CN101704492A - Double-pole climbing aerial working platform - Google Patents

Double-pole climbing aerial working platform Download PDF

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CN101704492A
CN101704492A CN200910153752A CN200910153752A CN101704492A CN 101704492 A CN101704492 A CN 101704492A CN 200910153752 A CN200910153752 A CN 200910153752A CN 200910153752 A CN200910153752 A CN 200910153752A CN 101704492 A CN101704492 A CN 101704492A
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aerial work
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CN101704492B (en
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许树根
陈金晨
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Zhejiang Dingli Machinery Co Ltd
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Abstract

本发明涉及一种高空作业装置。双桅杆攀爬式高空作业平台,包括两套立塔总成和平台总成,两套立塔总成分别由顶盖和多个框架式结构的标准节构成,标准节与标准节之间以及与连接框架、顶盖可拆装式固定连接;连接框架和标准节的一侧分别设置有齿条,齿条相互连接构成齿形轨道;平台总成上固定设置有安装架,立塔穿设在安装架内,安装架上设有滚轮,滚轮与标准节滚动相贴,安装架上还固定设置有固定板,电机和防坠安全器均固定在固定板上,电机连接设有传动齿轮,传动齿轮与防坠安全器的防坠齿轮分别与齿条相啮合。本发明扩大了工作台面的范围,标准节可以无限制的添加,具有作业范围更加扩大,升降高度高,稳定性、安全性更为可靠的特点。

Figure 200910153752

The invention relates to a high-altitude operation device. The double-mast climbing aerial work platform includes two sets of vertical tower assemblies and platform assemblies. The two sets of vertical tower assemblies are respectively composed of a roof and a plurality of standard sections of frame structure. It is fixedly connected with the connection frame and the top cover in a detachable manner; one side of the connection frame and the standard joint is respectively provided with a rack, and the racks are connected to each other to form a toothed track; the platform assembly is fixed with a mounting frame, and the vertical tower is pierced In the installation frame, there are rollers on the installation frame, and the rollers are rolled and attached to the standard section. The installation frame is also fixed with a fixed plate. The motor and the anti-fall safety device are fixed on the fixed plate. The motor is connected with a transmission gear. The transmission gear and the anti-fall gear of the anti-fall safety device are respectively meshed with the rack. The invention expands the scope of the working table, the standard joints can be added without limit, and has the characteristics of a wider working range, a higher lifting height, and more reliable stability and safety.

Figure 200910153752

Description

双桅杆攀爬式高空作业平台 Double mast climbing aerial work platform

技术领域technical field

本发明涉及一种高空作业装置。The invention relates to a high-altitude operation device.

背景技术Background technique

现有的高空作业平台,如剪叉式升降作业平台、桅柱式升降作业平台和套筒式升降作业平台,一般用于路灯的安装、检修或者高空货物的搬运,以及其他高度不算高的空中作业。它们普遍都存在升降高度不够,工作台面的范围小的缺点。另外,现有在进行建筑墙面施工的时候,均需要搭建脚手架,脚手架的搭建和拆除耗时,而且不够安全。现在还没有一个既能大范围作业,并且升降高度高的高空作业装置公开报道过。Existing aerial work platforms, such as scissor lift work platforms, mast lift work platforms and telescopic lift work platforms, are generally used for the installation and maintenance of street lights or the handling of high-altitude goods, as well as other heights that are not too high. Aerial work. They generally all have the shortcomings of insufficient lifting height and a small range of worktables. In addition, existing scaffolding needs to be erected during the construction of building walls, which is time-consuming to construct and dismantle, and is not safe enough. Also there is not one that can work in a large area, and the high-altitude operation device with a high lifting height has been publicly reported.

申请人于2009年4月13日申请了专利申请号为:200910097374.9的发明专利,该专利公开了单桅杆的攀爬式高空作业平台,该专利的高空作业平台扩大了工作台面的范围,标准节可以无限制的添加,扩大了工作台面上升的高度,具有作业范围大、升降高度高、安全可靠的特点。但是由于采用单桅杆,一个方面工作台面的作业范围有限,另外稳定性也无法和两根桅杆相媲美。The applicant applied for an invention patent with the patent application number: 200910097374.9 on April 13, 2009. This patent discloses a climbing aerial work platform with a single mast. The aerial work platform of this patent expands the scope of the work surface. It can be added unlimitedly, which expands the rising height of the worktable, and has the characteristics of large operating range, high lifting height, safety and reliability. However, due to the use of a single mast, on the one hand, the working range of the work surface is limited, and the stability cannot be compared with that of two masts.

发明内容Contents of the invention

为了解决上述的存在的技术缺陷,本发明的目的是提供一种双桅杆攀爬式高空作业平台,其具有作业范围更加扩大,升降高度高,稳定性、安全性更为可靠的特点。In order to solve the above-mentioned existing technical defects, the object of the present invention is to provide a double-mast climbing aerial work platform, which has the characteristics of a wider operating range, a higher lifting height, and more reliable stability and safety.

为了实现上述的技术目的,本发明采用以下的技术方案:In order to realize above-mentioned technical purpose, the present invention adopts following technical scheme:

双桅杆攀爬式高空作业平台,该高空作业平台包括行走装置、两个底座、支脚总成、两套立塔总成和平台总成,行走装置设置在底座的底部,支脚总成设置在底座的四个角部,在两个底座上分别固定设置有连接框架;所述的两套立塔总成分别由顶盖和多个标准节构成,最底部的标准节与分别两个连接框架可拆装式固定连接,最顶部的标准节与顶盖可拆装式固定连接,所述的标准节为框架式结构,各个标准节之间也分别通过可拆装式固定连接;所述的连接框架和各个标准节的一侧分别设置有立式的齿条,连接框架和多个标准节上的齿条相互连接构成齿形轨道;所述的平台总成包括两个侧工作台面和中间工作台面,并在两个侧工作台面上分别固定设置有安装架,所述的两套立塔总成分别穿设在安装架内,并且安装架的角部上分别设有滚轮,滚轮与标准节的竖杆滚动相贴;两个安装架的一个侧分别固定设置有固定板,固定板上分别固定设有动力装置和防坠安全器,动力装置包括电机,电机固定在固定板上,电机通过变速箱连接设有传动齿轮,传动齿轮与所述的齿条相啮合,防坠安全器包括防坠齿轮,防坠齿轮也与所述的齿条相啮合。Double-mast climbing aerial work platform. The aerial work platform includes a walking device, two bases, a foot assembly, two sets of vertical tower assemblies and a platform assembly. The walking device is set on the bottom of the base, and the foot assembly is set on the base. The four corners of the four corners are respectively fixed with connection frames on the two bases; the two sets of vertical tower assemblies are respectively composed of a top cover and a plurality of standard sections, and the bottom standard section and the two connection frames respectively can be Detachable fixed connection, the topmost standard section and the top cover are detachably fixedly connected, the described standard section is a frame structure, and each standard section is also connected through a detachable fixed connection; the described connection The frame and one side of each standard section are respectively provided with vertical racks, and the racks on the connecting frame and multiple standard sections are connected to each other to form a toothed track; the platform assembly includes two side working tables and a middle working table. table, and mounting frames are respectively fixed on the two side working tables. The two sets of vertical tower assemblies are respectively installed in the mounting frame, and the corners of the mounting frame are respectively equipped with rollers, which are connected with the standard section. The vertical rods of the two installation frames are rolled and attached to each other; one side of the two installation frames is respectively fixed with a fixed plate, and the fixed plates are respectively fixed with a power device and an anti-fall safety device. The power device includes a motor, and the motor is fixed on the fixed plate. The transmission gear is connected with a transmission gear, and the transmission gear meshes with the rack. The anti-fall safety device includes an anti-fall gear, and the anti-fall gear also meshes with the rack.

作为优选,所述的标准节为四根竖杆以及横杆和斜杆焊接构成的框架式结构,四根竖杆的下端分别为榫管,上端分别为与榫管相适配的槽口,上、下两个标准节通过榫管与槽口相互拼接,并在四根竖杆的内侧上、下端分别焊接设置有连接管,两个标准节通过在连接管内设置的螺栓相固定连接。上述的结构一方面确保了立塔总成的稳定安全,另一方面标准节可以方便的添加,以增加立塔总成整体的高度。As a preference, the standard joint is a frame structure composed of four vertical bars, cross bars and oblique bars welded, the lower ends of the four vertical bars are respectively tenon tubes, and the upper ends are respectively notches matching the tenon tubes, The upper and lower standard sections are spliced with each other through the tenon tube and the notch, and the upper and lower ends of the inner sides of the four vertical bars are respectively welded with connecting pipes, and the two standard sections are fixedly connected by bolts set in the connecting pipes. On the one hand, the above-mentioned structure ensures the stability and safety of the vertical tower assembly, and on the other hand, standard sections can be added conveniently to increase the overall height of the vertical tower assembly.

作为优选,所述的立塔总成还包括墙壁锚定装置,墙壁锚定装置由两根固定杆、两根伸缩调节杆、一根稳定杆组成,两根固定杆平行设置在立塔总成的内侧,两根伸缩调节杆的一端分别通过抱箍组固定在两根固定杆上,伸缩调节杆的另一端分别铰接设置有与墙壁相抵的固定架,稳定杆一端与一根伸缩调节杆通过抱箍组相连接,稳定杆另外一端与另外一根伸缩调节杆上的固定架相连接。墙壁锚定装置进一步确保了本发明的稳定和安全。As a preference, the vertical tower assembly also includes a wall anchoring device. The wall anchoring device is composed of two fixed rods, two telescopic adjustment rods, and a stabilizing rod. The two fixed rods are arranged in parallel on the vertical tower assembly. The inner side of the two telescopic adjustment rods are respectively fixed on the two fixed rods through the hoop group, the other ends of the telescopic adjustment rods are respectively hinged with a fixed frame against the wall, and one end of the stabilizer rod is connected to a telescopic adjustment rod through the The hoop groups are connected, and the other end of the stabilizer bar is connected with the fixing frame on another telescopic adjustment rod. The wall anchoring device further ensures the stability and safety of the present invention.

作为优选,所述的平台总成上设置有操作提示喇叭,操作提示喇叭由设置在平台总成上传感器控制,并在立塔总成的下部竖直安装设有触发板。操作提示喇叭用于警惕平台总成下方的人员,防止事故发生。Preferably, the platform assembly is provided with an operation prompting horn, the operation prompting horn is controlled by a sensor provided on the platform assembly, and a trigger plate is vertically installed at the lower part of the tower assembly. The operation prompt horn is used to alert the personnel under the platform assembly to prevent accidents.

作为优选,所述的平台总成还包括立塔防护罩,立塔防护罩设置在安装架的四周,立塔防护罩的高度为2~4个标准节的高度。Preferably, the platform assembly further includes a vertical tower protective cover, the vertical tower protective cover is arranged around the installation frame, and the height of the vertical tower protective cover is 2 to 4 standard knots.

作为优选,所述的支脚总成由伸缩杆和支脚构成,伸缩杆一端铰接设置在底座的角部,支脚设置在伸缩杆的另一端,支脚由底盘、筒体和丝杆组成,筒体活动设置在伸缩杆内,筒体的上端设有螺母,丝杆上端为内六角柱头,下端穿在筒体的螺母上,筒体的下端连接有万向球头,万向球头通过压盖设置在底盘的球头座内。通过伸缩杆设置支脚进一步扩大了支脚的范围,增加了稳定性,另外,上述的结构的支脚也进一步增加了支脚的稳定性。Preferably, the leg assembly is composed of a telescopic rod and a leg. One end of the telescopic rod is hingedly arranged at the corner of the base, and the leg is arranged at the other end of the telescopic rod. The leg is composed of a chassis, a cylinder and a screw rod, and the cylinder moves Set in the telescopic rod, the upper end of the cylinder is provided with a nut, the upper end of the screw rod is a hexagon socket head, the lower end is worn on the nut of the cylinder, the lower end of the cylinder is connected with a universal ball head, and the universal ball head is set through the gland In the ball socket of the chassis. Setting the legs through the telescopic rod further expands the range of the legs and increases the stability. In addition, the legs of the above structure further increase the stability of the legs.

作为优选,所述的底座在连接框架所在位置设置有中心千斤顶装置。中心千斤顶装置主要也是为了进一步增加整体的稳定性。Preferably, the base is provided with a central jack device at the position where the connecting frame is located. The center jack device is also mainly to further increase the overall stability.

作为优选,所述的平台总成上设置有上升的上限和下降的下限保护霍尔传感器。霍尔传感器租用用于控制上升的上限和下降的下限。Preferably, the platform assembly is provided with a rising upper limit and a falling lower limit to protect Hall sensors. Hall sensors are used to control the upper limit of rising and the lower limit of falling.

作为优选,所述的顶盖包括两块交叉设置的顶板,顶板上设置吊孔,并在顶盖的两个侧面分别设置有防冲顶装置,防冲顶装置由连接板、缓冲垫和沉头螺栓构成,缓冲垫固定在连接板下部,连接板通过沉头螺栓固定在顶盖上。顶板上设置吊孔有利于顶盖安装,缓冲垫主要用于防冲顶。As a preference, the top cover includes two cross-set top plates, the top plate is provided with lifting holes, and the two sides of the top cover are respectively provided with anti-blowout devices, and the anti-blowout devices are composed of connecting plates, buffer pads and countersunk bolts. The buffer pad is fixed on the lower part of the connecting plate, and the connecting plate is fixed on the top cover through countersunk bolts. Hanging holes are set on the top plate to facilitate the installation of the top cover, and the buffer pad is mainly used to prevent the roof from falling out.

作为优选,所述的安装架的四个角部的上部和下部分别设有滚轮,每处滚轮分别为两只,两只滚轮成直角设置,分别与标准节立杆外侧面滚动相贴。上述的结构主要用于保证平台总成上升、下降的稳定。As a preference, the upper and lower parts of the four corners of the installation frame are provided with rollers respectively, and there are two rollers at each location, and the two rollers are arranged at right angles to roll and stick to the outer surface of the standard section vertical pole respectively. The above-mentioned structure is mainly used to ensure the stability of the rising and falling of the platform assembly.

本发明由于采用了上述的技术方案,采用两个底座、支脚总成和两套立塔总成,通过两套电机驱动传动齿轮,使整个平台总成在齿条上上、下运动,两个防坠安全器则可以防止平台总成下降速度过快,使下降平稳。本发明扩大了工作台面的范围,标准节可以无限制的添加,具有作业范围更加扩大,升降高度高,稳定性、安全性更为可靠的特点。Due to the adoption of the above-mentioned technical scheme, the present invention adopts two bases, leg assemblies and two sets of vertical tower assemblies, and drives the transmission gears through two sets of motors to make the whole platform assembly move up and down on the rack. The anti-drop safety device can prevent the platform assembly from descending too fast and make the descent stable. The invention expands the scope of the working table, the standard joints can be added without limit, and has the characteristics of a wider working range, a higher lifting height, and more reliable stability and safety.

附图说明Description of drawings

图1为本发明的结构示意图。Fig. 1 is a structural schematic diagram of the present invention.

图2为图1的右视图。Fig. 2 is the right side view of Fig. 1 .

图3为图1的俯视图。FIG. 3 is a top view of FIG. 1 .

图4为本发明底座、支脚总成、行走装置的结构示意图。Fig. 4 is a structural schematic view of the base, the leg assembly and the walking device of the present invention.

图5为图4的俯视图。FIG. 5 is a top view of FIG. 4 .

图6为本发明底座、支脚总成、行走装置、立塔总成的结构示意图。Fig. 6 is a structural schematic view of the base, the leg assembly, the walking device, and the vertical tower assembly of the present invention.

图7为本发明标准节的结构示意图。Fig. 7 is a schematic structural diagram of a standard section of the present invention.

图8为本发明墙壁锚定装置的结构示意图。Fig. 8 is a structural schematic diagram of the wall anchoring device of the present invention.

图9为本发明支脚的结构示意图。Fig. 9 is a schematic diagram of the structure of the foot of the present invention.

图10为本发明顶盖的结构示意图。Fig. 10 is a schematic structural view of the top cover of the present invention.

具体实施方式Detailed ways

下面结合附图对本发明的具体实施方式做一个详细的说明。The specific implementation manner of the present invention will be described in detail below in conjunction with the accompanying drawings.

如图1、图2、图3所示的桅杆攀爬式高空作业平台,该高空作业平台包括两套行走装置3、两个底座1、支脚总成2、两套立塔总成4和平台总成5。如图4、图5所示,两套行走装置3分别设置在两个底座1的底部,支脚总成2设置在底座1的四个角部,支脚总成2由伸缩杆22和支脚21构成,伸缩杆22一端铰接设置在底座1的角部,支脚21设置在伸缩杆22的另一端。如图9所示,支脚21由底盘24、筒体23和丝杆25组成,筒体23活动设置在伸缩杆22内,筒体23的上端设有螺母26,丝杆25上端为内六角柱头19,下端穿在筒体23的螺母26上,筒体23的下端连接有万向球头27,万向球头27通过压盖28设置在底盘24的球头座内。如图5所示,在底座1上还固定设置有连接框架11,底座1在连接框架11所在位置设置有中心千斤顶装置12。The mast climbing aerial work platform shown in Figure 1, Figure 2, and Figure 3, the aerial work platform includes two sets of walking devices 3, two bases 1, foot assembly 2, two sets of vertical tower assemblies 4 and the platform assembly5. As shown in Fig. 4 and Fig. 5, two sets of walking devices 3 are respectively arranged at the bottom of the two bases 1, and the leg assembly 2 is arranged at the four corners of the base 1, and the leg assembly 2 is composed of a telescopic rod 22 and a leg 21. One end of the telescopic rod 22 is hingedly arranged at the corner of the base 1 , and the leg 21 is arranged at the other end of the telescopic rod 22 . As shown in Figure 9, the support foot 21 is made up of a chassis 24, a cylinder body 23 and a screw rod 25, the cylinder body 23 is movably arranged in the telescopic rod 22, the upper end of the cylinder body 23 is provided with a nut 26, and the upper end of the screw rod 25 is an inner hexagonal column head 19. The lower end is passed through the nut 26 of the cylinder body 23, and the lower end of the cylinder body 23 is connected with a universal ball head 27, and the universal ball head 27 is arranged in the ball head seat of the chassis 24 through the gland 28. As shown in FIG. 5 , a connection frame 11 is fixedly arranged on the base 1 , and a central jack device 12 is provided on the base 1 at the position of the connection frame 11 .

如图6所示,两套立塔总成4分别由顶盖7和多个标准节40构成。如图7所示,标准节40为四根竖杆43以及横杆47和斜杆48焊接构成的框架式结构,四根竖杆43的下端分别为榫管45,上端分别为与榫管45相适配的槽口46,上、下两个标准节40通过榫管45与槽口46相互拼接,并在四根竖杆43的内侧上、下端分别焊接设置有连接管44,两个标准节40通过在连接管44内设置的螺栓49可拆装式固定连接。最底部的标准节40与连接框架11也通过同样的方式可拆装式固定连接,最顶部的标准节40与顶盖7也通过同样的方式可拆装式固定连接。如图6所示,连接框架11和各个标准节40的一侧分别设置有立式的齿条41,连接框架11和多个标准节40上的齿条41相互连接构成齿形轨道。如图10所示,顶盖7包括两块交叉设置的顶板,顶板上设置吊孔71,并在顶盖7的两个侧面分别设置有防冲顶装置,防冲顶装置由连接板73、缓冲垫74和沉头螺栓72构成,缓冲垫74固定在连接板73下部,连接板73通过沉头螺栓72固定在顶盖7上。As shown in FIG. 6 , the two sets of vertical tower assemblies 4 are respectively composed of a top cover 7 and a plurality of standard sections 40 . As shown in Figure 7, the standard section 40 is a frame structure formed by welding four vertical bars 43, horizontal bars 47 and oblique bars 48. The lower ends of the four vertical bars 43 are tenon tubes 45, and the upper ends are respectively tenon tubes 45 The matching notch 46, the upper and lower two standard joints 40 are spliced with the notch 46 through the tenon tube 45, and the upper and lower ends of the inner sides of the four vertical bars 43 are respectively welded with connecting pipes 44, the two standard The joints 40 are detachably fixedly connected by bolts 49 provided in the connecting pipe 44 . The bottommost standard section 40 is also detachably fixedly connected to the connecting frame 11 in the same manner, and the topmost standard section 40 is also detachably fixedly connected to the top cover 7 in the same manner. As shown in FIG. 6 , vertical racks 41 are respectively provided on one side of the connection frame 11 and each standard section 40 , and the connection frame 11 and the racks 41 on the plurality of standard sections 40 are connected to each other to form a toothed track. As shown in Figure 10, the top cover 7 comprises two cross-set top plates, the top plate is provided with hanging holes 71, and the two sides of the top cover 7 are respectively provided with an anti-shock top device, and the anti-blow top device consists of a connecting plate 73, a buffer pad 74 and countersunk bolt 72 constitute, and buffer pad 74 is fixed on connecting plate 73 bottoms, and connecting plate 73 is fixed on the top cover 7 by countersunk bolt 72.

如图2所示,立塔总成4还包括墙壁锚定装置6。如图8所示,墙壁锚定装置6由两根固定杆61、两根伸缩调节杆62、一根稳定杆63组成,两根固定杆61平行设置在工作台面52内侧,两根伸缩调节杆62的一端分别通过抱箍组64固定在两根固定杆61上,伸缩调节杆62的另一端分别铰接设置有与墙壁相抵的固定架65,稳定杆63一端与一根伸缩调节杆62通过抱箍组64相连接,稳定杆63另外一端与另外一根伸缩调节杆62上的固定架65相连接。As shown in FIG. 2 , the vertical tower assembly 4 also includes a wall anchoring device 6 . As shown in Figure 8, the wall anchoring device 6 is made up of two fixed rods 61, two telescopic adjustment rods 62, and a stabilizing rod 63. One end of 62 is respectively fixed on two fixed rods 61 by hoop group 64, and the other end of telescopic adjustment rod 62 is respectively hingedly provided with the fixed mount 65 that resists with the wall, and one end of stabilizing rod 63 and a telescopic adjustment rod 62 pass through The hoop group 64 is connected, and the other end of the stabilizing rod 63 is connected with the fixed frame 65 on another telescopic adjusting rod 62 .

如图1、图2所示,平台总成5包括工作台面52、防护栏50、防护梯58和两套动力装置,工作台面52上固定设置有两个安装架53,所述的两套立塔总成4分别穿设在安装架53内,安装架53的四个角部的上部和下部分别设有滚轮56,每处滚轮56分别为两只,两只滚轮56成直角设置,分别与标准节40立杆外侧面滚动相贴.两个安装架53的一侧分别固定设置有固定板57,两套动力装置分别包括电机8,电机8固定在固定板57上,电机8通过变速箱连接设有传动齿轮81,传动齿轮81与所述的齿条41相啮合;所述的固定板57上还设置有防坠安全器9,防坠安全器9包括防坠齿轮91,防坠齿轮91也与所述的齿条41相啮合.如图2所示,平台总成5还包括立塔防护罩55,立塔防护罩55设置在安装架53的四周,立塔防护罩55的高度为3个标准节40的高度.另外,平台总成5上设置有操作提示喇叭57,操作提示喇叭57由设置在平台总成5上传感器控制,并在立塔总成4的下部竖直安装设有传感器触发板42.同时,平台总成5上设置有上升的上限和下降的下限保护霍尔传感器.As shown in Fig. 1 and Fig. 2, the platform assembly 5 includes a working surface 52, a guardrail 50, a protective ladder 58 and two sets of power devices. The tower assembly 4 is respectively installed in the mounting frame 53, and the upper and lower parts of the four corners of the mounting frame 53 are respectively provided with rollers 56, and each roller 56 is respectively two, and the two rollers 56 are arranged at right angles, respectively. The outer sides of the standard section 40 poles roll and stick together. One side of the two mounting brackets 53 is respectively fixed with a fixed plate 57, and the two sets of power devices respectively include a motor 8, which is fixed on the fixed plate 57, and the motor 8 passes through the gearbox. A transmission gear 81 is connected, and the transmission gear 81 meshes with the rack 41; the fixed plate 57 is also provided with an anti-falling safety device 9, which includes an anti-falling gear 91, an anti-falling gear 91 is also engaged with the rack 41. As shown in Figure 2, the platform assembly 5 also includes a vertical tower protective cover 55, and the vertical tower protective cover 55 is arranged around the installation frame 53, and the height of the vertical tower protective cover 55 It is the height of three standard sections 40. In addition, the platform assembly 5 is provided with an operation prompting horn 57, which is controlled by a sensor provided on the platform assembly 5 and installed vertically at the lower part of the vertical tower assembly 4 A sensor trigger plate 42 is provided. At the same time, the platform assembly 5 is provided with a rising upper limit and a falling lower limit to protect Hall sensors.

Claims (10)

1.双桅杆攀爬式高空作业平台,其特征在于:该高空作业平台包括行走装置(3)、两个底座(1)、支脚总成(2)、两套立塔总成(4)和平台总成(5),行走装置(3)设置在底座(1)的底部,支脚总成(2)设置在底座(1)的四个角部,在两个底座(1)上分别固定设置有连接框架(11);所述的两套立塔总成(4)分别由顶盖(7)和多个标准节(40)构成,最底部的标准节(40)与分别两个连接框架(11)可拆装式固定连接,最顶部的标准节(40)与顶盖(7)可拆装式固定连接,所述的标准节(40)为框架式结构,各个标准节(40)之间也分别通过可拆装式固定连接;所述的连接框架(11)和各个标准节(40)的一侧分别设置有立式的齿条(41),连接框架(11)和多个标准节(40)上的齿条(41)相互连接构成齿形轨道;所述的平台总成(5)包括两个侧工作台面和中间工作台面,并在两个侧工作台面上分别固定设置有安装架(53),所述的两套立塔总成(4)分别穿设在安装架(53)内,并且安装架(53)的角部上分别设有滚轮(56),滚轮(56)与标准节(40)的竖杆(43)滚动相贴;两个安装架(53)的一个侧分别固定设置有固定板(54),固定板(54)上分别固定设有动力装置和防坠安全器(9),动力装置包括电机(8),电机(8)固定在固定板(54)上,电机(8)通过变速箱连接设有传动齿轮(81),传动齿轮(81)与所述的齿条(41)相啮合,防坠安全器(9)包括防坠齿轮(91),防坠齿轮(91)也与所述的齿条(41)相啮合。1. The double-mast climbing aerial work platform is characterized in that the aerial work platform includes a walking device (3), two bases (1), a foot assembly (2), two sets of vertical tower assemblies (4) and The platform assembly (5), the running gear (3) are arranged at the bottom of the base (1), the leg assemblies (2) are arranged at the four corners of the base (1), and are respectively fixed on the two bases (1) There is a connection frame (11); the two sets of vertical tower assemblies (4) are respectively composed of a top cover (7) and a plurality of standard sections (40), and the bottommost standard section (40) is connected to two connection frames respectively. (11) Detachable fixed connection, the topmost standard section (40) is detachably fixedly connected with the top cover (7), the described standard section (40) is a frame structure, and each standard section (40) Also respectively through detachable fixed connection; One side of the described connection frame (11) and each standard joint (40) is respectively provided with a vertical rack (41), the connection frame (11) and a plurality of The racks (41) on the standard section (40) are connected to each other to form a toothed track; the platform assembly (5) includes two side worktables and a middle worktable, and is fixedly arranged on the two side worktables respectively Mounting frame (53) is arranged, and described two sets of vertical tower assemblies (4) are worn in mounting frame (53) respectively, and the corner of mounting frame (53) is provided with roller (56) respectively, and roller ( 56) The vertical bar (43) of the standard joint (40) is rolled and attached; one side of the two mounting brackets (53) is respectively fixed with a fixed plate (54), and the fixed plate (54) is respectively fixed with a power device And anti-drop safety device (9), power unit comprises motor (8), and motor (8) is fixed on the fixed plate (54), and motor (8) is connected with transmission gear (81) by gearbox, and transmission gear (81 ) is meshed with the rack (41), the anti-fall safety device (9) includes an anti-fall gear (91), and the anti-fall gear (91) is also meshed with the rack (41). 2.根据权利要求1所述的双桅杆攀爬式高空作业平台,其特征在于:所述的标准节(40)为四根竖杆(43)以及横杆(47)和斜杆(48)焊接构成的框架式结构,四根竖杆(43)的下端分别为榫管(45),上端分别为与榫管(45)相适配的槽口(46),上、下两个标准节(40)通过榫管(45)与槽口(46)相互拼接,并在四根竖杆(43)的内侧上、下端分别焊接设置有连接管(44),两个标准节(40)通过在连接管(44)内设置的螺栓(49)相固定连接。2. The double-mast climbing aerial work platform according to claim 1, characterized in that: the standard section (40) is four vertical bars (43), horizontal bars (47) and inclined bars (48) A frame structure formed by welding, the lower ends of the four vertical rods (43) are tenon tubes (45), the upper ends are notches (46) matching the tenon tubes (45), and the upper and lower two standard joints (40) Splice each other through the mortise tube (45) and the notch (46), and the upper and lower ends of the inner sides of the four vertical bars (43) are respectively welded with connecting pipes (44), and the two standard joints (40) pass through The bolts (49) arranged in the connecting pipe (44) are fixedly connected. 3.根据权利要求1所述的双桅杆攀爬式高空作业平台,其特征在于:所述的立塔总成(4)还包括墙壁锚定装置(6),墙壁锚定装置(6)由两根固定杆(61)、两根伸缩调节杆(62)、一根稳定杆(63)组成,两根固定杆(61)平行设置在立塔总成(4)的内侧,两根伸缩调节杆(62)的一端分别通过抱箍组(64)固定在两根固定杆(61)上,伸缩调节杆(62)的另一端分别铰接设置有与墙壁相抵的固定架(65),稳定杆(63)一端与一根伸缩调节杆(62)通过抱箍组(64)相连接,稳定杆(63)另外一端与另外一根伸缩调节杆(62)上的固定架(65)相连接。3. The double-mast climbing aerial work platform according to claim 1, characterized in that: the vertical tower assembly (4) also includes a wall anchoring device (6), and the wall anchoring device (6) consists of Two fixed rods (61), two telescopic adjustment rods (62), and a stabilizing rod (63) are formed, and two fixed rods (61) are arranged on the inner side of vertical tower assembly (4) in parallel, and two telescopic adjustment rods One end of the rod (62) is respectively fixed on two fixed rods (61) by the hoop group (64), and the other end of the telescopic adjustment rod (62) is respectively hingedly provided with a fixed frame (65) which is against the wall, and the stabilizer rod (63) one end is connected with a telescopic adjustment rod (62) by the hoop group (64), and the other end of the stabilizing rod (63) is connected with the fixed mount (65) on another telescopic adjustment rod (62). 4.根据权利要求1所述的双桅杆攀爬式高空作业平台,其特征在于:所述的平台总成(5)上设置有操作提示喇叭(57),操作提示喇叭(57)由设置在平台总成(5)上传感器控制,并在立塔总成(4)的下部竖直安装设有传感器触发板(42)。4. The double-mast climbing aerial work platform according to claim 1, characterized in that: said platform assembly (5) is provided with an operation prompt horn (57), and the operation prompt horn (57) is set on The platform assembly (5) is controlled by a sensor, and the bottom of the vertical tower assembly (4) is vertically installed with a sensor trigger plate (42). 5.根据权利要求1所述的双桅杆攀爬式高空作业平台,其特征在于:所述的平台总成(5)还包括立塔防护罩(55),立塔防护罩(55)设置在安装架(53)的四周,立塔防护罩(55)的高度为2~4个标准节(40)的高度。5. The double-mast climbing aerial work platform according to claim 1, characterized in that: the platform assembly (5) also includes a tower protective cover (55), and the vertical tower protective cover (55) is arranged on Around the installation frame (53), the height of the tower protective cover (55) is the height of 2~4 standard joints (40). 6.根据权利要求1所述的双桅杆攀爬式高空作业平台,其特征在于:所述的支脚总成(2)由伸缩杆(22)和支脚(21)构成,伸缩杆(22)一端铰接设置在底座(1)的角部,支脚(21)设置在伸缩杆(22)的另一端,支脚(21)由底盘(24)、筒体(23)和丝杆(25)组成,筒体(23)活动设置在伸缩杆(22)内,筒体(23)的上端设有螺母(26),丝杆(25)上端为内六角柱头(29),下端穿在筒体(23)的螺母(26)上,筒体(23)的下端连接有万向球头(27),万向球头(27)通过压盖(28)设置在底盘(24)的球头座内。6. The double-mast climbing aerial work platform according to claim 1, characterized in that: the leg assembly (2) is composed of a telescopic rod (22) and a leg (21), and one end of the telescopic rod (22) The hinge is arranged on the corner of the base (1), and the leg (21) is arranged on the other end of the telescopic rod (22). The leg (21) is composed of a chassis (24), a cylinder (23) and a screw (25), The body (23) is movably arranged in the telescopic rod (22), the upper end of the cylinder body (23) is provided with a nut (26), the upper end of the screw mandrel (25) is an inner hexagonal column head (29), and the lower end is worn on the cylinder body (23). On the nut (26), the lower end of cylinder body (23) is connected with universal ball joint (27), and universal ball joint (27) is arranged in the ball seat of chassis (24) by gland (28). 7.根据权利要求1所述的双桅杆攀爬式高空作业平台,其特征在于:所述的底座(1)在连接框架(11)所在位置设置有中心千斤顶装置(12)。7. The double-mast climbing aerial work platform according to claim 1, characterized in that: the base (1) is provided with a central jack device (12) at the position where the connecting frame (11) is located. 8.根据权利要求1所述的双桅杆攀爬式高空作业平台,其特征在于:所述的平台总成(5)上设置有上升的上限和下降的下限保护霍尔传感器。8. The double-mast climbing aerial work platform according to claim 1, characterized in that: the platform assembly (5) is provided with a rising upper limit and a lower lower limit protection Hall sensor. 9.根据权利要求1所述的双桅杆攀爬式高空作业平台,其特征在于:所述的顶盖(7)包括两块交叉设置的顶板,顶板上设置吊孔(71),并在顶盖(7)的两个侧面分别设置有防冲顶装置,防冲顶装置由连接板(73)、缓冲垫(74)和沉头螺栓(72)构成,缓冲垫(74)固定在连接板(73)下部,连接板(73)通过沉头螺栓(72)固定在顶盖(7)上。9. The double-mast climbing aerial work platform according to claim 1, characterized in that: the top cover (7) includes two cross-set top plates, and hanging holes (71) are set on the top plates, and The two sides of cover (7) are respectively provided with anti-shock top device, and anti-shock top device is made of connecting plate (73), buffer pad (74) and countersunk bolt (72), and buffer pad (74) is fixed on connecting plate (73 ) lower part, the connecting plate (73) is fixed on the top cover (7) by countersunk bolts (72). 10.根据权利要求1所述的双桅杆攀爬式高空作业平台,其特征在于:所述的安装架的四个角部的上部和下部分别设有滚轮(56),每处滚轮(56)分别为两只,两只滚轮(56)成直角设置,分别与标准节(40)立杆外侧面滚动相贴。10. The double-mast climbing aerial work platform according to claim 1, characterized in that: the upper and lower parts of the four corners of the mounting frame are respectively provided with rollers (56), and each roller (56) Be respectively two, and two rollers (56) are set at right angles, respectively with the standard section (40) vertical bar outer side rolling joint.
CN 200910153752 2009-11-05 2009-11-05 Double-pole climbing aerial working platform Expired - Fee Related CN101704492B (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102963849A (en) * 2012-11-18 2013-03-13 昆山市大金机械设备厂 Supporting base for lifting device
CN103382766A (en) * 2013-07-30 2013-11-06 北京星河模板脚手架工程有限公司 Electric construction platform
CN115611195A (en) * 2022-11-01 2023-01-17 北京万东医疗科技股份有限公司 Transmission mechanism and lifting device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102963849A (en) * 2012-11-18 2013-03-13 昆山市大金机械设备厂 Supporting base for lifting device
CN103382766A (en) * 2013-07-30 2013-11-06 北京星河模板脚手架工程有限公司 Electric construction platform
CN115611195A (en) * 2022-11-01 2023-01-17 北京万东医疗科技股份有限公司 Transmission mechanism and lifting device

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