CN110130626A - Quick-loading aluminum alloy scaffolding - Google Patents
Quick-loading aluminum alloy scaffolding Download PDFInfo
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- CN110130626A CN110130626A CN201810131805.8A CN201810131805A CN110130626A CN 110130626 A CN110130626 A CN 110130626A CN 201810131805 A CN201810131805 A CN 201810131805A CN 110130626 A CN110130626 A CN 110130626A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/24—Scaffolds primarily resting on the ground comprising essentially special base constructions; comprising essentially special ground-engaging parts, e.g. inclined struts, wheels
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/28—Scaffolds primarily resting on the ground designed to provide support only at a low height
- E04G1/30—Ladder scaffolds
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/34—Scaffold constructions able to be folded in prismatic or flat parts or able to be turned down
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/001—Safety or protective measures against falling down relating to scaffoldings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G2001/155—Platforms with an access hatch for getting through from one level to another
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/24—Scaffolds primarily resting on the ground comprising essentially special base constructions; comprising essentially special ground-engaging parts, e.g. inclined struts, wheels
- E04G2001/242—Scaffolds movable on wheels or tracks
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/28—Scaffolds primarily resting on the ground designed to provide support only at a low height
- E04G1/30—Ladder scaffolds
- E04G2001/302—Ladder scaffolds with ladders supporting the platform
- E04G2001/305—The ladders being vertical and perpendicular to the platform
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ladders (AREA)
Abstract
本发明属于高空作业设备技术领域,尤其涉及快装式铝合金脚手架。快装式铝合金脚手架包括两个门架、多个横杆、多个斜杆、多个用于增强脚手架稳定性的支撑装置、多个斜梯、多个踏板、工作平台和防止人员坠落的防护装置;每个门架均包括多个支架,且各个支架在竖直方向上可拆卸连接;横杆、斜杆、斜梯和踏板均位于两个门架之间,且通过卡钩与门架相连;每个支撑装置的第一端与对应的立杆可拆卸连接,第二端固定在地面上;工作平台位于斜梯的上方;平台板通过卡钩与门架相连且,且设有通孔;门板位于通孔处,且与平台板相铰接。该脚手架易于搭建,结构合理,整体稳定性高,且支撑强度大,能够满足2米至18米的高空作业的要求。
The invention belongs to the technical field of high-altitude operation equipment, and in particular relates to a quick-installed aluminum alloy scaffold. The quick-installed aluminum alloy scaffold includes two door frames, multiple cross bars, multiple oblique bars, multiple support devices for enhancing the stability of the scaffold, multiple inclined ladders, multiple pedals, working platforms and protection against people falling. Protective device; each door frame includes a plurality of brackets, and each bracket is detachably connected in the vertical direction; cross bars, diagonal bars, inclined ladders and pedals are all located between the two door frames, and are connected to the door through hooks The first end of each support device is detachably connected to the corresponding vertical pole, and the second end is fixed on the ground; the working platform is located above the inclined ladder; the platform board is connected to the door frame through a hook and is equipped with Through hole; the door panel is located at the through hole and is hinged to the platform plate. The scaffold is easy to build, has a reasonable structure, high overall stability, and strong support strength, and can meet the requirements for working at heights from 2 meters to 18 meters.
Description
技术领域technical field
本发明属于高空作业设备技术领域,尤其涉及快装式铝合金脚手架。The invention belongs to the technical field of high-altitude operation equipment, and in particular relates to a quick-installed aluminum alloy scaffold.
背景技术Background technique
脚手架是指在施工现场为完成高空作业而搭设的工作平台,通常包括支架和踏板。目前,国内常用的脚手架大多为钢制拼装式,主要材料采用钢管和钢板。该类型的脚手架自上世纪八十年代从国外引入后,一直沿用至今,但随着建筑行业的飞速发展,施工环境发生多种多样的变化,对脚手架的要求也越来越广泛。Scaffolding refers to the working platform set up at the construction site to complete high-altitude operations, usually including brackets and pedals. At present, most of the commonly used scaffolds in China are steel assembled, and the main materials are steel pipes and steel plates. This type of scaffolding has been used since it was introduced from abroad in the 1980s. However, with the rapid development of the construction industry, various changes have taken place in the construction environment, and the requirements for scaffolding are becoming more and more extensive.
钢制脚手架的构件重量大,不易搭设,且钢构件的加工工艺复杂,加工成本高。因此,近年来,建筑行业开始出现铝合金材质的脚手架。但普通的铝合金脚手架载荷小,且结构不合理,难以满足不同的施工现场的使用要求,尤其在高度大于2米的高空作业条件下(高度大于一层楼高),普通的铝合金脚手架支撑强度低,整体结构不稳定,人员难以攀爬,费时费力,而且存在极大的安全风险。The components of steel scaffolding are heavy and difficult to erect, and the processing technology of steel components is complicated and the processing cost is high. Therefore, in recent years, scaffolding made of aluminum alloy has begun to appear in the construction industry. However, ordinary aluminum alloy scaffolding has a small load and unreasonable structure, so it is difficult to meet the requirements of different construction sites, especially under the conditions of high-altitude operations with a height greater than 2 meters (height greater than one floor), ordinary aluminum alloy scaffolding support The strength is low, the overall structure is unstable, it is difficult for people to climb, it is time-consuming and laborious, and there is a great safety risk.
发明内容Contents of the invention
有鉴于此,本发明实施例提供了快装式铝合金脚手架,整体结构稳定,支撑强度大,能够适应高空作业的要求。In view of this, the embodiment of the present invention provides a quick-installation aluminum alloy scaffold, which has a stable overall structure and high support strength, and can meet the requirements of high-altitude operations.
为达到上述目的,本发明所采用的技术方案是:In order to achieve the above object, the technical scheme adopted in the present invention is:
快装式铝合金脚手架,包括:Quick-install aluminum alloy scaffolding, including:
并排设置的两个门架;每个所述门架均包括多个支架,且各个所述支架在竖直方向上可拆卸连接;每个所述支架均包括两个竖直设置的立杆和多个水平设置的连杆;两个所述立杆并排设置;每个所述连杆的两端分别与两个所述立杆固定连接;Two door frames arranged side by side; each of the door frames includes a plurality of brackets, and each of the brackets is detachably connected in the vertical direction; each of the brackets includes two vertically arranged vertical rods and A plurality of connecting rods arranged horizontally; two of the vertical rods are arranged side by side; both ends of each of the connecting rods are respectively fixedly connected with the two of the vertical rods;
多个水平设置的横杆,且每个所述横杆与所述连杆相垂直;每个所述横杆均位于两个所述门架之间,且两端均设有第一卡钩;每个所述第一卡钩与对应的立杆相卡接;a plurality of horizontal bars, and each of the bars is perpendicular to the connecting rod; each of the bars is located between two of the door frames, and each end is provided with a first hook ; Each of the first hooks is engaged with the corresponding vertical rod;
多个斜杆;每个所述斜杆均位于两个所述门架之间,且两端均设有第二卡钩;每个所述第二卡钩与对应的连杆相卡接;每个所述斜杆均与水平面呈一定夹角,且相邻的两个所述斜杆呈八字形排列;A plurality of slanting rods; each of the slanting rods is located between the two gantry frames, and a second hook is provided at both ends; each of the second hooks is engaged with a corresponding connecting rod; Each of the slanting bars forms a certain angle with the horizontal plane, and two adjacent slanting bars are arranged in a figure-eight shape;
多个用于增强脚手架稳定性的支撑装置,且各个所述支撑装置与各个所述立杆一一对应;每个所述支撑装置的第一端与对应的立杆可拆卸连接,且第二端用于固定在地面上;A plurality of supporting devices used to enhance the stability of the scaffold, and each of the supporting devices corresponds to each of the vertical rods; the first end of each of the supporting devices is detachably connected to the corresponding vertical rod, and the second The end is used to fix on the ground;
多个斜梯;每个所述斜梯均位于两个所述门架之间,且端部设有多个第三卡钩;每个所述第三卡钩与对应的连杆相卡接;每个所述斜梯均与水平面呈一定夹角;A plurality of inclined ladders; each of the inclined ladders is located between the two door frames, and the end is provided with a plurality of third hooks; each of the third hooks is engaged with the corresponding connecting rod ; Each of the inclined ladders is at a certain angle with the horizontal plane;
多个水平设置的踏板;每个所述踏板,在竖直方向上均位于两个所述斜梯之间,且端部设有多个第四卡钩;每个所述第四卡钩与对应的连杆相卡接;A plurality of horizontally arranged pedals; each of the pedals is located between the two inclined ladders in the vertical direction, and a plurality of fourth hooks are provided at the end; each of the fourth hooks is connected to the The corresponding connecting rods are clamped;
工作平台,在竖直方向上,位于各个所述斜梯的上方;所述工作平台包括水平设置的平台板和门板;所述平台板的端部设有多个第五卡钩,且每个所述第五卡钩均与对应的连杆相卡接;所述平台板上设有通孔;所述门板位于所述通孔处,且与所述平台板相铰接;和The working platform is located above each of the inclined ladders in the vertical direction; the working platform includes a platform board and a door board arranged horizontally; a plurality of fifth hooks are provided at the end of the platform board, and each The fifth hooks are engaged with the corresponding connecting rods; the platform plate is provided with a through hole; the door panel is located at the through hole and is hinged with the platform plate; and
用于防止人员坠落的防护装置。A protective device used to prevent a person from falling.
进一步的,每个所述支撑装置均包括:Further, each of the supporting devices includes:
倾斜设置的第一支杆,第一端与对应的立杆可拆卸连接;The first support rod is arranged obliquely, and the first end is detachably connected with the corresponding vertical rod;
倾斜设置的第二支杆,在竖直方向上,位于所述第一支杆的下方,且第一端与对应的立杆可拆卸连接;The second pole arranged obliquely is located below the first pole in the vertical direction, and the first end is detachably connected to the corresponding vertical pole;
竖直设置的套筒,位于对应的立杆的外侧,且分别与所述第一支杆的第二端和所述第二支杆的第二端固定连接;所述套筒的内侧壁上设有螺纹;The vertically arranged sleeve is located on the outer side of the corresponding vertical rod, and is fixedly connected with the second end of the first pole and the second end of the second pole respectively; on the inner side wall of the sleeve provided with threads;
与所述套筒相适配的丝杠;和a lead screw adapted to said sleeve; and
底座,顶端与所述丝杠固定连接,且底端固定在地面上。The top end of the base is fixedly connected with the lead screw, and the bottom end is fixed on the ground.
进一步的,所述支撑装置还包括:Further, the support device also includes:
两个锁紧装置,与所述第一支杆和所述第二支杆一一对应;two locking devices corresponding to the first pole and the second pole;
每个所述锁紧装置均包括:Each of said locking devices includes:
第一卡箍,与对应的立杆相连;和a first clamp connected to a corresponding upright; and
两个第一吊耳,与所述第一支杆或所述第二支杆相铰接,且每个所述第一吊耳均与所述第一卡箍固定连接。Two first lifting lugs are hinged to the first pole or the second pole, and each of the first lifting lugs is fixedly connected to the first clip.
进一步的,所述防护装置包括:Further, the protective device includes:
多个防坠单元,均匀设置在两个所述门架的四周;Multiple anti-drop units are evenly arranged around the two door frames;
每个所述防坠单元均包括:Each of said fall arrest units includes:
防坠网,在竖直方向上,底端分别与对应的两个立杆可拆卸连接,且顶端延伸至立杆的外侧;和In the vertical direction, the bottom ends of the anti-falling nets are detachably connected to the two corresponding vertical poles, and the top ends extend to the outside of the vertical poles; and
两个并排设置的伸缩杆;每个所述伸缩杆,在竖直方向上,均位于所述防坠网的下方,且底端与对应的立杆可拆卸连接,顶端与所述防坠网固定连接。Two telescopic rods arranged side by side; each of the telescopic rods is located below the anti-fall net in the vertical direction, and the bottom end is detachably connected to the corresponding vertical rod, and the top end is connected to the anti-fall net Fixed connection.
进一步的,所述防坠网包括:Further, the anti-drop net includes:
框架,在竖直方向上,底端与对应的两个立杆可拆卸连接,且顶端延伸至立杆的外侧;和In the vertical direction, the bottom end of the frame is detachably connected to the corresponding two uprights, and the top end extends to the outside of the uprights; and
具有弹性的弹力网,四周与所述框架固定连接;An elastic elastic net is fixedly connected with the frame around;
每个所述伸缩杆均包括:Each of said telescoping poles includes:
主支杆,在竖直方向上,底端与对应的立杆可拆卸连接;In the vertical direction, the main pole is detachably connected to the corresponding vertical pole at the bottom;
副支杆,在竖直方向上,底端与所述主支杆的顶端伸缩连接,且顶端与所述框架固定连接。In the vertical direction, the bottom end of the secondary support rod is telescopically connected to the top end of the main support rod, and the top end is fixedly connected to the frame.
进一步的,每个所述防坠单元还包括:Further, each said anti-drop unit also includes:
多个紧固装置,与所述框架和所述主支杆一一对应;a plurality of fastening devices corresponding to the frame and the main pole;
每个所述紧固装置均包括:Each said fastening device includes:
第二卡箍,与对应的立杆相连;和a second clamp connected to the corresponding upright; and
两个第二吊耳,与所述框架或所述主支杆相铰接,且每个所述第二吊耳均与所述第二卡箍固定连接。Two second lifting lugs are hinged with the frame or the main pole, and each of the second lifting lugs is fixedly connected with the second clip.
进一步的,所述平台板包括:Further, the platform board includes:
边框,端部设有多个第五卡钩,且每个所述第五卡钩均与对应的连杆相卡接;和The frame has a plurality of fifth hooks at the end, and each of the fifth hooks is engaged with a corresponding connecting rod; and
托板,搭设在所述边框上,且与所述边框固定连接;所述托板与所述边框之间的空隙形成所述通孔;The supporting plate is set on the frame and fixedly connected with the frame; the gap between the supporting plate and the frame forms the through hole;
所述门板与所述托板并排设置,且所述门板的一侧与所述边框通过合页连接;所述门板在落下后能够搭设在所述边框上。The door panel and the supporting plate are arranged side by side, and one side of the door panel is connected to the frame through a hinge; the door panel can be set on the frame after falling.
进一步的,所述工作平台还包括:Further, the working platform also includes:
护栏,在竖直方向上,位于所述平台板的上方;所述护栏包括多个栏杆,且各个所述栏杆的两端均与对应的两个立杆可拆卸连接;和The guardrail is located above the platform board in the vertical direction; the guardrail includes a plurality of railings, and both ends of each railing are detachably connected to two corresponding uprights; and
多个踢脚板;每个所述踢脚板均与所述平台板可拆卸连接。A plurality of skirting boards; each of said skirting boards is detachably connected to said platform board.
进一步的,所述快装式铝合金脚手架还包括:Further, the quick-installed aluminum alloy scaffolding also includes:
用于检测风力大小的风速传感器,设置在所述工作平台上;A wind speed sensor for detecting wind force is arranged on the working platform;
处理器,与所述风速传感器相连,并能够将所述风速传感器检测的数值与设定值进行对比;和a processor, connected to the wind speed sensor, and capable of comparing the value detected by the wind speed sensor with a set value; and
报警器,与所述处理器相连,并能够在所述风速传感器检测的数值大于设定值时,发出声光报警。The alarm is connected with the processor, and can send out an audible and visual alarm when the value detected by the wind speed sensor is greater than the set value.
进一步的,所述快装式铝合金脚手架还包括:Further, the quick-installed aluminum alloy scaffolding also includes:
多个万向轮;每个所述万向轮与对应的立杆相连,且设有刹车元件。A plurality of universal wheels; each said universal wheel is connected with a corresponding vertical pole, and is provided with a braking element.
由于采用了上述技术方案,本发明取得的技术进步是:Owing to having adopted above-mentioned technical scheme, the technical progress that the present invention obtains is:
两个立杆和多个连杆组装成支架,多个支架在竖直方向上顺次叠加,组装成门架。各个横杆将两个门架连接成整体。斜杆提高两个门架之间的连接强度。各个支撑装置与对应的立杆相连,且均匀分布在门架的周围,用于增强脚手架整体的稳定性。Two vertical rods and a plurality of connecting rods are assembled into a bracket, and the plurality of brackets are stacked in sequence in the vertical direction to be assembled into a door frame. Each cross bar connects the two masts into a whole. The diagonal bar increases the strength of the connection between the two masts. Each support device is connected with the corresponding upright bar, and is evenly distributed around the portal frame, which is used to enhance the overall stability of the scaffold.
斜梯用于人员攀爬。踏板用于人员临时停留、搭建上层构件。工作平台靠近施工点,施工人员爬到工作平台上作业。平台板上设有通孔,人员通过斜梯靠近平台板时,将门板打开,从通孔内进入平台板上。防护装置设置在门架的周围,防止人员坠落受伤。Inclined ladders are used for people to climb. Pedals are used for temporary stay of personnel and construction of superstructure. The working platform is close to the construction site, and construction workers climb onto the working platform to work. There is a through hole on the platform plate. When people approach the platform plate through the inclined ladder, they open the door panel and enter the platform plate from the through hole. Protective devices are arranged around the mast to prevent personnel from falling and being injured.
采用上述技术方案所产生的有益效果在于:该方案中的快装式铝合金脚手架易于搭建,结构合理,整体稳定性高,且支撑强度大,能够满足2米至18米的高空作业的要求。The beneficial effect of adopting the above technical solution is that the quick-installed aluminum alloy scaffold in the solution is easy to build, has a reasonable structure, high overall stability, and high supporting strength, which can meet the requirements for working at heights of 2 meters to 18 meters.
附图说明Description of drawings
为了更清楚地说明本发明实施例中的技术方案,下面将对实施例描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动性的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings that need to be used in the description of the embodiments will be briefly introduced below. Obviously, the drawings in the following description are only some embodiments of the present invention. For those skilled in the art, other drawings can also be obtained based on these drawings without any creative effort.
图1是本发明实施例提供的快装式铝合金脚手架的示意图;Fig. 1 is the schematic diagram of the quick-loading aluminum alloy scaffold that the embodiment of the present invention provides;
图2是本发明实施例提供的支架的示意图;2 is a schematic diagram of a bracket provided by an embodiment of the present invention;
图3是本发明实施例提供的横杆和斜杆的示意图;Fig. 3 is a schematic diagram of a cross bar and a diagonal bar provided by an embodiment of the present invention;
图4是图3的局部放大图;Figure 4 is a partial enlarged view of Figure 3;
图5是本发明实施例提供的斜梯和踏板的示意图;Fig. 5 is a schematic diagram of an inclined ladder and a pedal provided by an embodiment of the present invention;
图6是图5的局部放大图;Figure 6 is a partial enlarged view of Figure 5;
图7是本发明实施例提供的支撑装置的示意图;Fig. 7 is a schematic diagram of a support device provided by an embodiment of the present invention;
图8是图7的局部放大图;Figure 8 is a partially enlarged view of Figure 7;
图9是本发明实施例提供的防护单元的示意图;Fig. 9 is a schematic diagram of a protection unit provided by an embodiment of the present invention;
图10是图9的局部放大图;Figure 10 is a partially enlarged view of Figure 9;
图11是本发明实施例提供的工作平台的示意图;Fig. 11 is a schematic diagram of a working platform provided by an embodiment of the present invention;
图12是本发明实施例提供的平台板的示意图。Fig. 12 is a schematic diagram of a platform board provided by an embodiment of the present invention.
附图标记说明:Explanation of reference signs:
10-门架,11-支架,111-立杆,112-连杆,20-横杆,21-第一卡钩,30-斜杆,31-第二卡钩,40-支撑装置,41-第一支杆,42-第二支杆,43-套筒,44-丝杠,45-底座,461-第一卡箍,462-第一吊耳,50-斜梯,51-第三卡钩,60-踏板,61-第四卡钩,70-工作平台,71-平台板,711-边框,712-托板,72-门板,73-栏杆,74-踢脚板,81-防坠单元,811-防坠网,8111-框架,8112-弹力网,812-伸缩杆,8121-主支杆,8122-副支杆,813-紧固装置,8131-第二卡箍,8132-第二吊耳,90-万向轮。10-door frame, 11-bracket, 111-vertical rod, 112-connecting rod, 20-cross bar, 21-first hook, 30-slope, 31-second hook, 40-support device, 41- The first rod, 42-the second rod, 43-sleeve, 44-lead screw, 45-base, 461-the first hoop, 462-the first lug, 50-inclined ladder, 51-the third clamp Hook, 60-pedal, 61-fourth hook, 70-working platform, 71-platform plate, 711-frame, 712-supporting plate, 72-door panel, 73-railing, 74-skirt, 81-anti-drop unit, 811-Anti-drop net, 8111-Frame, 8112-Elastic net, 812-Telescopic rod, 8121-Main support rod, 8122-Auxiliary support rod, 813-Fastening device, 8131-Second clamp, 8132-Second hanger Ears, 90-swivel wheels.
具体实施方式Detailed ways
以下描述中,为了说明而不是为了限定,提出了诸如特定系统结构、技术之类的具体细节,以便透彻理解本发明实施例。然而,本领域的技术人员应当清楚,在没有这些具体细节的其它实施例中也可以实现本发明。在其它情况中,省略对众所周知的系统、装置、电路以及方法的详细说明,以免不必要的细节妨碍本发明的描述。In the following description, specific details such as specific system structures and technologies are presented for the purpose of illustration rather than limitation, so as to thoroughly understand the embodiments of the present invention. It will be apparent, however, to one skilled in the art that the invention may be practiced in other embodiments without these specific details. In other instances, detailed descriptions of well-known systems, devices, circuits, and methods are omitted so as not to obscure the description of the present invention with unnecessary detail.
为了说明本发明所述的技术方案,下面通过具体实施例来进行说明。In order to illustrate the technical solutions of the present invention, specific examples are used below to illustrate.
本发明实施例提供了一种快装式铝合金脚手架,结合图1所示,快装式铝合金脚手架包括并排设置的两个门架10、多个水平设置的横杆20、多个斜杆30、多个用于增强脚手架稳定性的支撑装置40、多个斜梯50、多个水平设置的踏板60、工作平台70和用于防止人员坠落的防护装置。结合图1和图2所示,每个门架10均包括多个支架11,且各个支架11在竖直方向上可拆卸连接。每个支架11均包括两个竖直设置的立杆111和多个水平设置的连杆112。两个立杆111并排设置。每个连杆112的两端分别与两个立杆111固定连接。The embodiment of the present invention provides a quick-installation aluminum alloy scaffold. As shown in FIG. 30. A plurality of supporting devices 40 for enhancing the stability of the scaffold, a plurality of inclined ladders 50, a plurality of horizontally arranged pedals 60, a working platform 70 and a protective device for preventing personnel from falling. As shown in FIG. 1 and FIG. 2 , each door frame 10 includes a plurality of brackets 11 , and each bracket 11 is detachably connected in the vertical direction. Each support 11 includes two vertically arranged vertical rods 111 and a plurality of horizontally arranged connecting rods 112 . Two poles 111 are arranged side by side. Both ends of each connecting rod 112 are respectively fixedly connected with two upright rods 111 .
两个立杆111和多个连杆112组装成支架11,多个支架11在竖直方向上顺次叠加,组装成门架10。具体的,每个连杆112的两端分别设有套环,套环与连杆112焊接,且套设于立杆111上。加工时采用内涨外压式工艺,连接处的破坏拉脱力达4100公斤至4400公斤(普通脚手架的许用拉脱力为2100公斤)。Two vertical rods 111 and a plurality of connecting rods 112 are assembled into a bracket 11 , and the plurality of brackets 11 are stacked in sequence in the vertical direction to be assembled into a door frame 10 . Specifically, two ends of each connecting rod 112 are respectively provided with a collar, and the collar is welded to the connecting rod 112 and sleeved on the vertical rod 111 . The process of internal expansion and external pressure is adopted during processing, and the destructive pull-off force of the joint reaches 4100 kg to 4400 kg (the allowable pull-off force of ordinary scaffolding is 2100 kg).
结合图3和图4所示,每个横杆20与连杆112相垂直。每个横杆20均位于两个门架10之间,且两端均设有第一卡钩21。每个第一卡钩21与对应的立杆111相卡接。每个斜杆30均位于两个门架10之间,且两端均设有第二卡钩31。每个第二卡钩31与对应的连杆112相卡接。每个斜杆30均与水平面呈一定夹角,且相邻的两个斜杆30呈八字形排列。As shown in FIG. 3 and FIG. 4 , each cross bar 20 is perpendicular to the connecting rod 112 . Each cross bar 20 is located between two door frames 10 and has first hooks 21 at both ends. Each first hook 21 is engaged with a corresponding upright pole 111 . Each slanting rod 30 is located between two door frames 10 and has a second hook 31 at both ends. Each second hook 31 is engaged with the corresponding connecting rod 112 . Each oblique rod 30 forms a certain angle with the horizontal plane, and two adjacent oblique rods 30 are arranged in a figure-eight shape.
各个横杆20将两个门架10连接成整体。横杆20的两端分别设有第一卡钩21,组装时,分别将两个第一卡钩21卡接到对应的立杆111上。具体的,第一卡钩21呈楔形,且外宽内窄,便于组装,且连接牢固。Each cross bar 20 connects the two door frames 10 as a whole. Both ends of the cross bar 20 are respectively provided with first hooks 21 . When assembling, the two first hooks 21 are respectively snapped onto the corresponding upright bars 111 . Specifically, the first hook 21 is wedge-shaped, wide on the outside and narrow on the inside, which is convenient for assembly and secure in connection.
斜杆30提高两个门架10之间的连接强度。斜杆30的两端分别设有第二卡钩31,组装时,分别将两个第二卡钩31卡接到对应的连杆112上。具体的,第二卡钩31呈楔形,且外宽内窄,便于组装,且连接牢固。在竖直方向上,各个斜杆30顺次累加,相邻的两个斜杆30呈八字形排列,结构合理,节约材料,且连接强度高。The diagonal rod 30 improves the connection strength between the two door frames 10 . Two ends of the oblique rod 30 are respectively provided with second hooks 31 , and when assembled, the two second hooks 31 are respectively snapped onto the corresponding connecting rods 112 . Specifically, the second hook 31 is wedge-shaped, wide on the outside and narrow on the inside, which is convenient for assembly and secure in connection. In the vertical direction, each oblique rod 30 is accumulated sequentially, and two adjacent oblique rods 30 are arranged in a figure-eight shape, which has a reasonable structure, saves materials, and has high connection strength.
结合图1和图7所示,各个支撑装置40与各个立杆111一一对应。每个支撑装置40的第一端与对应的立杆111可拆卸连接,且第二端用于固定在地面上。各个支撑装置均匀分布在门架10的周围,用于增强脚手架整体的稳定性。当脚手架的高度大于3米时,施工人员攀爬到工作平台上,整体结构处于上重下轻的状态,存在安全风险,因此需要设置支撑装置40,增大整个结构底部的面积,分散压力,起到配重的作用。支撑装置40与立杆111可拆卸连接,便于组装或拆卸。As shown in FIG. 1 and FIG. 7 , each support device 40 corresponds to each vertical pole 111 one by one. The first end of each supporting device 40 is detachably connected to the corresponding upright pole 111 , and the second end is used to be fixed on the ground. Each supporting device is evenly distributed around the portal frame 10 for enhancing the overall stability of the scaffolding. When the height of the scaffold is greater than 3 meters, construction workers climb onto the working platform, and the overall structure is in a state of being heavy at the top and light at the bottom, which poses a safety risk. Therefore, it is necessary to install a support device 40 to increase the area of the bottom of the entire structure and disperse the pressure. Play the role of counterweight. The support device 40 is detachably connected to the pole 111 for easy assembly or disassembly.
结合图5和图6所示,每个斜梯50均位于两个门架10之间,且端部设有多个第三卡钩51。每个第三卡钩51与对应的连杆112相卡接。每个斜梯50均与水平面呈一定夹角。斜梯50用于人员攀爬。由于斜梯50位于两个门架10之间,且倾斜设置,因此人员在攀爬过程中,始终位于整体结构的内部,门架10的受力均匀,稳定性高。现有技术中,人员大多通过门架10向上攀爬,整体结构受力不均,一侧的门架10受力大、另一侧的门架10受力小,容易发生倾斜甚至侧倒的情况,安全风险大。具体的,斜梯50与水平面呈45度夹角。As shown in FIG. 5 and FIG. 6 , each inclined ladder 50 is located between two door frames 10 , and a plurality of third hooks 51 are provided at the ends. Each third hook 51 is engaged with the corresponding connecting rod 112 . Each inclined ladder 50 forms a certain angle with the horizontal plane. Inclined ladder 50 is used for personnel to climb. Since the inclined ladder 50 is located between the two door frames 10 and is arranged obliquely, the personnel are always located inside the overall structure during the climbing process, and the force on the door frames 10 is even and the stability is high. In the prior art, people mostly climb upwards through the portal frame 10, and the force on the whole structure is uneven. The portal frame 10 on one side bears a large force, while the portal frame 10 on the other side bears a small force, so it is easy to tilt or even fall sideways. situation, the security risk is high. Specifically, the angle between the inclined ladder 50 and the horizontal plane is 45 degrees.
每个踏板60在竖直方向上均位于两个斜梯50之间,且端部设有多个第四卡钩61。每个第四卡钩61与对应的连杆112相卡接。踏板60用于人员临时停留、搭建上层构件。当脚手架的整体高度大于3米时,搭建自下而上,分阶段进行。底层构件搭建后,施工人员通过斜梯50爬到踏板60上,然后能够站立在踏板60上搭建上一层的构件。具体的,踏板60的宽度小于脚手架整体的宽度。Each step 60 is located between two inclined ladders 50 in the vertical direction, and a plurality of fourth hooks 61 are arranged at the end. Each fourth hook 61 is engaged with the corresponding connecting rod 112 . The pedal 60 is used for personnel to temporarily stay and build the superstructure. When the overall height of the scaffold is greater than 3 meters, the construction shall be carried out in stages from bottom to top. After the bottom component is built, the construction personnel climbs onto the pedal 60 through the inclined ladder 50, and then can stand on the pedal 60 to build the component of the upper layer. Specifically, the width of the pedal 60 is smaller than the overall width of the scaffold.
结合图1和图11所示,工作平台70在竖直方向上,位于各个斜梯50的上方。工作平台70包括水平设置的平台板71和门板72。平台板71的端部设有多个第五卡钩,且每个所述第五卡钩均与对应的连杆112相卡接。平台板71上设有通孔。门板72位于所述通孔处,且与平台板71相铰接。As shown in FIG. 1 and FIG. 11 , the working platform 70 is located above each inclined ladder 50 in the vertical direction. The working platform 70 includes a platform board 71 and a door board 72 arranged horizontally. The end of the platform board 71 is provided with a plurality of fifth hooks, and each of the fifth hooks is engaged with a corresponding connecting rod 112 . Through holes are formed on the platform board 71 . The door panel 72 is located at the through hole and is hinged with the platform panel 71 .
工作平台70靠近施工点,施工人员爬到工作平台70上作业。平台板71上设有通孔,人员通过斜梯50靠近平台板71时,将门板72打开,从通孔内进入平台板71上。防护装置设置在门架10的周围,防止人员坠落受伤。The working platform 70 is close to the construction site, and construction workers climb onto the working platform 70 to work. The platform board 71 is provided with a through hole, and when the personnel approach the platform board 71 by the inclined ladder 50, the door panel 72 is opened, and enters on the platform board 71 from the through hole. The protective device is arranged around the door frame 10 to prevent personnel from falling and being injured.
由于施工人员需要站立在平台板71上进行作业,而且会随身携带工具及作业用品,因此平台板71的面积越大,施工人员作业越方便。然而,平台板71的面积越大,越难以搭设,当宽度接近脚手架整体的宽度时,施工人员站在下层踏板60上,将平台板71搭设后,无法攀爬到平台板71上。因此,本实施例中在平台板71上开设通孔,并在通孔处安装门板72。搭设平台板71后,将门板72打开,人员从通孔处进入平台板71,然后将门板72闭合,即可在平台板71上安全作业。Since construction personnel need to stand on the platform board 71 to carry out operations, and will carry tools and work supplies with them, the larger the area of the platform board 71, the more convenient the construction personnel's work. However, the larger the area of the platform board 71, the more difficult it is to erect it. When the width is close to the overall width of the scaffold, construction personnel stand on the lower floor pedal 60 and cannot climb onto the platform board 71 after the platform board 71 is erected. Therefore, in this embodiment, a through hole is opened on the platform plate 71, and the door plate 72 is installed at the through hole. After the platform panel 71 is set up, the door panel 72 is opened, and personnel enter the platform panel 71 from the through hole, and then the door panel 72 is closed to work safely on the platform panel 71.
作为一种实施例,结合图7和图8所示,每个支撑装置40均包括倾斜设置的第一支杆41、倾斜设置的第二支杆42、竖直设置的套筒43、与套筒43相适配的丝杠44和底座45。第一支杆41的第一端与对应的立杆111可拆卸连接。第二支杆42在竖直方向上,位于第一支杆41的下方,且第一端与对应的立杆111可拆卸连接。套筒43位于对应的立杆111的外侧,且分别与第一支杆41的第二端和第二支杆42的第二端固定连接。套筒43的内侧壁上设有螺纹。底座45的顶端与丝杠44固定连接,且底端固定在地面上。As an embodiment, as shown in FIG. 7 and FIG. 8 , each supporting device 40 includes a first strut 41 set obliquely, a second strut 42 set obliquely, a sleeve 43 vertically set, and a sleeve The lead screw 44 and the base 45 that the barrel 43 is compatible with. The first end of the first pole 41 is detachably connected to the corresponding vertical pole 111 . The second pole 42 is located below the first pole 41 in the vertical direction, and its first end is detachably connected to the corresponding vertical pole 111 . The sleeve 43 is located on the outside of the corresponding upright pole 111 and is fixedly connected to the second end of the first pole 41 and the second end of the second pole 42 respectively. Threads are provided on the inner wall of the sleeve 43 . The top of the base 45 is fixedly connected with the lead screw 44, and the bottom is fixed on the ground.
第一支杆41和第二支杆42均与对应的立杆111可拆卸连接,便于组装或拆卸。第一支杆、第二支杆42和套筒43组成闭合的三角形,结构稳定,提高支撑强度。套筒43与丝杠44螺纹连接,从而能够调节底座45的高度,便于调节整体结构的水平度。底座42呈圆盘状,增大与地面的接触面积,分散压力,提高整体结构的稳定性。Both the first pole 41 and the second pole 42 are detachably connected to the corresponding upright pole 111 for easy assembly or disassembly. The first strut, the second strut 42 and the sleeve 43 form a closed triangle, the structure is stable, and the supporting strength is improved. The sleeve 43 is threadedly connected with the lead screw 44, so that the height of the base 45 can be adjusted, and the levelness of the overall structure can be adjusted conveniently. The base 42 is disc-shaped, which increases the contact area with the ground, disperses the pressure, and improves the stability of the overall structure.
本实施例中,结合图7和图8所示,支撑装置40还包括两个锁紧装置。两个锁紧装置与第一支杆41和第二支杆42一一对应。每个所述锁紧装置均包括第一卡箍461和两个第一吊耳462。第一卡箍461与对应的立杆111相连。两个第一吊耳462与第一支杆41或第二支杆42相铰接,且每个第一吊耳462均与第一卡箍461固定连接。In this embodiment, as shown in FIG. 7 and FIG. 8 , the supporting device 40 further includes two locking devices. The two locking devices are in one-to-one correspondence with the first pole 41 and the second pole 42 . Each of the locking devices includes a first clamp 461 and two first lugs 462 . The first clip 461 is connected to the corresponding upright rod 111 . The two first lifting lugs 462 are hinged to the first pole 41 or the second pole 42 , and each first lifting lug 462 is fixedly connected to the first clamp 461 .
第一卡箍461套设在对应的立杆111上,调节第一支杆41或第二支杆42的位置时,将对应的第一卡箍461拧松,即可上下移动,位置调好后,将第一卡箍461拧紧,位置即可固定。吊耳462与第一支杆41或第二支杆42铰接,便于调节第一支杆41或第二支杆42的倾斜角度。The first clamp 461 is sleeved on the corresponding vertical rod 111. When adjusting the position of the first support rod 41 or the second support rod 42, loosen the corresponding first clamp 461 to move up and down and adjust the position. Finally, the first clamp 461 is tightened, and the position can be fixed. The lifting lug 462 is hinged with the first pole 41 or the second pole 42 to facilitate adjustment of the inclination angle of the first pole 41 or the second pole 42 .
根据不同的现场环境,以及脚手架的整体高度,需要将第一支杆41和第二支杆42调节到不同的倾斜角度,以满足支撑强度的要求。优选的,在现场条件允许的情况下,第一支杆41与立杆111的夹角为45度时,支撑强度最大。According to different site environments and the overall height of the scaffold, it is necessary to adjust the first support rod 41 and the second support rod 42 to different inclination angles to meet the requirements of supporting strength. Preferably, when site conditions permit, when the angle between the first pole 41 and the vertical pole 111 is 45 degrees, the supporting strength is the largest.
作为一种实施例,结合图1和图9所示,所述防护装置包括多个防坠单元81。多个防坠单元81均匀设置在两个门架10的四周。每个防坠单元81均包括防坠网811和两个并排设置的伸缩杆812。防坠网811在竖直方向上,底端分别与对应的两个立杆111可拆卸连接,且顶端延伸至立杆111的外侧。每个伸缩杆812在竖直方向上,均位于防坠网811的下方,且底端与对应的立杆111可拆卸连接,顶端与防坠网811固定连接。As an embodiment, as shown in FIG. 1 and FIG. 9 , the protection device includes a plurality of anti-drop units 81 . Multiple anti-drop units 81 are uniformly arranged around the two door frames 10 . Each anti-fall unit 81 includes an anti-fall net 811 and two telescopic rods 812 arranged side by side. In the vertical direction, the bottom ends of the anti-falling net 811 are respectively detachably connected to the two corresponding upright poles 111 , and the top ends extend to the outside of the upright poles 111 . Each telescopic rod 812 is located below the anti-falling net 811 in the vertical direction, and the bottom end is detachably connected to the corresponding vertical rod 111 , and the top end is fixedly connected to the anti-falling net 811 .
防护装置用于防止人员坠落受伤,当脚手架的整体高度大于2米时,需要安装防护装置,尤其当施工高度达到10米以上时,防护装置的作用尤为重要,一旦人员不慎坠落,如没有防护装置,将会造成严重的安全事故。多个防坠单元81均匀分布在脚手架整体结构的四周。防坠网811倾斜设置,且底端与两个立杆111相连。两个伸缩杆812分别位于防坠网811的两侧,对防坠网811起到支撑作用。The protective device is used to prevent people from falling and being injured. When the overall height of the scaffold is greater than 2 meters, it is necessary to install the protective device, especially when the construction height reaches more than 10 meters, the role of the protective device is particularly important. device, it will cause serious safety accidents. Multiple anti-drop units 81 are evenly distributed around the overall structure of the scaffold. The anti-falling net 811 is arranged obliquely, and the bottom end is connected with two vertical poles 111 . The two telescopic rods 812 are respectively located on both sides of the anti-fall net 811 to support the anti-fall net 811 .
本实施例中,结合图9所示,防坠网811包括框架8111和具有弹性的弹力网8112。框架8111在竖直方向上,底端与对应的两个立杆111可拆卸连接,且顶端延伸至立杆111的外侧。弹力网8112的四周与框架8111固定连接。每个伸缩杆812均包括主支杆8121和副支杆8122。主支杆8121在竖直方向上,底端与对应的立杆111可拆卸连接。副支杆8122在竖直方向上,底端与主支杆8121的顶端伸缩连接,且顶端与框架8111固定连接。In this embodiment, as shown in FIG. 9 , the anti-drop net 811 includes a frame 8111 and an elastic elastic net 8112 . The frame 8111 is in the vertical direction, the bottom end is detachably connected to the two corresponding uprights 111 , and the top end extends to the outside of the uprights 111 . The surroundings of the elastic net 8112 are fixedly connected with the frame 8111. Each telescopic rod 812 includes a main rod 8121 and a secondary rod 8122 . The main pole 8121 is in the vertical direction, and the bottom end is detachably connected with the corresponding vertical pole 111 . The auxiliary pole 8122 is in the vertical direction, the bottom end is telescopically connected with the top end of the main pole 8121 , and the top end is fixedly connected with the frame 8111 .
框架8111由多根连杆首尾相连,围设成长方形。弹力网8112位于框架8111的中间,且四周与框架8111固定连接。主支杆8121和副支杆8122伸缩连接,便于根据现场环境和脚手架的高度,调节弹力网8112的倾斜角度。The frame 8111 is connected end to end by a plurality of connecting rods, and is surrounded by a rectangle. The elastic net 8112 is located in the middle of the frame 8111, and is fixedly connected with the frame 8111 around. The main pole 8121 and the auxiliary pole 8122 are telescopically connected, which is convenient for adjusting the inclination angle of the elastic net 8112 according to the site environment and the height of the scaffold.
本实施例中,结合图9和图10所示,每个防坠单元81还包括多个紧固装置813。多个紧固装置813与框架8111和主支杆8121一一对应。每个紧固装置813均包括第二卡箍8131和两个第二吊耳8132。第二卡箍8131与对应的立杆111相连。两个第二吊耳8132与框架8111或主支杆8121相铰接,且每个第二吊耳8132均与第二卡箍8131固定连接。In this embodiment, as shown in FIG. 9 and FIG. 10 , each anti-drop unit 81 further includes a plurality of fastening devices 813 . A plurality of fastening devices 813 corresponds to the frame 8111 and the main pole 8121 one by one. Each fastening device 813 includes a second clip 8131 and two second lugs 8132 . The second clip 8131 is connected with the corresponding upright rod 111 . The two second lifting ears 8132 are hinged to the frame 8111 or the main pole 8121 , and each second lifting ear 8132 is fixedly connected to the second clamp 8131 .
第二卡箍8131套设于对应的立杆111上,调节框架8111或主支杆8121的位置时,将对应的第二卡箍8131拧松,即可上下移动,位置调好后,将第二卡箍8131拧紧,位置即可固定。第二吊耳8132与框架8111或主支杆8121铰接,便于调节框架8111或主支杆8121的倾斜角度。The second clamp 8131 is sleeved on the corresponding vertical pole 111. When adjusting the position of the frame 8111 or the main pole 8121, unscrew the corresponding second clamp 8131 to move up and down. After the position is adjusted, the second The second clamp 8131 is tightened, and the position can be fixed. The second lifting ear 8132 is hinged with the frame 8111 or the main pole 8121, so as to facilitate the adjustment of the inclination angle of the frame 8111 or the main pole 8121.
根据不同的现场环境,以及脚手架的整体高度,需要将框架8111或主支杆8121调节到不同的倾斜角度,以满足防护强度的要求。优选的,在现场条件允许的情况下,框架8111与立杆111的夹角为45度时,防护强度最大。According to different site environments and the overall height of the scaffold, it is necessary to adjust the frame 8111 or the main pole 8121 to different inclination angles to meet the requirements of protection strength. Preferably, when site conditions permit, when the angle between the frame 8111 and the pole 111 is 45 degrees, the protection strength is the largest.
作为一种实施例,结合图11和图12所示,平台板71包括边框711和托板712。边框711的端部设有多个第五卡钩,且每个所述第五卡钩均与对应的连杆112相卡接。托板712搭设在边框711上,且与边框711固定连接。托板712与边框711之间的空隙形成所述通孔。门板72与托板712并排设置,且门板72的一侧与边框711通过合页连接。门板72在落下后能够搭设在边框711上。As an embodiment, as shown in FIG. 11 and FIG. 12 , the platform board 71 includes a frame 711 and a supporting board 712 . The end of the frame 711 is provided with a plurality of fifth hooks, and each of the fifth hooks is engaged with a corresponding connecting rod 112 . The supporting plate 712 is set on the frame 711 and fixedly connected with the frame 711 . The gap between the supporting plate 712 and the frame 711 forms the through hole. The door panel 72 and the supporting plate 712 are arranged side by side, and one side of the door panel 72 is connected to the frame 711 through a hinge. The door panel 72 can be set up on the frame 711 after falling.
托板712与边框711之间的空隙形成所述通孔,门板72位于通孔处,且一侧与边框711通过合页连接。搭设脚手架时,施工人员先将托板712固定在边框711上,然后站在下层踏板60上,将边框711搭设在对应的连杆112上,然后打开门板72,从通孔处进入托板712上,再将门板72闭合,即可在托板712上作业。本实施例的结构合理,便于加工,且连接强度大,各构件的使用寿命长。The gap between the supporting plate 712 and the frame 711 forms the through hole, the door plate 72 is located at the through hole, and one side is connected to the frame 711 through a hinge. When setting up the scaffolding, the construction workers first fix the supporting plate 712 on the frame 711, then stand on the lower pedal 60, set the frame 711 on the corresponding connecting rod 112, then open the door panel 72, and enter the supporting plate 712 from the through hole and then close the door panel 72 to work on the supporting plate 712. The structure of this embodiment is reasonable, easy to process, and the connection strength is high, and the service life of each component is long.
作为一种实施例,结合图11所示,工作平台70还包括护栏和多个踢脚板74。护栏在竖直方向上,位于平台板71的上方。所述护栏包括多个栏杆73,且各个栏杆73的两端均与对应的两个立杆111可拆卸连接。每个踢脚板74均与平台板71可拆卸连接。As an embodiment, as shown in FIG. 11 , the working platform 70 also includes guardrails and a plurality of skirting boards 74 . The guardrail is located above the platform board 71 in the vertical direction. The guardrail includes a plurality of railings 73 , and both ends of each railing 73 are detachably connected to two corresponding upright bars 111 . Each skirting board 74 is detachably connected with the platform board 71 .
护栏和踢脚板74起到防护作用,防止施工人员探出平台板71、导致安全事故。具体的,护栏高度大于1米。具体的,托板712的四周设有卡槽,各个踢脚板71卡接在卡槽内。The guardrail and the skirting board 74 play a protective role, preventing construction workers from poking out the platform board 71 and causing safety accidents. Specifically, the height of the guardrail is greater than 1 meter. Specifically, slots are provided around the supporting board 712, and each skirting board 71 is snapped into the slots.
作为一种实施例,所述快装式铝合金脚手架还包括用于检测风力大小的风速传感器、处理器和报警器。风速传感器设置在工作平台70上。处理器与所述风速传感器相连,并能够将所述风速传感器检测的数值与设定值进行对比。报警器与所述处理器相连,并能够在所述风速传感器检测的数值大于设定值时,发出声光报警。As an embodiment, the quick-installation aluminum alloy scaffold further includes a wind speed sensor, a processor and an alarm for detecting the magnitude of the wind force. The wind speed sensor is set on the working platform 70 . The processor is connected with the wind speed sensor, and can compare the value detected by the wind speed sensor with the set value. The alarm is connected with the processor, and can send out an audible and visual alarm when the value detected by the wind speed sensor is greater than the set value.
风速传感器检测风力大小,并将数值传递给处理器。处理器接收风速传感器发送的数值,并与设定值进行对比。当风力数值大于设定值时,处理器生成报警信号并发送给报警器,报警器根据报警信息发出声光报警,提醒施工人员迅速撤离。The wind speed sensor detects the wind force and transmits the value to the processor. The processor receives the value sent by the wind speed sensor and compares it with the set value. When the wind value is greater than the set value, the processor generates an alarm signal and sends it to the alarm, and the alarm sends out an audible and visual alarm according to the alarm information to remind the construction workers to evacuate quickly.
由于本实施例中的脚手架适用于高空作业,尤其是高度大于10米(相当于三层楼高)时,风力大小对于高空处的工作平台70影响很大。因此,本实施例设置风速传感器,实施检测风力大小,一旦风力超过安全值,施工人员需要马上撤离,以免发生安全事故。Because the scaffolding in this embodiment is suitable for high-altitude operations, especially when the height is greater than 10 meters (equivalent to a three-story building), the wind force has a great influence on the working platform 70 at high altitudes. Therefore, in this embodiment, a wind speed sensor is installed to detect the magnitude of the wind force. Once the wind force exceeds a safe value, construction workers need to evacuate immediately to avoid safety accidents.
作为一种实施例,结合图1所示,所述快装式铝合金脚手架还包括多个万向轮90。每个万向轮90与对应的立杆111相连,且设有刹车元件。一般而言,施工现场需要在多个施工点进行作业,安装万向轮90,便于移动整体脚手架。当脚手架到达指定位置后,按下刹车元件,脚手架即可停住。As an embodiment, as shown in FIG. 1 , the quick-installation aluminum alloy scaffold further includes a plurality of universal wheels 90 . Each universal wheel 90 is connected with the corresponding vertical rod 111, and is provided with a braking element. Generally speaking, the construction site needs to carry out operations at multiple construction points, and universal wheels 90 are installed to facilitate the movement of the overall scaffold. When the scaffold reaches the designated position, press the brake element and the scaffold will stop.
搭设本实施例所述的脚手架的方法如下:The method for setting up the scaffold described in this embodiment is as follows:
1.将万向轮90安装至对应的立杆111上;1. Install the universal wheel 90 on the corresponding pole 111;
2.将第一道横杆20分别与两侧的支架11相连,然后连接其他横杆20;2. Connect the first crossbar 20 to the brackets 11 on both sides respectively, and then connect the other crossbars 20;
3.调节万向轮90的高度,至整体结构与地面垂直;3. Adjust the height of the universal wheel 90 until the overall structure is perpendicular to the ground;
4.自下而上、反向搭设斜杆30,相邻的斜杆30呈八字状;4. Erection of diagonal rods 30 from bottom to top and in reverse, adjacent diagonal rods 30 are in a figure-eight shape;
5.搭设斜梯50,且斜梯50与水平面夹角为45度;5. Set up an inclined ladder 50, and the angle between the inclined ladder 50 and the horizontal plane is 45 degrees;
6.安装支撑装置40,调节套筒43与丝杠44的相对位置,至底座45与地面水平接触;调节第一支杆41与第二支杆42的倾斜角度,至第一支杆41与立杆111的夹角为45度;6. Install the supporting device 40, adjust the relative position of the sleeve 43 and the lead screw 44, until the base 45 is in contact with the ground; adjust the inclination angle of the first pole 41 and the second pole 42, until the first pole 41 and the ground The included angle of the pole 111 is 45 degrees;
7.搭设第一个踏板60,通过第一个斜梯50攀爬至第一个踏板60后,站在第一个踏板60上,向上搭设下一层的支架11,重复步骤4至7;7. Set up the first pedal 60, climb to the first pedal 60 through the first inclined ladder 50, stand on the first pedal 60, set up the bracket 11 of the next floor upwards, and repeat steps 4 to 7;
8.搭设平台板71,然后打开门板72,从通孔处进入平台板71;8. Set up the platform board 71, then open the door panel 72, and enter the platform board 71 from the through hole;
9.搭设栏杆73和踢脚板74。9. Put up railings 73 and skirting boards 74 .
拆除脚手架时,按照先装后拆、后装先拆的原则,自上而下拆除。When dismantling scaffolding, follow the principle of dismantling after installation and dismantling after installation, and dismantle from top to bottom.
本实施例中的脚手架,构件采用铝合金材料,比传统钢材重量减少75%,且搭设快捷,比传统脚手架的搭建速度快10倍以上。使用传统脚手架,搭建20米时,需要10人用6个小时才能搭建好,而采用本实施例中的脚手架,只需3个人用1小时即可。The scaffolding in this embodiment is made of aluminum alloy, which reduces the weight by 75% compared with traditional steel, and is quick to build, more than 10 times faster than traditional scaffolding. Using traditional scaffolding, it takes 10 people 6 hours to complete the construction of 20 meters, but with the scaffolding in this embodiment, it only takes 3 people 1 hour.
该方案中的快装式铝合金脚手架易于搭建,结构合理,整体稳定性高,且支撑强度大,能够满足2米至18米的高空作业的要求。The quick-installed aluminum alloy scaffolding in this scheme is easy to build, has a reasonable structure, high overall stability, and strong support strength, which can meet the requirements of working at heights from 2 meters to 18 meters.
以上所述实施例仅用以说明本发明的技术方案,而非对其限制;尽管参照前述实施例对本发明进行了详细的说明,本领域的普通技术人员应当理解:其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换;而这些修改或者替换,并不使相应技术方案的本质脱离本发明各实施例技术方案的精神和范围,均应包含在本发明的保护范围之内。The above-described embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit them; although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: it can still carry out the foregoing embodiments Modifications to the technical solutions recorded in the examples, or equivalent replacement of some of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the various embodiments of the present invention, and should be included in within the protection scope of the present invention.
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| CN112504232A (en) * | 2020-12-08 | 2021-03-16 | 胡玮 | Scaffold inclination early warning device for forming complete circuit by utilizing switch closure |
| CN112504232B (en) * | 2020-12-08 | 2022-11-15 | 江苏京城城市建设有限公司 | Scaffold inclination early warning device for forming complete circuit by utilizing switch closure |
| CN112746734A (en) * | 2020-12-12 | 2021-05-04 | 重庆新久融工程机械设备有限公司 | Folding scaffold |
| CN115616242A (en) * | 2021-07-16 | 2023-01-17 | 深圳华研筑科技有限公司 | A scaffold wind speed control system and method thereof |
| CN114427294A (en) * | 2022-03-14 | 2022-05-03 | 中国建筑第七工程局有限公司 | A safety anti-fall device for housing construction |
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Application publication date: 20190816 |
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