CN117090408A - Attached lifting protection shed and installation and lifting method thereof - Google Patents

Attached lifting protection shed and installation and lifting method thereof Download PDF

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Publication number
CN117090408A
CN117090408A CN202211489276.1A CN202211489276A CN117090408A CN 117090408 A CN117090408 A CN 117090408A CN 202211489276 A CN202211489276 A CN 202211489276A CN 117090408 A CN117090408 A CN 117090408A
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Prior art keywords
lifting
attached
support beam
frame
vertical main
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王华成
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Chongqing Liangjiang Qizheng Formwork Technology Co ltd
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Chongqing Liangjiang Qizheng Formwork Technology Co ltd
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Priority to CN202211489276.1A priority Critical patent/CN117090408A/en
Publication of CN117090408A publication Critical patent/CN117090408A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32Safety or protective measures for persons during the construction of buildings
    • E04G21/3204Safety or protective measures for persons during the construction of buildings against falling down
    • E04G21/3219Means supported by the building wall, e.g. security consoles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/30Safety or protective measures preventing damage to building parts or finishing work during construction against mechanical damage or dirt, e.g. guard covers of stairs

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Movable Scaffolding (AREA)

Abstract

The invention relates to the technical field of attached lifting protective sheds, in particular to an attached lifting protective shed and an installation and lifting method thereof. The invention can save material consumption, save labor, simultaneously has convenient material selection and good stability, and can more effectively reduce the safety risk of high-altitude operation.

Description

附着式升降防护棚及其安装和提升方法Attached lifting protective shed and its installation and lifting method

技术领域Technical field

本发明涉及附着式升降防护棚技术领域,尤其是涉及一种附着式升降防护棚及其安装和提升方法。The present invention relates to the technical field of attached lifting protective sheds, and in particular to an attached lifting protective shed and its installation and lifting methods.

背景技术Background technique

交叉作业作业时,坠落半径内应设置安全防护棚隔离措施。安全防护棚是高处作业在立体交叉作业时,为防止物体坠落造成坠落半径内人员伤害或材料、设备损坏而搭设的防护棚架。当在高层建筑施工时,竖向间隔不超过30米应在建筑物周边搭设宽度大于5米的安全防护棚。During cross-working operations, safety protective sheds and isolation measures should be set up within the fall radius. The safety protection shed is a protective scaffold erected to prevent falling objects from causing injury to people or damage to materials and equipment within the falling radius when working at high altitudes and at three-dimensional intersections. When constructing high-rise buildings, safety protection sheds with a width greater than 5 meters should be erected around the building with a vertical spacing of no more than 30 meters.

安全防护棚施工现场一般采用扣件式钢管脚手架搭设,先在建筑楼层周边悬挑型钢,并在悬挑端用斜拉钢丝绳与上层结构固定,然后在型钢上搭设水平钢管架,外端搭设垂直钢管架,再在水平钢管架上绑扎竹串板,垂直钢管架上绑胶合板进行封闭。Safety protection shed construction sites generally use fastener-type steel pipe scaffolding to erect. First, cantilever steel pipes around the building floors, and fix them to the superstructure with cable-stayed wire ropes at the cantilevered ends. Then, horizontal steel pipe frames are erected on the steel pipes, and vertical steel pipe frames are erected at the outer ends. The steel pipe frame is then tied with bamboo skewers on the horizontal steel pipe frame, and plywood is tied on the vertical steel pipe frame to seal it.

采用扣件式钢管脚手架搭设的安全防护棚,施工高度每隔30米就得搭设一道,耗用的材料和人工比较多。安全防护棚搭拆作业是在高空进行,高处坠落和物体打击危险性大;多次搭拆作业,增加发生安全事故的概率。Safety protection sheds built with fastener-type steel pipe scaffolding must be erected every 30 meters at a construction height, which consumes a lot of materials and labor. The erection and dismantling of the safety shelter is carried out at high altitudes, where there is a great risk of falling and being hit by objects; multiple erection and dismantling operations increase the probability of safety accidents.

发明内容Contents of the invention

针对上述问题,本发明的目的是提供一种拆装方便的附着式升降防护棚及其安装和提升方法,可节约材料用量,节约人工,节约成本同时选材方便,更能减少高空作业的安全风险。In view of the above problems, the purpose of the present invention is to provide an attached lifting protective shed that is easy to disassemble and assemble and its installation and lifting method, which can save the amount of material, save labor, save costs, make material selection easy, and reduce the safety risks of high-altitude operations. .

为了解决上述技术问题,本发明采用的技术方案如下:一种附着式升降防护棚,具有由附着支座、竖向主框架、架体构架、防护棚、斜拉杆、操作通道和升降机构,所述竖向主框架通过所述附着支座与建筑结构固定,所述架体构架安装于相邻两榀所述竖向主框架之间,沿所述竖向主框架的竖直方向上设有多个所述操作通道,所述防护棚内端与所述竖向主框架下部固定连接,所述防护棚外端通过所述斜拉杆与所述竖向主框架中部节点固定连接,所述升降机构中部固定连接在建筑结构上,上部及下部与所述竖向主框架上部及下部固定连接,In order to solve the above technical problems, the technical solution adopted by the present invention is as follows: an attached lifting protective shed, which is composed of an attached support, a vertical main frame, a frame structure, a protective shed, a diagonal tie rod, an operating channel and a lifting mechanism. The vertical main frame is fixed to the building structure through the attachment support. The frame body frame is installed between two adjacent vertical main frames. There are two vertical main frames along the vertical direction of the vertical main frame. There are a plurality of operating channels, the inner end of the protective shed is fixedly connected to the lower part of the vertical main frame, the outer end of the protective shed is fixedly connected to the middle node of the vertical main frame through the diagonal tie rod, and the lifting The middle part of the mechanism is fixedly connected to the building structure, and the upper and lower parts are fixedly connected to the upper and lower parts of the vertical main frame.

所述附着支座由附墙支座、穿墙螺栓、停层装置、防倾装置、防坠装置组成,The attached support is composed of a wall-attached support, a wall-penetrating bolt, a stopping device, an anti-tilt device, and an anti-falling device.

所述竖向主框架由导轨、主立杆及刚性支架组成,每个机位设置有一榀竖向主框架,The vertical main frame is composed of guide rails, main poles and rigid brackets. Each machine position is provided with a vertical main frame.

所述架体构架由副立杆、水平支承桁架、花纹踏板、刚性支架组成,两榀竖向主框架之间设置有花纹踏板,外排设置有水平支承桁架把竖向主框架及副框架连接成整体,The frame structure is composed of auxiliary poles, horizontal support trusses, treads, and rigid brackets. There are treads between the two vertical main frames, and a horizontal support truss is provided on the outer row to connect the vertical main frame and the auxiliary frame. into a whole,

所述防护棚由悬挑桁架、连接角钢、上支承梁、支承梁固定件、防护网、下支承梁、防护板、栏杆、栏板组成。The protective shed is composed of cantilever trusses, connecting angle steel, upper support beams, support beam fixings, protective nets, lower support beams, protective panels, railings, and railings.

在上述技术方案中,所述悬挑桁架由弦杆、腹杆固定连接而成,所述弦杆上设有螺栓孔,所述上支承梁及下支承梁均为矩管且在其上设有螺栓孔。In the above technical solution, the cantilever truss is composed of chords and webs fixedly connected, the chords are provided with bolt holes, the upper and lower support beams are rectangular tubes and are provided with There are bolt holes.

在上述技术方案中,所述支承梁固定件由定位角钢及定位钢板焊接而成,定位角钢上设有槽孔,定位钢板上钻有螺栓孔。In the above technical solution, the support beam fixing piece is welded by a positioning angle steel and a positioning steel plate. The positioning angle steel is provided with slotted holes, and the positioning steel plate is drilled with bolt holes.

在上述技术方案中,所述斜拉杆由丝杠焊接螺纹连接于螺母焊件两端;所述丝杠焊件由丝杠连接板及丝杠焊接而成,丝杠连接板上钻有螺栓孔;所述螺母焊件由左旋螺母、钢管、调节手柄及右旋螺母焊接而成。In the above technical solution, the diagonal tie rod is threadedly connected to both ends of the nut weldment by screw welding; the screw weldment is welded by a screw connecting plate and a screw, and bolt holes are drilled on the screw connecting plate. ; The nut weldment is welded by a left-hand nut, a steel pipe, an adjusting handle and a right-hand nut.

在上述技术方案中,每榀悬挑桁架处设置有一道斜拉杆。In the above technical solution, a diagonal tie rod is provided at each cantilever truss.

在上述技术方案中,所述操作通道由花纹踏板、防护网、防护网连接件、挑翻板组成。In the above technical solution, the operation channel is composed of patterned pedals, protective nets, protective net connectors, and lifting panels.

在上述技术方案中,所述升降机构由上挂座、吊挂座、升降动力设备、荷载传感器、下挂座组成。In the above technical solution, the lifting mechanism consists of an upper hanging base, a hanging base, lifting power equipment, a load sensor, and a lower hanging base.

为了实现上述目的,本发明采用的技术方案附着式升降防护棚的安装方法,步骤如下:S1在建筑结构上安装附着支座、竖向主框架、架体构架及操作通道;In order to achieve the above purpose, the technical solution adopted by the present invention is the installation method of the attached lifting protective shed. The steps are as follows: S1 install the attached support, vertical main frame, frame frame and operating channel on the building structure;

S2在导轨及主立杆下部安装连接角钢,用起重设备吊装悬挑桁架,将悬挑桁架弦杆内端与连接角钢用螺栓固定;S2 installs the connecting angle steel on the guide rail and the lower part of the main pole, uses lifting equipment to hoist the cantilever truss, and fixes the inner end of the chord bar of the cantilever truss to the connecting angle steel with bolts;

S3在主立杆中部节点安装连接角钢,斜拉杆一端与连接角钢用螺栓固定,另一端与悬挑桁架外端节点用螺栓固定,斜拉杆调节收紧;S4由内向外在悬挑桁架下弦安装下支承梁,并用支承梁固定件与悬挑桁架下弦固定,在下支承梁上安装防护板,在悬挑桁架上弦安装上支承梁,并用支承梁固定件固定,在上支承梁上安装防护网;S3 is installed with connecting angle steel at the middle node of the main vertical pole. One end of the diagonal tie rod is fixed with the connecting angle steel with bolts, and the other end is fixed with bolts with the outer end node of the cantilever truss. The diagonal tie rod is adjusted and tightened; S4 is installed on the lower chord of the cantilever truss from the inside to the outside. The lower support beam is fixed to the lower chord of the cantilever truss with the support beam fixing parts. Install the protective plate on the lower support beam. Install the upper support beam on the upper chord of the cantilever truss and fix it with the support beam fixing parts. Install the protective net on the upper support beam;

S5在上支承梁及下支承梁上安装栏杆,在栏杆及副立杆上安装栏板;S6在导轨及副立杆上部安装上挂座,在导轨及副立杆下部安装下挂座,在下挂座上安装荷载传感器。S5 installs railings on the upper and lower support beams, and installs railings on the railings and auxiliary poles; S6 installs upper hanging seats on the upper parts of the guide rails and auxiliary poles, and installs lower hanging seats on the lower parts of the guide rails and auxiliary poles. Install the load sensor on the hanging base.

为了实现上述目的,本发明采用的技术方案附着式升降防护棚的提升方法,步骤如下:S1安装吊挂座,升降动力设备上吊钩挂在上挂座上,循环钩挂在吊挂座上,下吊钩挂在荷载传感器上,并收紧受力;In order to achieve the above purpose, the present invention adopts a technical solution for a lifting method of an attached lifting protective shed. The steps are as follows: S1 installs a hanging base, the upper hook of the lifting power equipment is hung on the upper hanging base, and the circulating hook is hung on the hanging base. The lower hook is hung on the load sensor and tightened to bear force;

S2在附着支座上安装防坠装置,拆除底部附着支座,打开挑翻板;S3提升防护棚与竖向主框架、架体构架、斜拉杆和操作通道的组合体;S2 installs the anti-fall device on the attached support, removes the bottom attached support, and opens the flip panel; S3 lifts the combination of the protective shed, the vertical main frame, the frame frame, the diagonal tie rods and the operating channel;

S4安装顶部附着支座;S4 installs the top attachment support;

S5停层装置顶紧受力,升降动力设备松钩卸载,挑翻板封闭,投入使用;The S5 stop layer device bears the force, the lifting power equipment is loosely hooked and unloaded, the lifting flap is closed and put into use;

S6移动吊挂座到上一层安装,进行下一次提升作业。S6 moves the hanging base to the upper floor for installation and carries out the next lifting operation.

综上所述,采用本发明的技术方案相较于传统技术手段具有的有益效果是:本发明的附着式升降防护棚一次搭设完成,可通过自身提升设备随建筑结构向上提升,与扣件式钢管脚手架搭设的安全防护棚相比减少搭设次数,可节约材料用量,节约人工,减少高空作业的安全风险。In summary, the technical solution of the present invention has a beneficial effect compared with the traditional technical means: the attached lifting protective shed of the present invention is erected at one time, and can be lifted upward along with the building structure through its own lifting equipment, and can be combined with the fastener-type protective shed. Compared with safety protection sheds erected on steel pipe scaffolding, the number of erection times is reduced, which can save the amount of materials and labor and reduce the safety risks of high-altitude operations.

附着式升降防护棚的部分构配件采用附着式升降脚手架的构配件,实现不同产品间构配件的通用,提高构配件利用率,节约成本同时选材方便,防护板及防护网选用标准化钢质材料,防火又美观。Some of the components of the attached lifting protective shed adopt the components of the attached lifting scaffolding, which can realize the common use of components between different products, improve the utilization rate of components, save costs and facilitate material selection. The protective panels and protective nets are made of standardized steel materials. Fireproof and beautiful.

防护棚支承在竖向主框架或副框架上,主副框架之间并用水平支承桁架加强,整体稳定性好,水平支承桁架还兼作防护栏杆及剪刀撑作用。操作通道的设置有利于附着支座安拆作业,挑翻板的设置有利于垂直交叉作业时防止物体打击和高处坠落,大大提高了安全性。The protective shed is supported on the vertical main frame or auxiliary frame. The main and auxiliary frames are reinforced with horizontal support trusses to ensure good overall stability. The horizontal support trusses also serve as protective railings and scissor supports. The setting of the operating channel is conducive to the installation and disassembly of the attached support, and the setting of the flip plate is conducive to preventing objects from hitting and falling from high places during vertical cross operations, which greatly improves safety.

悬挑桁架作为防护棚的支承主梁,能承受风荷载对防护棚的上翻作用;上、下支承梁与悬挑桁架上下弦固定,增加抗侧刚度;斜拉杆为刚性杆件,既能承受防护棚产生的拉力,也能承受风荷载产生的压力,使用时的安全性能大大提高。As the main supporting beam of the protective shed, the cantilever truss can withstand the upward turning effect of the wind load on the protective shed; the upper and lower supporting beams are fixed with the upper and lower chords of the cantilever truss to increase the lateral stiffness; the diagonal tie rods are rigid rods that can It can withstand the tension generated by the protective shed and the pressure generated by wind load, greatly improving the safety performance during use.

附图说明Description of the drawings

通过下面结合附图的详细描述,本发明前述的和其他的目的、特征和优点将变得显而易见。The foregoing and other objects, features and advantages of the present invention will become apparent from the following detailed description taken in conjunction with the accompanying drawings.

图1为本发明的主视图;Figure 1 is a front view of the present invention;

图2为本发明的左视图;Figure 2 is a left side view of the present invention;

图3为本发明的右视图;Figure 3 is a right side view of the present invention;

图4为本发明的第一仰视图;Figure 4 is a first bottom view of the present invention;

图5为本发明的第二仰视图;Figure 5 is a second bottom view of the present invention;

图6为本发明中附着支座的结构示意图;Figure 6 is a schematic structural diagram of the attachment support in the present invention;

图7为本发明中副框架及操作通道的结构示意图;Figure 7 is a schematic structural diagram of the subframe and operating channel in the present invention;

图8为本发明中悬挑桁架的右视图;Figure 8 is a right view of the cantilever truss in the present invention;

图9为本发明中悬挑桁架的主视图;Figure 9 is a front view of the cantilever truss in the present invention;

图10为本发明中支承梁固定件的主视图;Figure 10 is a front view of the support beam fixing member in the present invention;

图11为本发明中支承梁固定件的右视图;Figure 11 is a right side view of the support beam fixing member in the present invention;

图12为本发明中斜拉杆的结构示意图;Figure 12 is a schematic structural diagram of the diagonal tie rod in the present invention;

附图标号说明:1-附着支座;11-附墙支座;12-穿墙螺栓;13-停层装置;14-防倾装置;15-防坠装置;2-竖向主框架;21-导轨;22-主立杆;23-刚性支架;3-架体构架;31-副立杆;32-水平支承桁架;4-防护棚;41-悬挑桁架;411-弦杆;412-腹杆;42-连接角钢;43-上支承梁;44-支承梁固定件;441-定位角钢;442-定位钢板;45-防护网;46-下支承梁;47-防护板;48-栏杆;49-栏板;5-斜拉杆;51-丝杆焊件;511-丝杆连接板;512-丝杆;52-螺母焊件;521-左旋螺母;522-钢管;523-调节手柄;524-右旋螺母;6-操作通道;61-花纹踏板;62-冲孔板防护网;63-防护网连接件;64-挑翻板;7-升降机构;71-上挂座;72-吊挂座;73-升降动力设备;74-荷载传感器;75-下挂座。Explanation of reference numbers: 1-attached support; 11-wall-attached support; 12-wall bolt; 13-stopping device; 14-anti-tilt device; 15-anti-fall device; 2-vertical main frame; 21 - Guide rail; 22-main pole; 23-rigid bracket; 3-body frame; 31-auxiliary pole; 32-horizontal support truss; 4-protection shed; 41-cantilever truss; 411-chord; 412- Web rod; 42-connecting angle steel; 43-upper support beam; 44-support beam fixing piece; 441-positioning angle steel; 442-positioning steel plate; 45-protective net; 46-lower support beam; 47-protective plate; 48-railing ; 49-rail board; 5-tilt rod; 51-screw weldment; 511-screw connection plate; 512-screw; 52-nut weldment; 521-left-hand nut; 522-steel pipe; 523-adjusting handle; 524-right-hand nut; 6-operating channel; 61-patterned pedal; 62-punching plate protective net; 63-protective net connector; 64-lifting flap; 7-lifting mechanism; 71-upper hanging seat; 72- Hanging base; 73-lifting power equipment; 74-load sensor; 75-lower hanging base.

具体实施方式Detailed ways

以下依据本发明的理想实施例为启示,通过以下的说明内容,相关工作人员完全可以在不偏离本项发明技术思想的范围内,进行多样的变更以及修改。本项发明的技术性范围并不局限于说明书上的内容,必须要根据权利要求范围来确定其技术性范围。The following ideal embodiments of the present invention are used as inspiration, and through the following description, relevant workers can make various changes and modifications without departing from the scope of the technical idea of the present invention. The technical scope of the present invention is not limited to the content in the description, and must be determined based on the scope of the claims.

参考下列附图,对本发明进行进一步地说明:The present invention will be further described with reference to the following drawings:

如图1~5所示,一种附着式升降防护棚,具有由附着支座1、竖向主框架2、架体构架3、防护棚4、斜拉杆5、操作通道6和升降机构7,所述竖向主框架2通过所述附着支座1与建筑结构固定,所述架体构架3安装于相邻两榀所述竖向主框架2之间,沿所述竖向主框架2的竖直方向上设有多个所述操作通道6,所述防护棚4内端与所述竖向主框架2下部固定连接,所述防护棚4外端通过所述斜拉杆5与所述竖向主框架2中部节点固定连接,所述升降机构7中部固定连接在建筑结构上,上部及下部与所述竖向主框架2上部及下部固定连接。As shown in Figures 1 to 5, an attached lifting protective shed consists of an attached support 1, a vertical main frame 2, a body frame 3, a protective shed 4, a diagonal tie rod 5, an operating channel 6 and a lifting mechanism 7. The vertical main frame 2 is fixed to the building structure through the attachment support 1. The frame frame 3 is installed between two adjacent vertical main frames 2. Along the direction of the vertical main frame 2 A plurality of operating channels 6 are provided in the vertical direction. The inner end of the protective shed 4 is fixedly connected to the lower part of the vertical main frame 2. The outer end of the protective shed 4 is connected to the vertical through the diagonal tie rod 5. Fixedly connected to the middle node of the main frame 2, the middle part of the lifting mechanism 7 is fixedly connected to the building structure, and the upper and lower parts are fixedly connected to the upper and lower parts of the vertical main frame 2.

如图6所示,所述附着支座1由附墙支座11、穿墙螺栓12、停层装置13、防倾装置14、防坠装置15组成,使用工况每个机位附着支座1不应少于4道,提升工况不应少于3道。As shown in Figure 6, the attached support 1 is composed of a wall-attached support 11, a wall bolt 12, a stopping device 13, an anti-tilt device 14, and an anti-falling device 15. The attached support is attached to each machine position under operating conditions. 1 should not be less than 4, and lifting conditions should not be less than 3.

如图3所示,所述竖向主框架2由导轨21、主立杆22及刚性支架23组成,每个机位设置有一榀竖向主框架2,高度不得小于3倍楼层高度。As shown in Figure 3, the vertical main frame 2 is composed of guide rails 21, main poles 22 and rigid brackets 23. Each machine position is provided with a vertical main frame 2, the height of which shall not be less than 3 times the floor height.

所述架体构架3由副立杆31、水平支承桁架32、花纹踏板61、刚性支架23组成,两榀竖向主框架之间设置花纹踏板4道,外排设置水平支承桁架2道。The frame structure 3 is composed of auxiliary poles 31, horizontal support trusses 32, pattern treads 61, and rigid brackets 23. There are 4 pattern treads between the two vertical main frames, and 2 horizontal support trusses are set on the outer row.

如图7~11所示,所述防护棚4由悬挑桁架41、连接角钢42、上支承梁43、支承梁固定件44、防护网45、下支承梁46、防护板47、栏杆48、栏板49组成;所述悬挑桁架41由弦杆411、腹杆412焊接而成。As shown in Figures 7 to 11, the protective shed 4 consists of a cantilever truss 41, connecting angle steel 42, upper support beam 43, support beam fixings 44, protective net 45, lower support beam 46, protective plate 47, railing 48, The cantilever truss 41 is welded by chord bars 411 and web bars 412.

弦杆411上设有螺栓孔,所述上支承梁43及下支承梁46均为矩管且在其上设有螺栓孔,通过螺栓相互连接。The chord 411 is provided with bolt holes. The upper support beam 43 and the lower support beam 46 are both rectangular tubes and have bolt holes on them, and are connected to each other through bolts.

所述支承梁固定件44由定位角钢441及定位钢板442焊接而成,定位角钢441上设有槽孔,定位钢板442上钻有螺栓孔;The support beam fixing piece 44 is welded by a positioning angle steel 441 and a positioning steel plate 442. The positioning angle steel 441 is provided with slotted holes, and the positioning steel plate 442 is drilled with bolt holes;

选材上所述防护板47及栏板49优先采用瓦楞钢板,所述防护网45优先采用钢丝网;In terms of material selection, the protective plates 47 and railings 49 are preferably made of corrugated steel plates, and the protective net 45 is preferably made of steel mesh;

所述栏杆48采用附着式升降脚手架相应构配件。The railing 48 adopts corresponding components of attached lifting scaffolding.

防护棚4的挑出长度不应大于6m,平台栏板高度不低于1.5m;悬挑桁架41间距不大于3m,当相邻两榀竖向主框架2支承跨度大于3m时,跨中增加悬挑桁架41支承在副框架上,副框架由内外副立杆31及刚性支架23组成。The protruding length of the protective shed 4 should not be greater than 6m, and the height of the platform railing should not be less than 1.5m; the distance between the cantilever trusses 41 should not be greater than 3m. When the supporting span of two adjacent vertical main frames 2 is greater than 3m, the mid-span increase The cantilever truss 41 is supported on the sub-frame, which is composed of inner and outer auxiliary poles 31 and rigid brackets 23.

如图12所示,所述斜拉杆5由丝杠焊接51螺纹连接于螺母焊件52两端;所述丝杠焊件51由丝杠连接板511及丝杠512焊接而成,丝杠连接板511上钻有螺栓孔;所述螺母焊件52由左旋螺母521、钢管522、调节手柄523及右旋螺母524焊接而成,每榀悬挑桁架处设置有一道斜拉杆5,斜拉杆5可自由调节长度,适应不同施工要求。As shown in Figure 12, the diagonal tie rod 5 is threadedly connected to both ends of the nut weldment 52 by a screw welding 51; the screw weldment 51 is welded by a screw connection plate 511 and a screw 512, and the screw connection Bolt holes are drilled on the plate 511; the nut weldment 52 is welded by a left-hand nut 521, a steel pipe 522, an adjustment handle 523 and a right-hand nut 524. Each cantilever truss is provided with a diagonal tie rod 5, and the diagonal tie rod 5 The length can be adjusted freely to adapt to different construction requirements.

如图7所示,所述操作通道6由花纹踏板61、防护网62、防护网连接件63、挑翻板64组成,操作通道6的宽度不小于0.6m。As shown in Figure 7, the operation channel 6 is composed of a tread plate 61, a protective net 62, a protective net connector 63, and a flip plate 64. The width of the operating channel 6 is not less than 0.6m.

如图2所示,所述升降机构7由上挂座71、吊挂座72、升降动力设备73、荷载传感器74、下挂座75组成,升降机构7每个机位设置一套。As shown in Figure 2, the lifting mechanism 7 is composed of an upper hanging base 71, a hanging base 72, a lifting power equipment 73, a load sensor 74, and a lower hanging base 75. One set of the lifting mechanism 7 is provided for each machine position.

附着式升降防护棚的安装方法,步骤如下:How to install the attached lifting protective shed, the steps are as follows:

S1在建筑结构上安装附着支座1、竖向主框架2、架体构架3及操作通道6;S1 installs the attachment support 1, the vertical main frame 2, the frame frame 3 and the operating channel 6 on the building structure;

S2在导轨21及主立杆22或副框架下部安装连接角钢42,用起重设备吊装悬挑桁架41,将悬挑桁架弦杆411内端与连接角钢42用螺栓固定;S2 installs the connecting angle steel 42 on the guide rail 21 and the main pole 22 or the lower part of the sub-frame, uses lifting equipment to hoist the cantilever truss 41, and fixes the inner end of the cantilever truss chord 411 to the connecting angle steel 42 with bolts;

S3在主立杆22或副框架外立杆31中部节点安装连接角钢42,斜拉杆5一端与连接角钢42用螺栓固定,另一端与悬挑桁架41外端节点用螺栓固定,斜拉杆调节收紧;S3 installs the connecting angle steel 42 at the middle node of the main vertical pole 22 or the sub-frame outer vertical pole 31. One end of the diagonal tie rod 5 is fixed with the connecting angle steel 42 with bolts, and the other end is fixed with the outer end node of the cantilever truss 41 with bolts. The diagonal tie rods are adjusted and retracted. tight;

S4由内向外在悬挑桁架41下弦安装下支承梁46,并用支承梁固定件44与悬挑桁架41下弦固定,在下支承梁46上安装防护板47,在悬挑桁架41上弦安装上支承梁43,并用支承梁固定件44固定,在上支承梁43上安装防护网45;S4 installs the lower support beam 46 on the lower chord of the cantilever truss 41 from the inside to the outside, and fixes it with the lower chord of the cantilever truss 41 with the support beam fixing piece 44. Install the protective plate 47 on the lower support beam 46, and install the upper support beam on the upper chord of the cantilever truss 41. 43, and fix it with the support beam fixing piece 44, and install the protective net 45 on the upper support beam 43;

S5在上支承梁43及下支承梁46上安装栏杆48,在栏杆48及副立杆31上安装栏板49;S5 install railings 48 on the upper support beam 43 and lower support beam 46, and install railings 49 on the railings 48 and auxiliary poles 31;

S6在导轨21及副立杆32上部安装上挂座71,在导轨21及副立杆31下部安装下挂座75,在下挂座75上安装荷载传感器74。S6 installs the upper hanging base 71 on the upper part of the guide rail 21 and the auxiliary pole 32, installs the lower hanging base 75 on the lower part of the guide rail 21 and the auxiliary pole 31, and installs the load sensor 74 on the lower hanging base 75.

附着式升降防护棚的提升方法,步骤如下:How to lift the attached lifting protective shed, the steps are as follows:

S1安装吊挂座72,升降动力设备73上吊钩挂在上挂座71上,循环钩挂在吊挂座72上,下吊钩挂在荷载传感器74上,并收紧受力;S2在附着支座1上安装防坠装置15,拆除底部附着支座1,打开挑翻板64;S1 installs the hanging base 72, the upper hook of the lifting power equipment 73 is hung on the upper hanging base 71, the circulating hook is hung on the hanging base 72, the lower hook is hung on the load sensor 74, and tightened to bear force; S2 is attached Install the anti-fall device 15 on the support 1, remove the bottom attached support 1, and open the flip panel 64;

S3提升防护棚4与竖向主框架2、架体构架3、斜拉杆5和操作通道6的组合体;S3 is a combination of lifting protective shed 4, vertical main frame 2, frame frame 3, diagonal tie rod 5 and operating channel 6;

S4安装顶部附着支座1;S4 installs top attachment support 1;

S5停层装置13顶紧受力,升降动力设备73松钩卸载,挑翻板64封闭,投入使用;The S5 parking layer device 13 is pressed tightly to bear the force, the lifting power equipment 73 is loosened and unloaded, and the lifting flap 64 is closed and put into use;

S6移动吊挂座72到上一层安装,进行下一次提升作业。S6 moves the hanging base 72 to the upper floor for installation and performs the next lifting operation.

附着式升降防护棚的拆除步骤如下:The steps to dismantle the attached lifting protective shed are as follows:

S1拆除防护网45及上支承梁43,S1 removes the protective net 45 and the upper support beam 43,

S2拆除栏杆48及栏板49;S2 removes the railing 48 and the railing 49;

S3由外向内拆除防护板47及下支承梁43;S3 Remove the protective plate 47 and lower support beam 43 from outside to inside;

S4用起重设备拆除悬挑桁架41及斜拉杆5;S4 uses lifting equipment to remove the cantilever truss 41 and diagonal tie rod 5;

S5拆除升降机构7S5 dismantling lifting mechanism 7

S6以两榀竖向主框架2为一拆除单元,用铁丝把附着支座1固定在导轨21上;S6 uses two vertical main frames 2 as a dismantling unit, and uses iron wire to fix the attachment support 1 on the guide rail 21;

S7起重钢丝绳吊在竖向主框架2上部并预紧受力;The S7 lifting wire rope is hung on the upper part of the vertical main frame 2 and is pre-tightened;

S8拆除花纹踏板及冲孔板防护网单元之间连接螺栓,拆除附着支座穿墙螺栓12;S8 Remove the connecting bolts between the tread plate and the punching plate protective net unit, and remove the wall bolts 12 of the attached supports;

S9吊转附着支座1、竖向主框架2、架体构架3、操作通道6的拆除单元至地面平放,分解成各构配件。The S9 lifts and rotates the dismantling unit of the attached support 1, vertical main frame 2, frame frame 3, and operating channel 6 to the ground, and then decomposes it into each component.

使用要求:两榀竖向主框架2的间距不得大于6m,防坠装置15每个机位设置不少于2道,防护棚应内低外高;防护棚4上下两层水平防护的间距不应小于700mm,防护网45优先采用钢丝网,其具有防火特性,也可采用密目安全网或安全平网;防护板47优先采用瓦楞钢板,其具有轻质、高强、防火、易安装的特性,也可采用木板或胶合板。使用前附着支座停层装置13顶紧导轨21,挑翻板64封闭;使用时防护棚上不得堆放物料,并及时清理掉落其上的建筑垃圾;防护棚提升前其上杂物应清理,操作通道6上不得有人员及施工荷载。Usage requirements: The distance between the two vertical main frames 2 shall not be greater than 6m, the anti-fall device 15 shall be provided at least 2 for each machine position, the protective shed shall be low on the inside and high on the outside; the distance between the upper and lower horizontal protection layers of the protective shed 4 shall not exceed 6m. It should be less than 700mm. The protective net 45 is preferably made of steel wire mesh, which has fire-proof properties, and dense mesh safety net or safety flat net can also be used. The protective plate 47 is preferably made of corrugated steel plate, which is lightweight, high-strength, fire-proof, and easy to install. , wooden boards or plywood can also be used. Before use, the attached support stopping device 13 is pressed against the guide rail 21, and the lifting plate 64 is closed; materials must not be piled on the protective shed during use, and construction waste falling on it should be cleaned up in time; debris on the protective shed should be cleaned before it is lifted. , there must be no personnel or construction loads on the operating channel 6.

以上所述仅为本发明的优选实施例而已,并不用于限制本发明,对于本领域的技术人员来说,本发明可以有各种更改和变化。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention and are not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and changes. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention shall be included in the protection scope of the present invention.

Claims (9)

1.一种附着式升降防护棚,其特征在于:具有由附着支座(1)、竖向主框架(2)、架体构架(3)、防护棚(4)、斜拉杆(5)、操作通道(6)和升降机构(7),所述竖向主框架(2)通过所述附着支座(1)与建筑结构固定,所述架体构架(3)安装于相邻两榀所述竖向主框架(2)之间,沿所述竖向主框架(2)的竖直方向上设有多个所述操作通道(6),所述防护棚(4)内端与所述竖向主框架(2)下部固定连接,所述防护棚(4)外端通过所述斜拉杆(5)与所述竖向主框架(2)中部节点固定连接,所述升降机构(7)中部固定连接在建筑结构上,上部及下部与所述竖向主框架(2)上部及下部固定连接,1. An attached lifting protective shed, characterized by: having an attached support (1), a vertical main frame (2), a body frame (3), a protective shed (4), a diagonal tie rod (5), Operating channel (6) and lifting mechanism (7), the vertical main frame (2) is fixed to the building structure through the attachment support (1), and the frame frame (3) is installed on two adjacent buildings. Between the vertical main frames (2), a plurality of operating channels (6) are provided along the vertical direction of the vertical main frames (2). The inner end of the protective shed (4) is connected to the inner end of the protective shed (4). The lower part of the vertical main frame (2) is fixedly connected, the outer end of the protective shed (4) is fixedly connected to the middle node of the vertical main frame (2) through the diagonal tie rod (5), and the lifting mechanism (7) The middle part is fixedly connected to the building structure, and the upper and lower parts are fixedly connected to the upper and lower parts of the vertical main frame (2). 所述附着支座(1)由附墙支座(11)、穿墙螺栓(12)、停层装置(13)、防倾装置(14)、防坠装置(15)组成,The attached support (1) is composed of a wall-attached support (11), a wall bolt (12), a stopping device (13), an anti-tilt device (14), and an anti-fall device (15). 所述竖向主框架(2)由导轨(21)、主立杆(22)及刚性支架(23)组成,每个机位设置有一榀竖向主框架(2),The vertical main frame (2) is composed of a guide rail (21), a main vertical pole (22) and a rigid bracket (23). Each machine position is provided with a vertical main frame (2). 所述架体构架(3)由副立杆(31)、水平支承桁架(32)、花纹踏板(61)、刚性支架(23)组成,两榀竖向主框架(2)之间设置有花纹踏板,外排设置有水平支承桁架把竖向主框架及副框架连接成整体,The frame structure (3) is composed of auxiliary poles (31), horizontal support trusses (32), pattern pedals (61), and rigid brackets (23). There is a pattern between the two vertical main frames (2). The pedals are equipped with horizontal support trusses on the outer row to connect the vertical main frame and sub-frame as a whole. 所述防护棚(4)由悬挑桁架(41)、连接角钢(42)、上支承梁(43)、支承梁固定件(44)、防护网(45)、下支承梁(46)、防护板(47)、栏杆(48)、栏板(49)组成。The protective shed (4) consists of a cantilever truss (41), connecting angle steel (42), upper support beam (43), support beam fixings (44), protective net (45), lower support beam (46), protection It consists of a board (47), a railing (48) and a railing (49). 2.根据权利要求1所述的附着式升降防护棚,其特征在于:所述悬挑桁架(41)由弦杆(411)、腹杆(412)固定连接而成,所述弦杆(411)上设有螺栓孔,所述上支承梁(43)及下支承梁(46)均为矩管且在其上设有螺栓孔。2. The attached lifting protective shed according to claim 1, characterized in that: the cantilever truss (41) is fixedly connected by a chord (411) and a web (412), and the chord (411) ) are provided with bolt holes. The upper support beam (43) and the lower support beam (46) are both rectangular tubes and have bolt holes on them. 3.根据权利要求1所述的附着式升降防护棚,其特征在于:所述支承梁固定件(44)由定位角钢(441)及定位钢板(442)焊接而成,定位角钢(441)上设有槽孔,定位钢板(442)上钻有螺栓孔。3. The attached lifting protective shed according to claim 1, characterized in that: the support beam fixing part (44) is welded by a positioning angle steel (441) and a positioning steel plate (442), and the positioning angle steel (441) is Slotted holes are provided, and bolt holes are drilled on the positioning steel plate (442). 4.根据权利要求1所述的附着式升降防护棚,其特征在于:所述斜拉杆(5)由丝杠焊接(51)螺纹连接于螺母焊件(52)两端;所述丝杠焊件(51)由丝杠连接板(511)及丝杠(512)焊接而成,丝杠连接板(511)上钻有螺栓孔;所述螺母焊件(52)由左旋螺母(521)、钢管(522)、调节手柄(523)及右旋螺母(524)焊接而成。4. The attached lifting protective shed according to claim 1, characterized in that: the diagonal tie rod (5) is threadedly connected to both ends of the nut weldment (52) by screw welding (51); the screw welding The piece (51) is welded by the screw connecting plate (511) and the screw (512), and the screw connecting plate (511) is drilled with bolt holes; the nut weldment (52) is made of a left-hand nut (521), The steel pipe (522), adjusting handle (523) and right-hand nut (524) are welded. 5.根据权利要求1所述的附着式升降防护棚,其特征在于:每榀悬挑桁架(41)处设置有一道斜拉杆(5)。5. The attached lifting protective shed according to claim 1, characterized in that: each cantilever truss (41) is provided with a diagonal tie rod (5). 6.根据权利要求1所述的附着式升降防护棚,其特征在于:所述操作通道(6)由花纹踏板(61)、防护网(62)、防护网连接件(63)、挑翻板(64)组成。6. The attached lifting protective shed according to claim 1, characterized in that: the operation channel (6) consists of a tread plate (61), a protective net (62), a protective net connector (63), and a lifting plate. (64)Composition. 7.根据权利要求1所述的附着式升降防护棚,其特征在于:所述升降机构(7)由上挂座(71)、吊挂座(72)、升降动力设备(73)、荷载传感器(74)、下挂座(75)组成。7. The attached lifting protective shed according to claim 1, characterized in that: the lifting mechanism (7) consists of an upper hanging base (71), a hanging base (72), a lifting power equipment (73), and a load sensor. (74) and a lower hanging seat (75). 8.一种权利要求1~7之任一项所述附着式升降防护棚的安装方法,其特征在于:步骤如下:S1在建筑结构上安装附着支座(1)、竖向主框架(2)、架体构架(3)及操作通道(6);8. An installation method for an attached lifting protective shed according to any one of claims 1 to 7, characterized in that the steps are as follows: S1 install the attached support (1) and the vertical main frame (2) on the building structure. ), frame structure (3) and operating channel (6); S2在导轨(21)及主立杆(22)下部安装连接角钢(42),用起重设备吊装悬挑桁架(41),将悬挑桁架弦杆(411)内端与连接角钢(42)用螺栓固定;S2 installs the connecting angle steel (42) at the bottom of the guide rail (21) and the main vertical pole (22), uses lifting equipment to hoist the cantilever truss (41), and connects the inner end of the cantilever truss chord (411) with the connecting angle steel (42) Fasten with bolts; S3在主立杆(22)中部节点安装连接角钢(42),斜拉杆(5)一端与连接角钢(42)用螺栓固定,另一端与悬挑桁架(41)外端节点用螺栓固定,斜拉杆调节收紧;S3 installs the connecting angle steel (42) at the middle node of the main vertical pole (22). One end of the diagonal tie rod (5) is fixed with the connecting angle steel (42) with bolts, and the other end is fixed with the outer end node of the cantilever truss (41) with bolts. Tie rod adjustment and tightening; S4由内向外在悬挑桁架(41)下弦安装下支承梁(46),并用支承梁固定件(44)与悬挑桁架(41)下弦固定,在下支承梁(46)上安装防护板(47),在悬挑桁架(41)上弦安装上支承梁(43),并用支承梁固定件(44)固定,在上支承梁(43)上安装防护网(45);S5在上支承梁(43)及下支承梁(46)上安装栏杆(48),在栏杆(48)及副立杆(31)上安装栏板(49);S4 installs the lower support beam (46) on the lower chord of the cantilever truss (41) from the inside to the outside, fixes it with the lower chord of the cantilever truss (41) with the support beam fixer (44), and installs the protective plate (47) on the lower support beam (46) ), install the upper support beam (43) on the upper chord of the cantilever truss (41), and fix it with the support beam fixture (44), install the protective net (45) on the upper support beam (43); S5 is installed on the upper support beam (43) ) and the lower support beam (46), install the railing (48), and install the railing (49) on the railing (48) and the auxiliary pole (31); S6在导轨(21)及副立杆(32)上部安装上挂座(71),在导轨(21)及副立杆(31)下部安装下挂座(75),在下挂座(75)上安装荷载传感器(74)。S6 installs the upper hanging seat (71) on the upper part of the guide rail (21) and the auxiliary pole (32), installs the lower hanging seat (75) on the lower part of the guide rail (21) and the auxiliary pole (31), and installs the lower hanging seat (75) on the lower hanging seat (75). Install the load cell (74). 9.一种权利要求1~7之任一项所述附着式升降防护棚的提升方法,其特征在于:步骤如下:S1安装吊挂座(72),升降动力设备(73)上吊钩挂在上挂座(71)上,循环钩挂在吊挂座(72)上,下吊钩挂在荷载传感器(74)上,并收紧受力;9. A method for lifting the attached lifting protective shed according to any one of claims 1 to 7, characterized in that the steps are as follows: S1 installs the hanging seat (72), and the lifting hook is hung on the lifting power equipment (73). On the upper hanging base (71), the circulating hook is hung on the hanging base (72), and the lower hanging hook is hung on the load sensor (74) and tightened to bear force; S2在附着支座(1)上安装防坠装置(15),拆除底部附着支座(1),打开挑翻板(64);S2 install the anti-fall device (15) on the attached support (1), remove the bottom attached support (1), and open the flip panel (64); S3提升防护棚(4)与竖向主框架(2)、架体构架(3)、斜拉杆(5)和操作通道(6)的组合体;The combination of S3 lifting protective shed (4), vertical main frame (2), frame frame (3), diagonal stay rod (5) and operating channel (6); S4安装顶部附着支座(1);S4 installs the top attachment support (1); S5停层装置(13)顶紧受力,升降动力设备(73)松钩卸载,挑翻板(64)封闭,投入使用;The S5 stop layer device (13) is pressed tightly to bear force, the lifting power equipment (73) is loosened and unloaded, and the lifting flap (64) is closed and put into use; S6移动吊挂座(72)到上一层安装,进行下一次提升作业。S6 moves the hanging base (72) to the upper floor for installation and carries out the next lifting operation.
CN202211489276.1A 2022-11-25 2022-11-25 Attached lifting protection shed and installation and lifting method thereof Pending CN117090408A (en)

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