CN101225706A - Attached self-elevating aerial work platform - Google Patents
Attached self-elevating aerial work platform Download PDFInfo
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Abstract
本发明是一种附着式自升降高空作业平台。本发明由各种平台标准节及控制平台节拼装成基本平台(1);每个平台标准节的两端焊接有连接耳板(21),各标准节之间通过连接件相互连接;附着支架(3)位于控制平台节中,是本发明在垂直方向的主要承力装置,通过支架基本节(14)固定在支架底座(11)上,其高度随建筑高度而增加,支架标准节(13)的缀板(23)和倒U型缀板(24)为水平安装,以便于升降装置的爬升。升降装置和楔形安全装置安装在控制平台节上。本发明现有技术具有更大工程使用范围,可用于建筑结构的施工与外装修以及其他高空作业,具有安装形式多样化、系列化、操作方便的特点,并且便于安装与拆卸,节省工期,降低工程造价。
The invention is an attached self-elevating aerial work platform. In the present invention, various platform standard sections and control platform sections are assembled into a basic platform (1); the two ends of each platform standard section are welded with connecting ear plates (21), and each standard section is connected to each other through connecting pieces; the attachment bracket (3) being located in the control platform section, it is the main load-bearing device of the present invention in the vertical direction, fixed on the support base (11) by the support basic section (14), its height increases with the building height, and the support standard section (13 )'s trim (23) and inverted U-shaped trim (24) are installed horizontally, so as to facilitate the climbing of the hoist. Lifting devices and wedge safety devices are installed on the control platform section. The prior art of the present invention has a larger scope of engineering use, and can be used for construction of building structures, exterior decoration and other high-altitude operations. project costs.
Description
(一)技术领域: (1) Technical field:
本发明涉及建筑施工、建筑外装修与建筑清洁、桥梁施工、大坝施工、厂矿企业等高空作业领域,具体地说是一种附着式自升降高空作业平台。The invention relates to high-altitude operation fields such as building construction, building exterior decoration and building cleaning, bridge construction, dam construction, factories and mines, and specifically relates to an attached self-elevating high-altitude operation platform.
(二)背景技术: (two) background technology:
随着我国国民经济的持续高速发展,我国大型基础设施建设及工业、民用工程项目建设正以前所未有的速度展开,且这种发展趋势越来越强劲。对土木工程结构,如高层及超高层建筑结构、桥梁结构、大坝等,在施工中需要搭设高空作业操作平台,以解决操作人员高空作业、部分生产资料的堆放及其它施工工艺的需要;对已有建筑,如高层及超高层建筑,在进行外立面维修、重新外装修、建筑外表清洁,特别是对大面积玻璃幕墙也需要在建筑体外构筑高空作业操作平台;航天及一些其它厂矿企业在生产中往往也需要搭设高空作业操作平台。因此,从客观上讲,我国许多行业在生产过程中都需要一种先进的、高效的、快捷的高空作业的操作平台。With the sustained and high-speed development of my country's national economy, my country's large-scale infrastructure construction and industrial and civil engineering projects are being carried out at an unprecedented speed, and this development trend is becoming stronger and stronger. For civil engineering structures, such as high-rise and super high-rise building structures, bridge structures, dams, etc., it is necessary to set up an aerial work operation platform during construction to solve the needs of operators for aerial work, stacking of some production materials and other construction techniques; Existing buildings, such as high-rise and super high-rise buildings, are undergoing facade maintenance, re-decoration, and building exterior cleaning. Especially for large-area glass curtain walls, it is also necessary to build high-altitude operation platforms outside the building; aerospace and some other factories and mines In production, it is often necessary to set up an aerial work operation platform. Therefore, objectively speaking, many industries in our country need an advanced, efficient and fast operating platform for high-altitude operations in the production process.
目前,在建筑行业及其它行业构筑高空作业平台时采用两种方法:At present, there are two methods used when building aerial work platforms in the construction industry and other industries:
(1)脚手架法。其特点是:古老、落后,自动化程度非常低,施工费时,周期长,钢管具有相当的耗损。(1) Scaffolding method. Its characteristics are: ancient, backward, very low degree of automation, time-consuming construction, long cycle, and considerable wear and tear of steel pipes.
(2)电控附着式升降脚手架。该设备是基于导轨导座式液压爬架原理,并结合吊篮施工技术,整个设备通过穿墙螺栓、附着构件悬挂于正在施工的现浇结构上。结构主体施工时设备每爬升一次需要完成三个重要步骤:上位附着装置的安装、爬升H型导轨和爬升整个架体。结构外装修时采用吊篮技术。形成结构主体施工和外装修施工过程中设备爬升采用两种不同的工作方法,并需要在外部起重设备的辅助下,完成吊篮工作装置的安装。这种方法主要存在着操作复杂;吊篮的稳定性较差,受风载作用时,具有较大的摆动,控制困难;适用面窄和附着装置数量大,技术要求高等不足。同时,由于设备本身没有起重功能,不能进行原材料的垂直运输。(2) Electric control attached lifting scaffolding. The equipment is based on the principle of guide rail guide seat hydraulic climbing frame, combined with the construction technology of the hanging basket, the whole equipment is suspended on the cast-in-place structure under construction through wall bolts and attachment components. During the construction of the main structure, the equipment needs to complete three important steps every time it is climbed: the installation of the upper attachment device, the climbing of the H-shaped guide rail and the climbing of the entire frame. Hanging basket technology is used in the external decoration of the structure. Two different working methods are used for equipment climbing during the main structure construction and exterior decoration construction, and the installation of the hanging basket working device needs to be completed with the assistance of external lifting equipment. This method mainly has the disadvantages of complex operation; poor stability of the hanging basket, large swing when subjected to wind load, and difficult control; narrow applicable surface, large number of attachment devices, and high technical requirements. At the same time, since the equipment itself has no lifting function, it cannot carry out vertical transportation of raw materials.
(三)发明内容: (3) Contents of the invention:
为克服现有技术存在的操作复杂、吊篮的稳定性较差、适用面窄和附着装置数量大、技术要求高的不足,本发明提出一种附着式自升降高空作业平台。In order to overcome the deficiencies in the prior art such as complex operation, poor stability of the hanging basket, narrow applicable surface, large number of attachment devices, and high technical requirements, the present invention proposes an attached self-elevating aerial work platform.
本发明包括操作平台、附着支架、附着杆、升降装置、楔块安全装置、液压系统、起重装置和支架底座。其中:The invention includes an operating platform, an attachment bracket, an attachment rod, a lifting device, a wedge safety device, a hydraulic system, a lifting device and a support base. in:
操作平台。操作平台是由各种平台标准节及控制平台节拼装成基本平台。各基本平台均为空间桁架结构;每个平台标准节的两端焊接有连接耳板,各标准节之间通过连接件相互连接;为了解决多支架安装时因升降精度误差造成的变形,在操作平台中进一步采用平台桥,平台桥的两端分别与基本平台用安全链拴接;平台两侧分别焊接有外悬杆插槽和护栏插槽,平台顶面焊接有防滑钢板。控制平台节的平面呈“凹”形,附着支架位于凹槽中,升降装置和楔形安全装置安装在控制平台节上。operating platform. The operating platform is assembled into a basic platform by various platform standard sections and control platform sections. Each basic platform is a space truss structure; the two ends of each platform standard section are welded with connecting ear plates, and the standard sections are connected to each other through connecting pieces; in order to solve the deformation caused by the error of lifting accuracy when installing multiple brackets, A platform bridge is further used in the platform, and the two ends of the platform bridge are respectively bolted to the basic platform with safety chains; the two sides of the platform are respectively welded with slots for outer suspension bars and slots for guardrails, and the top surface of the platform is welded with anti-slip steel plates. The plane of the control platform section is "concave" shape, the attachment bracket is located in the groove, and the lifting device and wedge-shaped safety device are installed on the control platform section.
附着支架。附着支架由支架标准节、基本节构成,是本发明在垂直方向的主要承力装置,安装于建筑体外,并通过支架基本节固定安装于支架底座上,在支架基本节上拼装支架标准节,拼装高度随建筑高度而增加;支架标准节由支柱、缀板和倒U型缀板组成,并且该缀板和倒U型缀板为水平安装,以便于升降装置的爬升。整个附着支架通过附着杆与建筑结构锚固连接,以保证附着支架结构的稳定性。Attach bracket. The attachment bracket is composed of bracket standard sections and basic sections. It is the main load-bearing device in the vertical direction of the present invention. It is installed outside the building and fixedly installed on the bracket base through the bracket basic sections. The bracket standard sections are assembled on the bracket basic sections. The assembly height increases with the height of the building; the standard section of the bracket is composed of a pillar, a panel and an inverted U-shaped panel, and the panel and the inverted U-shaped panel are installed horizontally to facilitate the climbing of the lifting device. The entire attachment bracket is anchored and connected with the building structure through the attachment rod, so as to ensure the stability of the attachment bracket structure.
支架底座。支架底座包括了底座、支撑机构和调整机构。支架底座承担了整个平台的主要载荷,并通过传动装置调整支撑高度和底座的水平状态。Stand base. The support base includes a base, a support mechanism and an adjustment mechanism. The support base bears the main load of the entire platform, and adjusts the support height and the horizontal state of the base through the transmission device.
升降装置。升降装置采用由主钩、副钩带动爬升的高空作业平台的升降装置,包括主升降机构和副升降机构,其中主升降机构包括主钩、副钩、液压系统;副升降机构包括主钩和副钩。主升降机构和副升降机构分别安装于控制平台节内,并通过液压管相互连接,以实现主、副升降机构的同步工作。lifting device. The lifting device adopts the lifting device of the aerial work platform driven by the main hook and the auxiliary hook, including the main lifting mechanism and the auxiliary lifting mechanism. The main lifting mechanism includes the main hook, the auxiliary hook, and the hydraulic system; the auxiliary lifting mechanism includes the main hook and the auxiliary hook. The main lifting mechanism and the auxiliary lifting mechanism are respectively installed in the control platform section, and are connected to each other through hydraulic pipes to realize the synchronous work of the main and auxiliary lifting mechanisms.
安全装置。安全装置用于平台上升、下降及静止施工状态的进一步安全保障的作用,位于控制平台节上。本实施例采用楔块安全装置,包括了楔块制动器、楔块控制器和楔槽。在控制平台节桁架的底部上固定一“Z”形楔槽板,该楔槽板与附着支架的垂直面共同构成了楔槽;楔块制动器通过托架固定在控制平台节桁架的下方,楔块控制器固定安装在控制平台节桁架的中部,并要求楔块控制器的摩擦棘轮与附着支架的垂直面相接触。safety devices. The safety device is used for the further safety guarantee of the platform's rising, falling and static construction status, and is located on the control platform section. The present embodiment adopts a wedge safety device, which includes a wedge brake, a wedge controller and a wedge groove. A "Z" shaped wedge plate is fixed on the bottom of the control platform section truss, which forms a wedge groove together with the vertical surface of the attached bracket; the wedge brake is fixed under the control platform section truss through the bracket, and the wedge The block controller is fixedly installed in the middle of the control platform section truss, and requires the friction ratchet of the wedge controller to be in contact with the vertical surface of the attachment bracket.
本发明安装有两套起重装置,分别位于平台的两侧,固定在起重门架平台标准节上。The invention is equipped with two sets of lifting devices, which are respectively located on both sides of the platform and fixed on the standard joints of the lifting gantry platform.
由于本发明在升降原理和结构方面与现有技术有着本质的不同,比现有技术具有更大工程使用范围,能够使用于新建结构体系(建筑、桥梁、大坝等)主体结构的施工与外装修,也能够使用于已有建筑的维修、改造、重新装修、建筑清洁等,并能够在航天及其它企业中构建高空作业平台,可以提高施工工效、减小施工周期、提高施工机械化水平具有明显的作用。对进一步改进建筑施工技术有着有益的作用。本发明具有安装形式多样化、系列化、操作方便的特点,并且便于安装与拆卸,节省工期,降低工程造价。Since the present invention is essentially different from the prior art in terms of lifting principle and structure, it has a larger scope of engineering use than the prior art, and can be used in the construction and exterior of the main structure of a new structural system (buildings, bridges, dams, etc.). Decoration can also be used for maintenance, renovation, redecoration, building cleaning, etc. of existing buildings, and can build aerial work platforms in aerospace and other enterprises, which can improve construction efficiency, reduce construction period, and improve construction mechanization level. role. It has a beneficial effect on further improving building construction technology. The invention has the characteristics of diversified installation forms, serialization and convenient operation, and is convenient for installation and disassembly, saves construction period and reduces engineering cost.
(四)附图说明 (4) Description of drawings
附图1是支架附着式自升降高空作业平台的结构主视示意图。Accompanying
附图2是支架附着式自升降高空作业平台的结构侧视示意图。Accompanying
附图3是双支架附着式自升降高空作业平台的结构主视示意图和侧视示意图。Accompanying
附图4是三支架附着式自升降高空作业平台的装配示意图。Accompanying drawing 4 is the assembly diagram of the three-support attached self-elevating aerial work platform.
附图5是四支架附着式自升降高空作业平台的装配示意图。Accompanying
附图6是支架标准节主视示意图、俯视示意图和侧视示意图。Accompanying
附图7是支架底座装置俯视示意图和主视示意图。Accompanying
附图8是调整装置的结构示意图。Accompanying
附图9是箱体的结构示意图。Accompanying
附图10是液压系统的安装示意图。其中:Accompanying
1.基本平台 2.平台桥 3.附着支架 4.附着杆 5.主升降机构1.
6.副升降机构 7.楔块制动器 8.楔块控制器 9.液压系统 10.起重装置6.
11.支架底座 12.控制平台节 13.支架标准节 14.支架基本节 15.护栏11.
16.外悬插杆 17.导向轮 18.带簧导向轮 19.调整装置 20.防滑钢板16. External hanging
21.连接耳板 22.支柱 23.缀板 24.倒U型缀板 25.上横梁21. Connecting
26.下横梁 27.纵梁 28.底座上耳板 29.底座下耳板 30.滚轮支承梁26.
31.滚轮 32.滚轮耳板 33.滚轮轴 34.支腿梁 35.支腿螺母31.
36.支腿螺杆 37.支承板 38.水平器 39.箱体 40.箱盖36.
41.导向块 42.支腿 43.支腿法兰 44.支承盘 45.立轴41. Guide block 42. Outrigger 43.
46.蜗轮 47.蜗杆轴及摇把 48.压环 49.油箱 50.电机46. Worm gear 47. Worm shaft and handle 48.
51.油路集成块51. Oil manifold
(五)具体实施方式 (5) Specific implementation methods
如附图5所示,本实施例是一个四附着支架形式的附着式自升降高空作业平台,包括操作平台、附着支架3、附着杆4、升降装置、楔块安全装置、液压系统、起重装置10和支架底座11。其中:As shown in Figure 5, this embodiment is an attached self-elevating aerial work platform in the form of four attachment brackets, including an operating platform, an
操作平台。操作平台是由各种平台标准节及控制平台节拼装成基本平台1。各平台标准节分别为1m平台标准节、2m平台标准节、1/2m平台标准节,均为空间桁架结构,并设置多道斜撑以增加标准节的刚度;平台两端面分别焊接有八块连接耳板,其中心设有连接孔,各平台单元之间通过连接件相互连接,本实施例中选用高强螺栓连接;为了解决多附着支架安装时因升降精度误差造成的变形,在操作平台中增加了一组平台桥2,平台桥的两端分别与基本平台1用安全链拴接;平台两侧分别焊接有外悬插杆16的插槽和护栏15的插槽,平台顶面焊接有防滑钢板。控制平台节12的平面呈“凹”形,附着支架3安装在该凹槽中,主升降机构5和楔块安全装置7、8、副升降机构6和楔块安全装置7、8分别安装在不同的控制平台节12上,如图3~5所示。operating platform. The operating platform is assembled into a
在操作平台上,根据需要还安装有护栏15、外悬插杆16及木架板。On the operating platform,
附着支架。如图2~5所示,附着支架3由支架标准节13、支架基本节14构成,是本实施例在垂直向的主要承力装置,安装于建筑体外。附着支架3下端为支架基本节14,焊接固定安装于支架底座装置11上,其上部拼装支架标准节13,其拼装高度随建筑高度而增加。支架标准节,如图6所示,由支柱22、缀板23和倒U型缀板24组成,并且该缀板和倒U型缀板为水平安装,以便于升降装置的爬升。整个附着支架3通过附着杆4与建筑结构锚固连接,如图2~5所示,每两层建筑高度设置一套,第一套距地面高度可为9m,以保证附着支架结构的稳定性。Attach bracket. As shown in Figures 2-5, the attached
支架底座。支架底座11,如图1~5、图7所示,包括了底座、支撑机构和调整机构。支撑机构的四个支腿分别安装于底座四个角,各支腿与底座之间的角度可分别调整。Stand base. The
如图7所示,底座由下横梁26和纵梁27组成,采用空心冷弯型钢焊接成矩形框架,该框架的四个角上各焊接有一对呈悬空状上下排列的耳板,即上耳板28和下耳板29。耳板上设有一销轴孔,在上耳板还设有4个支腿定位孔。四个滚轮装置分别安装在下横梁26底部两侧。滚轮装置包括滚轮支承梁30、滚轮耳板32、滚轮31和滚轮轴33,其中滚轮支承梁30分别焊接在下横梁26底部两边,滚轮耳板32焊接在滚轮支承梁上,滚轮31安装在位于滚轮耳板上的滚轮轴33上;上横梁25两端焊接于上耳板28上,其上表面中部设有水平器38,用于观察底座的水平安装状态。支架基本节14下端与上横梁、下横梁焊接固定。As shown in Figure 7, the base is composed of
支撑机构包括了支腿梁34、支腿螺母35、支腿螺杆36和支承板37。支腿梁34采用矩形冷弯空心型钢制成,一端通过支腿螺母35套装在支腿螺杆36上,另一端设有大销轴孔及一个定位孔,通过大销轴连接于底座的上、下耳板上,并用小销轴进行定位。支腿螺母35通过其侧表面被焊接在支腿梁34一端的端面上,其内径略大于支腿螺杆36的外径,将支腿螺杆36套装在支腿螺母内,两者之间为动配合。支腿螺杆下部设有调整把手,支腿螺杆的底部与支承板37焊接。The support mechanism includes a
如图8所示,本实施例的调整机构19包括箱体39、箱盖40、导向块41、支腿42、支腿法兰43、支承盘44、传动装置和压环48。As shown in FIG. 8 , the
调整机构的箱体39为一外方内圆的筒形铸造件,箱体的上端口处周边有凸沿,箱盖40通过螺栓固定在凸沿上;在箱体上端内侧上表面,环内圆有压环48的凹槽,通过压环实现箱体与内部传动零件的定位。在箱体内上半部,环圆内表面有凸台,用于立轴轴承座的轴向定位。在该凸台下,箱体一侧有半圆形的凸出,并有一贯通箱体的圆孔,圆孔的中心线与箱体的中心线相互垂直,圆孔两端有凸台,形成蜗杆轴47的轴承座;凸台外表面上均布有螺孔,用于安装蜗杆轴轴承盖。箱体下部,外表面四面设有沉头螺钉孔,用于导向块41的固定。The
箱盖40为正方形铸造件,上表面为平面。下表面有环形凸台,在该凸台内侧形成了凹槽,用于对立轴45轴承的轴向定位。箱盖的两对边设有螺栓孔,用于与箱体39的连接。The case cover 40 is a square casting, and the upper surface is a plane. There is an annular boss on the lower surface, and a groove is formed inside the boss for axial positioning of the bearing of the countershaft 45 . Two opposite sides of the box cover are provided with bolt holes for connection with the
导向块41为环形体铸造件,通过沉头螺钉固定在箱体39下端的内表面;导向块41的内圆表面有梯形油毡环槽。导向块套装在支腿42的外表面,两者之间为动配合,形成了对支腿运动的导向。The guide block 41 is an annular body casting, which is fixed on the inner surface of the lower end of the
支腿42为一空心圆柱体的铸造件,上端有与支腿法兰43配合的凸沿。支腿下部外表面加工有螺纹,与支承盘44螺纹连接。The supporting leg 42 is a casting of a hollow cylinder, and the upper end has a convex edge matched with the supporting leg flange 43 . The outer surface of the lower part of the leg is processed with threads, and is threadedly connected with the supporting
支腿法兰43为空心圆柱体铸造件,上端设有凸沿,安装于支腿内的上端,并用螺钉固定。支腿法兰内表面为梯形螺纹、与立轴45梯形螺纹相配合。The support leg flange 43 is a hollow cylinder casting, and the upper end is provided with a convex edge, which is installed on the upper end in the support leg and fixed with screws. The inner surface of the flange of the support leg is a trapezoidal thread, which is matched with the 45 trapezoidal thread of the vertical shaft.
如图7、8所示,支承盘44为矩形钢板,周边上卷,其上表面几何中心处焊接连接一空心圆柱,对角线上焊有四个梯形加筋板,固定焊接于矩形板及圆柱外表面上。圆柱内面加工有螺纹,用于将支承盘安装于支腿42下端。As shown in Figures 7 and 8, the
传动机构包括了立轴45、蜗轮46、蜗杆轴及摇把47。立轴竖直安装在箱体内,分三段:上段为轴颈,通过轴承及轴承座安装于箱体39上端;中段为台阶状,蜗轮46套装在台阶上,蜗轮轴位于箱体上半部半圆形的凸出内,与蜗轮46相配合;下段为梯形螺纹杆,安装于支腿法兰43内。蜗杆轴一端加工有方形段,用于摇把的安装。The transmission mechanism includes a vertical shaft 45, a worm wheel 46, a worm shaft and a crank handle 47. The vertical shaft is vertically installed in the box and divided into three sections: the upper section is the journal, which is installed on the upper end of the
如图7所示,每套支架底座装置上安装有二套调整机构19,其中一套与底座纵梁27焊接固定连接,另一套与底座支架基本节14下端的缀板焊接在一起,承担整个设备的主要垂直载荷。其支撑高度可以通过传动装置调整,用于底座安装时水平位置的调整及设备在使用阶段底座水平状态的调整。As shown in Figure 7, two sets of
升降装置。升降装置,如图2~5所示,采用由主钩、副钩带动高空作业平台的升降,包括主升降机构5和副升降机构6,其中主升降机构包括主钩、副钩、液压系统;副升降机构包括主钩和副钩。主升降机构和副升降机构分别安装于不同的控制平台节12内,并通过液压管相互连接,以实现主、副升降机构的同步工作。lifting device. The lifting device, as shown in Figures 2 to 5, adopts the main hook and auxiliary hook to drive the lifting of the aerial work platform, including the
安全装置。安全装置,如图1~5所示,用于平台上升、下降及静止施工状态的进一步安全保障的作用,安装于控制平台12上。本实施例采用楔块安全装置,包括了楔块制动器7、楔块控制器8和楔槽。在控制平台节桁架的底部焊接一“Z”形楔槽板,该楔槽板与附着支架3的垂直面共同构成了楔槽;楔块制动器7通过托架固定在控制平台节12桁架的下方,楔块控制器固定安装在控制平台节12桁架的中部,并使楔块控制器的摩擦棘轮与附着支架的垂直面相接触。safety devices. The safety device, as shown in FIGS. 1-5 , is used for the further safety guarantee of the platform rising, falling and static construction state, and is installed on the
本实施例安装有两套起重装置,分别位于平台的两侧,固定在起重门架平台节上,如图5所示。In this embodiment, two sets of lifting devices are installed, which are respectively located on both sides of the platform and fixed on the platform section of the lifting gantry, as shown in FIG. 5 .
如图10所示,本发明的液压系统安装在控制平台节12内,主要由油箱49、电机50、油路集成块51及各类控制阀组成,其安装位置如图1、图3~5所示。As shown in Figure 10, the hydraulic system of the present invention is installed in the
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CN101955142A (en) * | 2010-08-17 | 2011-01-26 | 启东大同电机有限公司 | Transmission mechanism of aerial working platform |
CN102069336A (en) * | 2010-06-01 | 2011-05-25 | 重庆盈丰升机械设备有限公司 | Combined integral fixture of construction elevator cage |
CN101586392B (en) * | 2009-04-13 | 2011-07-20 | 浙江鼎力机械有限公司 | Mast climbing type aerial working platform |
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CN107476556A (en) * | 2017-08-01 | 2017-12-15 | 中国三冶集团有限公司 | A kind of packaged type automatic lifting operating platform |
CN107879258A (en) * | 2017-12-14 | 2018-04-06 | 天津京龙工程机械有限公司 | A kind of lift tower crane standard knot wall-attached frame |
CN108643546A (en) * | 2018-05-18 | 2018-10-12 | 董志斌 | A kind of construction liftable truss |
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CN110173103B (en) * | 2019-06-24 | 2024-05-31 | 北京港源幕墙有限公司 | Attached detachable multifunctional aerial work platform |
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CN111395185A (en) * | 2020-03-31 | 2020-07-10 | 云南工程建设总承包股份有限公司 | System and method for applying electric bridge type scaffold platform to construction of equal-section high pier |
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CN112681704B (en) * | 2020-12-15 | 2022-05-27 | 浙江世润建创科技发展有限公司 | Slope scaffold structure and construction method |
CN112681704A (en) * | 2020-12-15 | 2021-04-20 | 浙江世润建创科技发展有限公司 | Slope scaffold structure and construction method |
CN113070827A (en) * | 2021-03-15 | 2021-07-06 | 广州飞机维修工程有限公司 | Repairing and positioning device for airplane seat slide rail beam |
CN113070827B (en) * | 2021-03-15 | 2024-05-14 | 广州飞机维修工程有限公司 | Repairing and positioning device for aircraft seat slide rail beam |
CN115370174A (en) * | 2021-05-18 | 2022-11-22 | 华东建筑设计研究院有限公司 | A prefabricated shear wall structure elevator shaft and its installation method |
CN113482311A (en) * | 2021-06-29 | 2021-10-08 | 中交二公局第七工程有限公司 | Construction auxiliary mounting frame for green engineering construction |
CN113482311B (en) * | 2021-06-29 | 2023-01-03 | 中交二公局第七工程有限公司 | Construction auxiliary mounting frame for green engineering construction |
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