06167003A | 1994-06-14 | YOSHIDA HIROTAKA |
| PURPOSE:To improve the work efficiency of constructing the curb stones and to simplify the works for the foundation part so as to reduce the execution period. CONSTITUTION:After the road surface is dug down to establish the foundation surface 14, a frame 1 is disposed in such a manner as to be floated from the foundation surface 14 through a support member in a position where the curb stones are installed, and the adjacent frames 1 are connected to each other by connecting bolts. After that, concrete 16 is placed on the foundation surface 14 and in the frame 1 to simultaneously form the part positions for forming the road surface and the curb stone with the lower part of the frame 1 buried. | ||||||
| 59 | JPH0423151Y2 - | JP10309884 | 1984-07-10 | JPH0423151Y2 | 1992-05-28 | |
| 60 | Joint frame clamp jig | JP1391485 | 1985-01-28 | JPS61172902A | 1986-08-04 | KAZAOKA KIYOHISA |
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