CN204754150U - Disc type node scaffolding - Google Patents
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- CN204754150U CN204754150U CN201520061352.8U CN201520061352U CN204754150U CN 204754150 U CN204754150 U CN 204754150U CN 201520061352 U CN201520061352 U CN 201520061352U CN 204754150 U CN204754150 U CN 204754150U
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Abstract
本实用新型涉及一种建筑施工使用的盘型节点式脚手架,包括多层施工操作面,各层施工操作面分别包括多根由小横杆和安装在小横杆两端的盘型固定装置组成的基础构件,连接各基础构件的大横杆,竖直安装在各盘型固定装置上的立柱和固定安装在大横杆及小横杆上的脚手板,下一层结构的各立柱与上一层结构的盘型固定装置连接,最上层结构的立柱上端各安装有盘型固定装置,同一侧的盘型固定装置由大横杆连接,两端部的盘型固定装置由小横杆连接。该盘型节点式脚手架构造简单,承力可靠,立柱承力无偏心,整体刚度大,安装简便,取材、加工方便,可以工厂预制生产,工业化强。
The utility model relates to a disc-shaped node-type scaffold used in building construction, which includes multi-layer construction operation surfaces, and each layer of construction operation surfaces respectively includes a plurality of foundations composed of small horizontal bars and disc-shaped fixing devices installed at both ends of the small horizontal bars. Components, the large crossbars connecting the basic components, the uprights installed vertically on the disc-shaped fixtures and the scaffolding boards fixedly installed on the large crossbars and small crossbars, the uprights of the next floor structure and the upper floor The disc-shaped fixtures of the structure are connected, and the upper ends of the columns of the uppermost structure are each equipped with disc-shaped fixtures. The disc-shaped fixtures on the same side are connected by large crossbars, and the disc-shaped fixtures at both ends are connected by small crossbars. The disc-shaped node-type scaffold has simple structure, reliable load bearing, no eccentric column load bearing, high overall rigidity, easy installation, convenient material acquisition and processing, and can be prefabricated in factories, with strong industrialization.
Description
技术领域 technical field
本实用新型涉及一种建筑施工用设备,具体说涉及一种盘型节点式脚手架。 The utility model relates to equipment for building construction, in particular to a disc-shaped node-type scaffold.
背景技术 Background technique
脚手架是建筑施工,装饰工程和维修工程中常用的一种施工装备,主要用来提供人行通道和少量堆物放料及安全防护使用。常见的传统的脚手架是使用钢管扣件进行现场搭设的,这种脚手架的搭设不仅费时费力,机械化水平低,对搭设工人的技能要求也高。目前,高层建筑施工用升降架主要分为两种:一种有导轨主框架、水平桁架、附着装置、提升装置等设备与普通的钢管扣件、脚手板、密目安全网等组合搭设的传统式升降架;另一种由型钢焊接而成的构件,通过螺栓、销轴连接而成的全钢集成式升降架。无论是传统式升降架还是全钢集成式升降架均存在不足:(1)传统升降架需进行现场搭设,这种脚手架的搭设不仅费时费力,机械化水平低,对搭设工人的技能要求较高。而且架体组装主要取决于工人的技能及实际操作情况,架体的整体性、安全性很难得到控制和保障;(2)全钢集成式升降架存在构件占用空间大,运输难度大,构件种类多,不易管理。架体受塔吊附臂、升降电梯、卸料平台等施工设备的影响较大。随着城市建设规模高速发展,国家城镇化建设步伐加快,高层和超高层建筑大量涌现,工业化建筑的兴起,在高层和超高层建筑使用的脚手架,存在较大的安全风险。 Scaffolding is a kind of construction equipment commonly used in building construction, decoration engineering and maintenance engineering. It is mainly used to provide pedestrian passages and a small amount of stacking and safety protection. Common traditional scaffolding is erected on site using steel pipe fasteners. The erection of this kind of scaffolding is not only time-consuming and laborious, but also has a low level of mechanization and requires high skill requirements for erection workers. At present, there are mainly two types of lifting frames for high-rise building construction: one is the traditional one that combines the main frame of guide rail, horizontal truss, attachment device, lifting device and other equipment with ordinary steel pipe fasteners, scaffolding boards, dense mesh safety nets, etc. Type lifting frame; another kind of component welded by section steel, connected by bolts and pin shafts, is an all-steel integrated lifting frame. Both the traditional lifting frame and the all-steel integrated lifting frame have disadvantages: (1) The traditional lifting frame needs to be erected on site. The erection of this kind of scaffolding is not only time-consuming and laborious, but also has a low level of mechanization and requires high skills for erecting workers. Moreover, the assembly of the frame body mainly depends on the skills of the workers and the actual operation conditions, and the integrity and safety of the frame body are difficult to be controlled and guaranteed; There are many types and it is not easy to manage. The frame body is greatly affected by construction equipment such as tower crane attachment arms, elevators, and unloading platforms. With the rapid development of urban construction scale, the pace of national urbanization is accelerating, a large number of high-rise and super high-rise buildings have emerged, and the rise of industrial buildings, scaffolding used in high-rise and super high-rise buildings has a greater safety risk.
实用新型内容 Utility model content
本实用新型的目的在于克服现有技术的缺陷、提高施工安全系数,提供一种盘型节点式脚手架。 The purpose of the utility model is to overcome the defects of the prior art, improve the construction safety factor, and provide a disc-shaped node-type scaffold.
本实用新型所述的盘型节点式脚手架,包括多层施工操作面,各层施工操作面分别包括多根基础构件、大横杆、立柱和脚手板,其中:基础构件由小横杆和安装在小横杆两端的盘型固定装置组成,大横杆连接各基础构件,立柱竖直安装在各盘型固定装置上,脚手板固定安装在大横杆及小横杆上。下一层结构的各立柱与上一层结构的盘型固定装置连接,最上层结构的立柱上端各安装有盘型固定装置,同一侧的盘型固定装置由大横杆连接,两端部的盘型固定装置由小横杆连接。 The disc-shaped node-type scaffolding described in the utility model includes a multi-layer construction operation surface, and the construction operation surface of each layer includes a plurality of basic components, large cross bars, columns and scaffolding boards, wherein: the basic components are composed of small cross bars and installation It consists of disc-shaped fixing devices at both ends of the small cross-bar. The large cross-bar connects the basic components. Each column of the lower structure is connected to the disc-shaped fixing device of the upper structure, and the upper end of the column of the uppermost structure is equipped with a disc-shaped fixing device. The disc-shaped fixing device on the same side is connected by a large cross bar. The disc-shaped fixtures are connected by small crossbars.
所述立柱,小横杆和大横杆的两端各具有螺纹。 The two ends of the column, the small cross bar and the large cross bar respectively have threads.
本实用新型所述的盘型节点式脚手架,还设置有斜支撑杆,该斜支撑杆在脚手架的最低层步距之间,内、外两侧都设置,再往上只在外侧设置有斜支撑杆,所述斜支撑杆设置在上、下层之间,其杆的两端分别与相邻两立柱的上、下端的各盘型固定装置连接。 The disc-shaped node-type scaffolding described in the utility model is also provided with oblique support rods. A support rod, the oblique support rod is arranged between the upper and lower layers, and the two ends of the rod are respectively connected with the disc-shaped fixing devices at the upper and lower ends of two adjacent columns.
所述盘型固定装置为盘状物,在其盘状物的六个面均设置有盘型固定装置螺纹孔,安置立柱,小横杆和大横杆,其盘状物的两端面设置有盘型固定装置配合通孔,安装斜支撑杆,该斜支撑杆两端具有配合通孔,与盘型固定装置之间采用螺栓副固定连接。 The disc-shaped fixing device is a disc-shaped object, and the six faces of the disc-shaped object are provided with threaded holes for the disc-shaped fixing device, and a column, a small horizontal bar and a large horizontal bar are arranged, and the two ends of the disc-shaped object are provided with The disc-shaped fixing device cooperates with the through hole to install the oblique support rod. The two ends of the oblique support rod have matching through holes, and are fixedly connected with the disc-shaped fixing device by bolt pairs.
在脚手架外侧还设置有防护网,该防护网为波浪网状物,立面布置,镶嵌在上、下层脚手板边框内,其布局与脚手板一一对应。 There is also a protective net on the outside of the scaffold. The protective net is a wavy net, arranged on the facade, embedded in the frame of the upper and lower scaffolding boards, and its layout corresponds to the scaffolding boards one by one.
在脚手架内侧,各竖直立柱间隔地安装有导轨和与内、外立柱连接的三角件,导轨上配装附着支座,再配装升降系统,组成附着升降脚手架。 On the inner side of the scaffold, guide rails and triangular pieces connected to the inner and outer columns are installed at intervals on each vertical column. The guide rails are equipped with attachment supports, and then equipped with a lifting system to form an attachment lifting scaffold.
本实用新型所述的盘型节点式脚手架具有如下优点和积极效果: The disc-shaped node-type scaffolding described in the utility model has the following advantages and positive effects:
构造简单,受力可靠,立柱承力无偏心,整体刚度大,安装简便,取材、加工方便,可以工厂预制生产,工业化强。 The structure is simple, the force is reliable, the column has no eccentricity, the overall rigidity is large, the installation is simple, the material is convenient, and the processing is convenient. It can be prefabricated in the factory and has strong industrialization.
作为优化,所述盘型固定装置在其6面设置有螺扣、配合孔,与施工现场架体不同位置的立柱、小横杆、大横杆和斜支撑杆连接固定相适应。 As an optimization, the disc-shaped fixing device is provided with screw buckles and matching holes on its 6 sides, which are compatible with the connection and fixation of the uprights, small horizontal bars, large horizontal bars and oblique support bars at different positions of the frame body on the construction site.
作为优化,所述大横杆和斜支撑杆设置为模数化尺寸,满足现场不同结构位置架体的连接。 As an optimization, the large horizontal bar and the oblique support bar are set to a modular size to meet the connection of frames at different structural positions on site.
进一步优化的是,盘型固定装置与立柱、小横杆、大横杆、斜支撑杆连接固定为一整体桁架结构。将导轨、内外立柱三角件与盘型固定装置配合连接后,导轨上配装附着支座,再配装升降系统可组成附着升降脚手架。 It is further optimized that the disc-shaped fixing device is connected and fixed with the upright column, small horizontal bar, large horizontal bar, and diagonal support bar to form an integral truss structure. After connecting the guide rail, the inner and outer column triangles and the disc-shaped fixing device, the guide rail is equipped with an attachment support, and then equipped with a lifting system to form an attachment lifting scaffold.
附图说明 Description of drawings
图1是本实用新型盘型节点式脚手架示意图; Fig. 1 is a schematic diagram of a disc-shaped node-type scaffolding of the present invention;
图2是本实用新型盘型节点式脚手架组成附着升降脚手架示意图; Fig. 2 is a schematic diagram of the attached lifting scaffold composed of the disc-shaped node-type scaffold of the present invention;
图3是图1所示盘型固定装置的立体图; Fig. 3 is a perspective view of the disc-shaped fixing device shown in Fig. 1;
图4是图1所示脚手架的盘型固定装置与相连杆件连接示意图。 Fig. 4 is a schematic diagram of the connection between the disc-shaped fixing device and the connected rods of the scaffold shown in Fig. 1 .
图中标号所表示的部件或部位为:1—立柱;2—小横杆;3—大横杆;4—剪刀杆;5—盘型固定装置;6—脚手板;7—防护网;8—导轨;9—内外立柱三角件;11-盘型固定装置螺纹孔;21—盘型固定装置配合通孔;31—上、下层脚手板边框。 The parts or parts represented by the labels in the figure are: 1—column; 2—small cross bar; 3—large cross bar; 4—scissor bar; — guide rail; 9 — triangular piece of inner and outer columns; 11 — threaded hole of disk-shaped fixing device; 21 — matching through hole of disk-shaped fixing device; 31 — frame of upper and lower scaffolding boards.
具体实施方式 Detailed ways
以下结合附图和实施例对本实用新型作进一步说明。 Below in conjunction with accompanying drawing and embodiment the utility model is described further.
为叙述方便,将脚手架在使用状态下靠近建筑物墙面的一侧称之为“内侧”,远离建筑物墙面的一侧称之为“外侧”。 For the convenience of description, the side of the scaffold close to the building wall is called "inside", and the side away from the building wall is called "outside".
参见图1,本实用新型所述的盘型节点式脚手架为多层结构,即以一个施工操作面为一层结构,各层施工操作面分别包括多根由小横杆2和安装在小横杆2两端的盘型固定装置5组成的基础构件,连接各基础构件的大横杆3,竖直安装在各盘型固定装置5上的立柱1和固定安装在大横杆3及小横杆2上的脚手板6,下一层结构的各立柱1与上一层结构的盘型固定装置5连接,最上层结构的立柱1上端各安装有盘型固定装置5,同一侧的盘型固定装置5由大横杆3连接,两端部的盘型固定装置5由小横杆2连接。这样多层结构的脚手架由盘型固定装置5连接成一个整体。 Referring to Fig. 1, the disc-shaped node-type scaffold described in the utility model is a multi-layer structure, that is, a construction operation surface is a layer structure, and each layer construction operation surface includes a plurality of small horizontal bars 2 and 2 mounted on the small horizontal bar. 2 The basic components composed of disc-shaped fixing devices 5 at both ends, the large horizontal bars 3 connecting each basic component, the uprights 1 vertically installed on each disc-shaped fixing device 5 and fixedly installed on the large horizontal bar 3 and the small horizontal bar 2 The upper scaffolding board 6, each column 1 of the lower structure is connected with the disc-shaped fixing device 5 of the upper structure, and the upper end of the column 1 of the uppermost structure is respectively equipped with a disc-shaped fixing device 5, and the disc-shaped fixing device on the same side 5 are connected by large crossbar 3, and the disc-shaped fixing devices 5 at both ends are connected by small crossbar 2. The scaffolding of such a multi-layer structure is connected into a whole by the disc-shaped fixing device 5 .
施工操作面的层数取决于需要建筑的建筑物的高度。基础构件的数量取决于需要建筑的建筑物的长度或宽度。 The number of layers of the construction operation surface depends on the height of the building to be built. The number of base elements depends on the length or width of the building to be constructed.
所述立柱1,小横杆2和大横杆3的两端具有螺纹。 The two ends of the column 1, the small cross bar 2 and the large cross bar 3 have threads.
为了增强脚手架的强度和安全系数,脚手架还设置有斜支撑杆4,该斜支撑杆4在脚手架的最低层步距之间,内、外两侧都设置,再往上只外侧设置有斜支撑杆4。所述斜支撑杆设置在上、下层结构之间,其杆的两端分别与相邻两立柱1的上、下端的各盘型固定装置5连接。 In order to enhance the strength and safety factor of the scaffold, the scaffold is also provided with an oblique support rod 4, the oblique support rod 4 is set between the lowest step of the scaffold, both inside and outside, and then only the outside is provided with an oblique support pole 4. The inclined support rods are arranged between the upper and lower structures, and the two ends of the rods are respectively connected with the disc-shaped fixing devices 5 at the upper and lower ends of two adjacent uprights 1 .
参见图3和图4,所述盘型固定装置5为盘状物,在盘状物的六个面均设置有盘型固定装置螺纹孔11,以安装立柱1,小横杆2和大横杆3,其盘状物的两端面设置有盘型固定装置配合通孔21,以安装斜支撑杆4,该斜支撑杆4两端具有配合通孔,与盘型固定装置之间采用螺栓副固定连接。 Referring to Fig. 3 and Fig. 4, the disc-shaped fixing device 5 is a disc, and the six sides of the disc are provided with disc-shaped fixing device threaded holes 11 to install the column 1, the small cross bar 2 and the large cross bar. Rod 3, the two ends of the disk are provided with disc-shaped fixing device matching through holes 21 to install the oblique support rod 4, the two ends of the oblique supporting rod 4 have matching through holes, and bolt pairs are used between the disc-shaped fixing device. Fixed connection.
为保证施工安全,在脚手架外侧还设置有防护网7,该防护网7为波浪网状物,立面布置,镶嵌在上、下层脚手板6的边框31内,其布局与脚手板一一对应。 In order to ensure construction safety, a protective net 7 is also provided outside the scaffold. The protective net 7 is a wavy net, arranged on the facade, embedded in the frame 31 of the upper and lower scaffolding boards 6, and its layout corresponds to the scaffolding boards one by one. .
参见图2,在脚手架内侧,竖直立柱1上间隔地安装有导轨8和与内、外立柱连接的三角件9。导轨8上配装附着支座,再配装升降系统,可组成附着升降脚手架。 Referring to FIG. 2 , on the inside of the scaffold, guide rails 8 and triangular pieces 9 connected with the inner and outer columns are installed at intervals on the vertical columns 1 . The guide rail 8 is equipped with an attached support, and then equipped with a lifting system, which can form an attached lifting scaffold.
Claims (10)
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104675093A (en) * | 2015-01-29 | 2015-06-03 | 北京韬盛科技发展有限公司 | Disc-shaped node type scaffold |
CN107654060A (en) * | 2017-09-30 | 2018-02-02 | 安徽卓良新材料有限公司 | A kind of full module attached lifting scaffold installation method |
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2015
- 2015-01-29 CN CN201520061352.8U patent/CN204754150U/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN104675093A (en) * | 2015-01-29 | 2015-06-03 | 北京韬盛科技发展有限公司 | Disc-shaped node type scaffold |
CN104675093B (en) * | 2015-01-29 | 2018-02-06 | 北京韬盛科技发展有限公司 | Dish-type node type scaffold |
CN107654060A (en) * | 2017-09-30 | 2018-02-02 | 安徽卓良新材料有限公司 | A kind of full module attached lifting scaffold installation method |
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Address after: 101113 8 Guang Li street, Tongzhou District Industrial Development Zone, Beijing Patentee after: Sunrise safety technology (Beijing) Co.,Ltd. Address before: 101103 8 Guang Li street, Tongzhou District Industrial Development Zone, Beijing Patentee before: BEIJING TOSUN TECHNOLOGY DEVELOPMENT Co.,Ltd. |
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