CN111335615A - Large-span net rack eaves mouth suspension type automatic movement construction platform - Google Patents

Large-span net rack eaves mouth suspension type automatic movement construction platform Download PDF

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Publication number
CN111335615A
CN111335615A CN202010308523.8A CN202010308523A CN111335615A CN 111335615 A CN111335615 A CN 111335615A CN 202010308523 A CN202010308523 A CN 202010308523A CN 111335615 A CN111335615 A CN 111335615A
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platform
walking frame
fixed
construction platform
rod
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陈丙凯
丁榜举
苏永祥
彭真
王丹
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Construction Decoration Corp of China Construction Seventh Engineering Division Corp Ltd
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Construction Decoration Corp of China Construction Seventh Engineering Division Corp Ltd
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Priority to CN202010308523.8A priority Critical patent/CN111335615A/en
Publication of CN111335615A publication Critical patent/CN111335615A/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
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • 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
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/34Mobile scaffolds; Scaffolds with mobile platforms characterised by supporting structures provided on the roofs
    • 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
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/001Safety or protective measures against falling down relating to scaffoldings
    • 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
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/286Mobile scaffolds; Scaffolds with mobile platforms mobile vertically

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention relates to a large-span net rack cornice suspension type automatic moving construction platform, which comprises a walking frame supported on a roof steel framework; a walking wheel is fixedly arranged below the walking frame and is used for being in sliding fit with a track fixed on the steel roof framework; the walking frame is provided with a fixed structure, the upper part of the fixed structure is detachably connected with the operating platform, and the lower end of the fixed structure is fixed on the roof steel framework to realize the fixation of the walking frame relative to the track; a counterweight block is arranged at one end of the walking frame far away from the cornice, a construction platform is hung at one end of the walking frame positioned at the cornice, an angle adjusting structure is arranged between the walking frame and the construction platform, and the angle between the construction platform and the walking frame is adjusted through the angle adjusting structure; demolish fixed knot and construct the structure, the walking frame keeps balance under the combined action of balancing weight and construction platform, keeps balance when making the walking frame remove along the track, makes things convenient for the walking frame to drive construction platform and realizes removing.

Description

一种大跨度网架檐口悬挂式自动移动施工平台A large-span grid-frame cornice hanging automatic mobile construction platform

技术领域technical field

本发明属于建筑施工技术领域,尤其涉及一种大跨度网架檐口悬挂式自动移动施工平台。The invention belongs to the technical field of building construction, and in particular relates to a large-span grid-frame cornice hanging type automatic mobile construction platform.

背景技术Background technique

随着建筑设计的多样化,金属屋面在大型公共建筑、工业建筑及住宅工程中的应用越来越广泛,其复杂的造型不仅受到建筑设计师的青睐也收到了广大业主的喜爱;金属屋面通常采用大跨径网架进行支撑,螺栓球网架是特大跨径网架的主要形式之一,其以造型优美,跨越能力大等特点在金属屋面中得到广泛的应用。在金属屋面施工过程中,大跨度网架檐口及侧面装饰施工等是施工的重点及难点。目前,国内已建成的网架檐口和侧面装饰施工多采用传统吊篮施工。但是,该种施工方法在使用时,吊篮的移动非常不方便,而进行大跨度网架檐口侧面施工时还必须对吊篮进行多次移动,也即多次拆卸移动吊篮钢丝绳固定点部位,这样一来,不仅严重影响了施工效率、自动化程度较低,而且对于倾斜角度过大的檐口,采用吊篮施工无法满足施工要求。With the diversification of architectural designs, metal roofs are more and more widely used in large-scale public buildings, industrial buildings and residential projects, and their complex shapes are not only favored by architects but also favored by the majority of owners; Large-span grid frame is used for support. Bolted ball grid frame is one of the main forms of extra-large-span grid frame. It is widely used in metal roofing due to its beautiful shape and large spanning capacity. In the process of metal roof construction, large-span grid eaves and side decoration construction are the key and difficult points of construction. At present, most of the grid cornices and side decorations that have been built in China use traditional hanging baskets. However, when this construction method is used, the movement of the hanging basket is very inconvenient, and the hanging basket must be moved many times during the side construction of the cornice of the large-span grid frame, that is, the fixed point of the wire rope of the mobile hanging basket must be dismantled many times. , As a result, not only the construction efficiency is seriously affected, the degree of automation is low, but also for the cornice with too large inclination angle, the use of hanging basket construction cannot meet the construction requirements.

发明内容SUMMARY OF THE INVENTION

有鉴于此,本发明的目的在于提供一种大跨度网架檐口悬挂式自动移动施工平台,以解决现有技术中施工平台移动不便、且对于倾斜角度过大的檐口施工困难的问题,In view of this, the object of the present invention is to provide a large-span grid-frame cornice hanging type automatic mobile construction platform, to solve the problem that the construction platform in the prior art is inconvenient to move and difficult to construct the cornice with an excessive inclination angle,

为实现上述目的,本发明的一种大跨度网架檐口悬挂式自动移动施工平台所采用的技术方案是:In order to achieve the above object, the technical scheme adopted by the large-span grid cornice hanging type automatic mobile construction platform of the present invention is:

一种大跨度网架檐口悬挂式自动移动施工平台,包括:A large-span grid-frame cornice hanging type automatic mobile construction platform, comprising:

行走架:支撑在屋面钢骨架上;Walking frame: supported on the roof steel frame;

行走轮:固定在行走架的下方,用于与固定在屋面钢骨架上的轨道滑动配合;Walking wheel: fixed under the walking frame, used for sliding fit with the track fixed on the roof steel frame;

固定结构:固定结构的上部与操作平台可拆连接,固定结构的下端固定在屋面钢骨架上以实现行走架相对于轨道的固定;Fixed structure: the upper part of the fixed structure is detachably connected to the operating platform, and the lower end of the fixed structure is fixed on the roof steel frame to realize the fixing of the walking frame relative to the track;

配重块:设置在行走架的远离檐口的一端;Counterweight: set at the end of the walking frame away from the cornice;

施工平台:悬挂在行走架的位于檐口的一端;Construction platform: hanging on one end of the walking frame located at the cornice;

角度调节结构:设置在行走架与施工平台之间以实现施工平台相与行走架之间的角度调节;Angle adjustment structure: set between the walking frame and the construction platform to realize the angle adjustment between the construction platform and the walking frame;

通过调节角度调节结构调节施工平台与行走架之间的角度;拆除固定结构,行走架在配重块与施工平台的共同作用下保持平衡,使行走架沿着轨道移动时保持平衡。Adjust the angle between the construction platform and the walking frame by adjusting the angle adjustment structure; when the fixed structure is removed, the walking frame maintains a balance under the combined action of the counterweight and the construction platform, so that the walking frame maintains balance when moving along the track.

有益效果:第一,本发明的大跨度网架檐口悬挂式自动移动施工平台可以通过行走架与施工平台之间的角度调节结构实现施工平台与行走架之间的角度调节,对于倾斜角度较大的檐口处的施工也能够通过调节施工平台的角度来满足施工要求。Beneficial effects: First, the large-span grid frame cornice hanging type automatic mobile construction platform of the present invention can realize the angle adjustment between the construction platform and the walking frame through the angle adjustment structure between the walking frame and the construction platform. The construction at the cornice can also meet the construction requirements by adjusting the angle of the construction platform.

第二,在行走架的下方固定设置有行走轮,在屋面钢骨架上固定设置有与行走轮适配的轨道,当需要移动施工平台时,解除固定结构对行走架的固定,使行走架能够沿着轨道移动,从而带动施工平台进行移动。Second, a walking wheel is fixed under the walking frame, and a track adapted to the walking wheel is fixed on the roof steel frame. When the construction platform needs to be moved, the fixed structure of the walking frame is released, so that the walking frame can be Move along the track, thereby driving the construction platform to move.

进一步的,所述角度调节结构为固定在行走架位于檐口一端的万向盘,万向盘包括前后平行间隔设置的挡片,挡片包括用于与行走架固定连接的固定部和与固定部固定连接的调节部,调节部呈半圆形,在调节部的圆心处设置有铰接孔,在调节部的周向上间隔设置有至少两个圆孔,所述圆孔位于以调节部圆心为圆心的同一圆周上,所述施工平台的上端为铰接端,铰接端夹设在两挡片之间,铰接端开设有上下间隔设置的铰接孔和通孔,铰接孔与挡片上的铰接孔铰接连接以实现施工平台与行走架的铰接,通孔与不同的圆孔连接以实现施工平台与行走架之间的角度调节。Further, the angle adjustment structure is a universal disc fixed on one end of the eaves of the walking frame, and the universal disc includes baffles arranged in parallel and spaced at the front and rear, and the baffles include a fixing part for fixedly connecting with the walking frame and a fixing part. A fixedly connected adjustment part, the adjustment part is semicircular, a hinge hole is arranged at the center of the adjustment part, and at least two circular holes are arranged at intervals in the circumferential direction of the adjustment part, the circular holes are located at the center of the adjustment part as the center of the circle On the same circumference of the construction platform, the upper end of the construction platform is a hinged end, the hinged end is sandwiched between two baffles, the hinged end is provided with hinged holes and through holes arranged at an upper and lower interval, and the hinged hole is hinged with the hinged hole on the baffle. In order to realize the hinged connection between the construction platform and the walking frame, the through holes are connected with different round holes to realize the angle adjustment between the construction platform and the walking frame.

有益效果:第一,拔下通孔与调节孔之间的固定轴,将施工平台沿着铰接轴进行旋转,调节到位后,将铰接端的通孔与调节孔之间进行固定,实现了施工平台的角度调节,使施工平台能够方便操作工人对檐口进行施工;第二,万向盘包括前后平行间隔设置的挡片,支撑架上端的铰接端夹设在两挡片之间,使施工平台能够在两挡片之间进行转动。Beneficial effects: First, unplug the fixed shaft between the through hole and the adjustment hole, rotate the construction platform along the hinge shaft, and after the adjustment is in place, fix the through hole and the adjustment hole at the hinge end to realize the construction platform. The angle adjustment of the slats makes the construction platform convenient for operators to construct the cornice; secondly, the universal disc includes baffles arranged in parallel at the front and rear, and the hinged end of the upper end of the support frame is sandwiched between the two baffles, so that the construction platform can be Rotate between the two tabs.

进一步的,所述固定结构包括沿前后方向间隔设置的第一固定结构和第二固定结构,第一固定结构与第二固定结构相同,均包括沿上下方向延伸的第一固定杆和与第一固定杆可拆连接的第二固定杆,第一固定杆的上部开设有与一列间隔设置的模数孔,行走架上开设有与模数孔进行固定连接的穿孔,所述第二固定杆与第一固定杆垂直连接,第二固定杆的远离第一固定杆的一端固定设置有挡止部,挡止部、第二固定杆、第一固定杆形成U形结构,第二固定杆上沿其延伸方向设置有成对设置的固定孔,固定孔设置有至少两对以方便实现第二固定杆相对于第一固定杆的调节。Further, the fixing structure includes a first fixing structure and a second fixing structure spaced along the front-rear direction. The first fixing structure is the same as the second fixing structure, and both include a first fixing rod extending in the up-down direction and a second fixing structure. The second fixing rod is detachably connected to the fixing rod. The upper part of the first fixing rod is provided with a modular hole arranged at intervals with a row, and the walking frame is provided with a perforation for fixed connection with the modular hole. The first fixing rod is vertically connected, and the end of the second fixing rod away from the first fixing rod is fixedly provided with a stop part, the stop part, the second fixing rod and the first fixing rod form a U-shaped structure, and the upper edge of the second fixing rod is A pair of fixing holes are arranged in the extending direction thereof, and at least two pairs of fixing holes are arranged to facilitate the adjustment of the second fixing rod relative to the first fixing rod.

有益效果:第一,通过第一固定结构和第二固定结构将行走架钩挂在屋面钢骨架上实现了行走架在轨道上的固定;第二,第二固定杆的上横杆上开设有一列连接孔,能够根据屋面钢骨架的距离调整U型结构之间的距离;第三,第一固定杆的上部开设有一列间隔设置的模数孔,可以根据屋面钢骨架在上下方向的高度调节第二固定杆在第一固定杆上的固定位置,保证第二固定杆的U形结构能够钩挂屋面钢骨架Beneficial effects: firstly, the walking frame is hooked on the roof steel frame through the first fixing structure and the second fixing structure to realize the fixing of the walking frame on the track; secondly, there is a The row of connecting holes can adjust the distance between the U-shaped structures according to the distance of the roof steel frame; thirdly, a row of spaced modular holes is provided on the upper part of the first fixing rod, which can be adjusted according to the height of the roof steel frame in the up and down direction. The fixed position of the second fixing rod on the first fixing rod ensures that the U-shaped structure of the second fixing rod can be hooked to the roof steel frame

所述施工平台包括第一平台、设置在第一平台下方的第二平台、插接在第一平台与第二平台之间的插芯,所述第一平台的下部间隔开设有一列第一插接孔,所述第二支撑架的上部间隔开设有一列第二插接孔,所述插芯的上部开设有与第一插接孔插接适配的第一适配孔,插芯的下部开设有与第二插接孔插接适配的第二适配孔。The construction platform includes a first platform, a second platform disposed below the first platform, and a ferrule inserted between the first platform and the second platform, and a row of first inserts is spaced at the lower part of the first platform. The upper part of the second support frame is provided with a row of second insertion holes, the upper part of the ferrule is provided with a first adapter hole that is inserted into the first insertion hole, and the lower part of the ferrule is provided with a first adapter hole. A second fitting hole that is inserted and fitted with the second insertion hole is opened.

有益效果:方便实现施工平台在高度上的调节,增加施工平台在上下方向上的使用范围,使施工平台能够满足不同高度的施工。Beneficial effects: it is convenient to realize the height adjustment of the construction platform, increase the use range of the construction platform in the up-down direction, and enable the construction platform to meet the construction of different heights.

进一步的,所述第一平台包括四根呈矩形分布的立杆以及可拆固定在立杆下部的第一平面,所述第一插接孔开设在第一平台的立杆的上部,所述第二平台包括四根呈矩形分布的立杆以及可拆固定在立杆下部的第二平面,第二插接孔开设在第二平台的立杆的下部。Further, the first platform includes four vertical poles distributed in a rectangular shape and a first plane detachably fixed on the lower part of the vertical poles, the first insertion hole is opened on the upper part of the vertical pole of the first platform, and the The second platform includes four vertical poles distributed in a rectangular shape and a second plane detachably fixed on the lower part of the vertical poles, and the second insertion hole is opened at the lower part of the vertical pole of the second platform.

有益效果:使第一平台与第二平台具有较强的结构稳定性。Beneficial effects: the first platform and the second platform have strong structural stability.

进一步的,沿第一平台的立杆延伸方向间隔设置有矩形框,矩形框与第一平台的每根立杆焊接固定;沿第二平台的立杆延伸方向间隔设置有矩形框,矩形框与第二平台的每根立杆焊接固定。Further, rectangular frames are arranged at intervals along the extending direction of the vertical poles of the first platform, and the rectangular frames are welded and fixed to each vertical pole of the first platform; rectangular frames are arranged at intervals along the extending direction of the vertical poles of the second platform. Each pole of the two platforms is welded and fixed.

有益效果:进一步增加第一平台与第二平台的结构强度,不仅如此,矩形框的设置还相当于在第一平台与第二平台上设置了栏杆,增加了第一平台与第二平台的安全防护,保证操作工人的人身安全。Beneficial effect: further increase the structural strength of the first platform and the second platform, not only that, the setting of the rectangular frame is also equivalent to arranging railings on the first platform and the second platform, which increases the safety of the first platform and the second platform Protection to ensure the personal safety of operators.

所述第一平面包括平行间隔设置的调节杆以及固定在两调节杆之间的连接杆,调节杆与连接杆形成矩形框,矩形框上固定有平板,所述调节杆的一端与立杆铰接连接,调节杆的另一端开设有间隔设置的调节孔,调节孔与立柱上的第一插接孔配合以实现第一平台倾斜角度的调节,第二平台的结构与第一平台结构相同。The first plane includes an adjusting rod arranged in parallel and spaced apart and a connecting rod fixed between the two adjusting rods. The adjusting rod and the connecting rod form a rectangular frame, a flat plate is fixed on the rectangular frame, and one end of the adjusting rod is hinged with the vertical rod. The other end of the adjustment rod is provided with adjustment holes arranged at intervals, and the adjustment holes cooperate with the first insertion holes on the column to realize the adjustment of the inclination angle of the first platform. The structure of the second platform is the same as that of the first platform.

有益效果:当施工平台相对于行走架有一定倾斜角度时,能够调整第一平面与第二平面相对于施工平台的角度,使第一平面与第二平面保持水平,方便操作工人的站立。Beneficial effects: When the construction platform has a certain inclination angle relative to the walking frame, the angles of the first plane and the second plane relative to the construction platform can be adjusted to keep the first plane and the second plane horizontal, which is convenient for operators to stand.

所述行走架包括两根平行间隔设置的边杆以及垂直固定在两边杆之间的中间杆,中间杆平行间隔设置,所述行走轮固定在行走架的边杆中心的偏向配重块的一侧。The walking frame includes two side bars arranged at parallel intervals and a middle bar vertically fixed between the two side bars, the middle bars are arranged at parallel intervals, and the walking wheel is fixed on one of the biased counterweight blocks in the center of the side bars of the walking frame. side.

有益效果:第一,行走架具有较强的结构稳定性;第二,能够使行走架的行走轮支撑在对屋面钢骨架的距离檐口较远的位置,使屋面钢骨架对行走架形成更加稳定的支撑。Beneficial effects: first, the walking frame has strong structural stability; second, the walking wheel of the walking frame can be supported at a position far from the cornice to the roof steel frame, so that the roof steel frame is more stable to the walking frame. support.

进一步的,所述行走架用于放置配重块的一端的相邻两根中间杆之间固定设置有承重杆,所述承重杆与中间杆垂直固定连接。Further, a load-bearing rod is fixedly arranged between two adjacent intermediate rods at one end of the walking frame for placing the counterweight block, and the load-bearing rod is vertically and fixedly connected to the intermediate rod.

有益效果:增加配重块的放置稳定性。Beneficial effect: increase the placement stability of the counterweight.

附图说明Description of drawings

图1是本发明的一种大跨度网架檐口悬挂式自动移动施工平台的结构示意图;Fig. 1 is the structural representation of a kind of large-span network frame cornice hanging type automatic mobile construction platform of the present invention;

图2是图1中一种大跨度网架檐口悬挂式自动移动施工平台的主视图;Fig. 2 is the front view of a kind of large-span network frame cornice hanging type automatic mobile construction platform in Fig. 1;

图3是图1中一种大跨度网架檐口悬挂式自动移动施工平台的施工平台的侧视图;Fig. 3 is the side view of the construction platform of a kind of large-span grid cornice hanging automatic mobile construction platform in Fig. 1;

图4是图1中一种大跨度网架檐口悬挂式自动移动施工平台的行走架的俯视图;Fig. 4 is the top view of the walking frame of a kind of large-span network frame cornice hanging automatic mobile construction platform in Fig. 1;

图5是图1中一种大跨度网架檐口悬挂式自动移动施工平台的角度调节结构的局部放大图;Fig. 5 is the partial enlarged view of the angle adjustment structure of a kind of large-span network frame cornice hanging type automatic mobile construction platform in Fig. 1;

图6是图1中一种大跨度网架檐口悬挂式自动移动施工平台的局部放大图;Fig. 6 is the partial enlarged view of a kind of large-span network frame cornice hanging type automatic mobile construction platform in Fig. 1;

图7是图1中一种大跨度网架檐口悬挂式自动移动施工平台的固定结构的放大图。FIG. 7 is an enlarged view of the fixed structure of a large-span grid-frame cornice-suspended automatic mobile construction platform in FIG. 1 .

附图标记:1-行走架;2-第一平台;3-第二平台;4-万向盘;5-配重块;6-屋面钢骨架;7-轨道;8-行走轮;9-第一固定杆;10-第一插接孔;11-调节杆;12-调节孔;13-矩形框;14-立杆;15-插芯;16-连接杆;17-边杆;18-中间杆;19-承重杆;20-铰接轴;21-固定部;22-调节部;23-圆孔;24-模数孔;25-第二固定杆;26-挡止部;27-固定孔。Reference numerals: 1-walking frame; 2-first platform; 3-second platform; 4-universal disc; 5-counterweight block; 6-roof steel frame; 7-track; 8-travel wheel; 9- 1st fixed rod; 10-first insertion hole; 11-adjustment rod; 12-adjustment hole; 13-rectangular frame; 14-vertical rod; 15-ferrule; 16-connecting rod; 17-side rod; 18- Intermediate rod; 19-bearing rod; 20-hinge shaft; 21-fixed part; 22-adjustment part; 23-round hole; 24-modular hole; 25-second fixed rod; 26-stop part; 27-fixed hole.

具体实施方式Detailed ways

下面结合附图及具体实施方式对本发明的一种大跨度网架檐口悬挂式自动移动施工平台的具体实施例作进一步详细描述:Below in conjunction with the accompanying drawings and specific embodiments, a specific embodiment of a large-span grid-frame cornice hanging type automatic mobile construction platform of the present invention is described in further detail:

本发明的一种大跨度网架檐口悬挂式自动移动施工平台的结构如图1所示,包括支撑在屋面钢骨架6上的行走架1,行走架1的下方固定设置有行走轮8,屋面钢骨架6上固定设置有轨道7,行走架1上的行走轮8与轨道7滑动配合;行走架1上还设置有固定结构,固定结构的上部与操作平台可拆连接,固定结构的下端固定在屋面钢骨架6上以实现行走架1相对于轨道7的固定。在行走架1的朝向檐口的一端悬挂设置有施工平台,在行走的远离檐口的一端固定设置有配重块5,在配重块5与施工平台的共同作用下能够使行走架1保持平衡,以使行走架1在沿着轨道7移动时保持平衡;在行走架1与施工平台之间设置有角度调节结构,角度调节结构能够实现施工平台相对于行走架1的角度调节,以使施工平台的角度便于工人施工。The structure of a large-span grid-frame cornice-suspended automatic mobile construction platform of the present invention is shown in Figure 1, including a walking frame 1 supported on a roof steel frame 6, and a walking wheel 8 is fixed below the walking frame 1. A rail 7 is fixed on the steel frame 6, and the walking wheel 8 on the walking frame 1 is slidingly matched with the rail 7; the walking frame 1 is also provided with a fixed structure, the upper part of the fixed structure is detachably connected with the operating platform, and the lower end of the fixed structure is fixed On the roof steel frame 6 to realize the fixing of the walking frame 1 relative to the track 7 . A construction platform is suspended on one end of the walking frame 1 facing the cornice, and a counterweight 5 is fixed at the end of the walking frame away from the cornice. The walking frame 1 can be kept in balance under the combined action of the counterweight 5 and the construction platform. In order to keep the walking frame 1 in balance when moving along the track 7; an angle adjustment structure is arranged between the walking frame 1 and the construction platform, and the angle adjustment structure can realize the angle adjustment of the construction platform relative to the walking frame 1, so that the construction platform can be adjusted. The angle is convenient for workers to construct.

具体的,如图1和图5所示,角度调节结构为固定在行走架1位于檐口一端的万向盘4,万向盘4包括前后平行间隔设置的挡片,挡片包括与行走架1固定连接的固定部21和调节部22,调节部22呈半圆形且与固定部21一体成型,在调节部22的圆心位置设置有铰接孔,在调节部22的周向上间隔设置有多个圆孔23,圆孔23位于以调节部22圆心为圆心的同一圆周上,施工平台的上端为铰接端,铰接端加设在两个挡片之间,铰接端上开设有上下间隔设置的铰接孔和通孔,铰接端的铰接孔与挡片上的铰接孔之间穿设有铰接轴20,以实现施工平台与行走架1之间的铰接;当需要调节施工平台相对于行走架1之间的角度时,绕铰接轴20旋转施工平台,也即,使施工平台的铰接端沿着两挡片之间的间隙旋转,当施工平移台铰接端上的通孔与不同的圆孔23对准并用螺栓固定时,就能够实现施工平台与行走架1之间的夹角大小的调节,方便施工平台满足不同倾斜角度的檐口的施工。Specifically, as shown in FIGS. 1 and 5 , the angle adjustment structure is a gimbal 4 that is fixed on the walking frame 1 and located at one end of the cornice. The gimbal 4 includes a front and rear parallel and spaced baffles, and the baffles are connected to the walking frame 1 The fixed part 21 and the adjusting part 22 are fixedly connected, the adjusting part 22 is semicircular and integrally formed with the fixed part 21 , a hinge hole is provided at the center of the adjusting part 22 , and a plurality of adjusting parts are arranged at intervals in the circumferential direction of the adjusting part 22 The circular hole 23, the circular hole 23 is located on the same circumference with the center of the adjustment part 22 as the center of the circle, the upper end of the construction platform is the hinged end, the hinged end is added between the two baffles, and the hinged end is provided with upper and lower intervals. A hinge shaft 20 is pierced between the hinge hole of the hinge end and the hinge hole on the blocking plate, so as to realize the hinge connection between the construction platform and the walking frame 1; At the angle, rotate the construction platform around the hinge shaft 20, that is, make the hinge end of the construction platform rotate along the gap between the two baffles, when the through hole on the hinge end of the construction translation platform is aligned with the different round holes 23 and used When the bolts are fixed, the angle between the construction platform and the walking frame 1 can be adjusted, which is convenient for the construction platform to meet the construction of cornices with different inclination angles.

施工平台的结构如图1、图2、图3、图6所示,施工平台包括第一平台2、设置在第一平台2下方的第二平台3、插接在第一平台2与第二平台3之间的插芯15,第一平台2包括四根呈矩形分布的立杆14以及可拆固定在立杆14下部的第一平面,第一平台2的立杆14的下部沿其延伸方向开设有一列间隔设置的第一插接孔10,沿第一平台2的立杆14延伸方向间隔设置有矩形框13,矩形框13与第一平台2的每根立杆14焊接固定,本实施例中,立杆14为空心杆。第二平台3的结构与第一平台2的结构相同,第二平台3的立杆14上部沿其延伸方向开设有间隔设置的两个通孔。插芯15的上部开设有与第一插接孔10插接适配的第一适配孔,插芯15的下部开设有与第二插接孔插接适配的第二适配孔;使用时,插芯15的上端插入第一平台2的立杆14的下部,插芯15的第一适配孔与立杆14的第一插接孔10用固定螺栓固定连接,插芯15的下端插入第二平台3的立杆14的上部,插芯15的第二适配孔与立杆14的第二插接孔用固定螺栓固定连接。当需要调节第二平台3与第一平台2之间的距离时,将插芯15的上端与第一平台2之间的固定螺栓拆下,向下移动第二平台3和插芯15,使插芯15的上端向下移动再用固定螺栓固定连接。The structure of the construction platform is shown in Figure 1, Figure 2, Figure 3, Figure 6. The construction platform includes a first platform 2, a second platform 3 arranged under the first platform 2, and a second platform 3 inserted between the first platform 2 and the second platform. The ferrule 15 between the platforms 3, the first platform 2 includes four vertical poles 14 distributed in a rectangular shape and a first plane detachably fixed on the lower part of the vertical poles 14, the lower part of the vertical pole 14 of the first platform 2 extends along it There is a row of first socket holes 10 arranged at intervals in the direction, and rectangular frames 13 are arranged at intervals along the extending direction of the vertical rods 14 of the first platform 2. The rectangular frames 13 are welded and fixed to each vertical rod 14 of the first platform 2. This embodiment In the example, the upright rod 14 is a hollow rod. The structure of the second platform 3 is the same as that of the first platform 2 , and the upper part of the vertical rod 14 of the second platform 3 is provided with two through holes arranged at intervals along the extending direction thereof. The upper part of the ferrule 15 is provided with a first fitting hole that is plugged and fitted with the first plug hole 10, and the lower part of the ferrule 15 is provided with a second fitting hole that is plugged and fitted with the second plug hole; use When the upper end of the ferrule 15 is inserted into the lower part of the vertical rod 14 of the first platform 2, the first fitting hole of the Inserted into the upper part of the vertical rod 14 of the second platform 3 , the second fitting hole of the ferrule 15 is fixedly connected with the second insertion hole of the vertical rod 14 by fixing bolts. When the distance between the second platform 3 and the first platform 2 needs to be adjusted, remove the fixing bolts between the upper end of the ferrule 15 and the first platform 2, and move the second platform 3 and the ferrule 15 downward to make the The upper end of the ferrule 15 moves downward and is then fixedly connected with a fixing bolt.

第一平面的结构如图1和图2所示,第一平面包括平行间隔设置的调节杆11以及固定在两调节杆11之间的连接杆16,调节杆11与连接杆16形成矩形框,矩形框上固定设置有平板。第一平面的调节杆11的一端与立杆14下部的插接孔铰接连接,调节杆11的另一端沿其延伸方向开设有间隔设置的调节孔12,调节孔12与立柱上的插接孔通过螺栓固定连接,当不同的调节孔12与不同的插接孔固定连接时,能够实现第一平面相对于第一平台2的立杆14的倾斜角度的调节,从而在施工平台倾斜设置时,施工平台上的第一平面与第二平面依然能够保持水平设置,从而方便操作工人稳定的站立在第一平面或第二平面上。The structure of the first plane is shown in Figures 1 and 2. The first plane includes adjusting rods 11 arranged in parallel and spaced apart and a connecting rod 16 fixed between the two adjusting rods 11. The adjusting rod 11 and the connecting rod 16 form a rectangular frame, A flat plate is fixed on the rectangular frame. One end of the adjusting rod 11 of the first plane is hingedly connected with the insertion hole at the lower part of the vertical rod 14, and the other end of the adjusting rod 11 is provided with spaced adjusting holes 12 along the extending direction thereof. Through the bolted connection, when different adjustment holes 12 are fixedly connected with different insertion holes, the adjustment of the inclination angle of the first plane relative to the vertical rod 14 of the first platform 2 can be realized, so that when the construction platform is inclined, The first plane and the second plane on the construction platform can still be set horizontally, so that it is convenient for the operator to stand stably on the first plane or the second plane.

本实施例中,第二平台3的第二平面与第一平台2的第一平面的结构设置相同,在此不再赘述。In this embodiment, the second plane of the second platform 3 and the first plane of the first platform 2 have the same structure and arrangement, which will not be repeated here.

行走架1的结构如图1和图4所示,行走架1包括两根平行间隔设置的边杆17以及垂直固定在两边杆17之间的中间杆18,中间杆18设置有多根,且多根中间杆18平行间隔设置。行走架1的用于放置配重块5的一端的相邻两根中间杆18之间固定设置有承重杆19,承重杆19与中间杆18垂直固定连接。承重杆19开设有在上下方向上贯穿承重杆19的通孔,通过该通孔在行走架1上固定设置定位杆,定位杆与行走架1的边杆17垂直设置,定位杆穿过配重块5上的穿孔,以将配重块5定位在定位杆上。本实施例中,行走轮8固定在行走架1的边杆17的中心片配重块5的一侧。The structure of the walking frame 1 is shown in Figures 1 and 4. The walking frame 1 includes two side bars 17 arranged in parallel and spaced apart, and a middle bar 18 fixed vertically between the two side bars 17. The middle bar 18 is provided with a plurality of, and A plurality of intermediate rods 18 are arranged in parallel and spaced apart. A load-bearing rod 19 is fixedly disposed between two adjacent intermediate rods 18 at one end of the walking frame 1 for placing the counterweight 5 , and the load-bearing rod 19 is vertically and fixedly connected to the intermediate rod 18 . The load-bearing rod 19 is provided with a through hole that penetrates the load-bearing rod 19 in the up-down direction, through which a positioning rod is fixedly arranged on the walking frame 1, the positioning rod is perpendicular to the side rod 17 of the walking frame 1, and the positioning rod passes through the counterweight Perforations in block 5 to position counterweight 5 on the positioning rod. In this embodiment, the traveling wheel 8 is fixed on one side of the center piece counterweight 5 of the side bar 17 of the traveling frame 1 .

固定结构如图1和图7所示,包括沿前后方向间隔设置的第一固定结构和第二固定结构,第一固定结构与第二固定结构结构相同,均包括沿上下方向延伸的第一固定杆9和与第一固定杆9可拆连接的第二固定杆25,第一固定杆9的上部开设有一列间隔设置的模数孔24,行走架1上开设有与模数进行固定连接的穿孔,第二固定杆25与第一固定杆9垂直连接,第二固定杆25的远离第一固定杆9的一端固定设置有挡止部26,挡止部26、第二固定杆25、第一固定杆9形成U形结构,第一固结构的U形结构与第二固定结构的U形结构的开口相对设置,以实现第一固定结构与第二固定结构与屋面钢骨架6的钩挂,当第一固定结构与第二固定结构形成钩挂时,第一固定杆9与屋面钢骨架6挡止配合,将行走架固定在轨道7上的某一位置。As shown in Figures 1 and 7, the fixing structure includes a first fixing structure and a second fixing structure spaced along the front-rear direction. The first fixing structure is the same as the second fixing structure, and both include a first fixing structure extending in the up-down direction. The rod 9 and the second fixed rod 25 detachably connected with the first fixed rod 9, the upper part of the first fixed rod 9 is provided with a row of modular holes 24 arranged at intervals, and the walking frame 1 is provided with a fixed connection with the modular The second fixing rod 25 is vertically connected with the first fixing rod 9, and the end of the second fixing rod 25 away from the first fixing rod 9 is fixedly provided with a stopper 26. The stopper 26, the second fixing rod 25, the first fixing rod 9 A fixing rod 9 forms a U-shaped structure, and the U-shaped structure of the first fixing structure and the opening of the U-shaped structure of the second fixing structure are arranged opposite to each other, so as to realize the hooking of the first fixing structure and the second fixing structure to the roof steel frame 6 , when the first fixing structure and the second fixing structure form a hook, the first fixing rod 9 stops and cooperates with the roof steel frame 6 to fix the walking frame on a certain position on the track 7 .

固定结构的第二固定杆25沿其延伸方向设置有成对设置的多对固定孔27,固定孔27的设置能够方便实现第二固定杆25相对于第一固定杆9之间的宽度的调节,这样如果屋面钢骨架6的宽度较大,固定结构的U形结构也能够与屋面钢骨架6进行钩挂。第一固定杆9上设置的模数孔24能够使第二固定杆25与屋面钢骨架6之间的距离调节,这样如果屋面钢骨架6的高度较高,固定结构的U形结构也能够与屋面钢骨架6进行钩挂。The second fixing rod 25 of the fixing structure is provided with a plurality of pairs of fixing holes 27 arranged in pairs along its extending direction. The setting of the fixing holes 27 can facilitate the adjustment of the width of the second fixing rod 25 relative to the first fixing rod 9 In this way, if the width of the roof steel frame 6 is large, the U-shaped structure of the fixed structure can also be hooked to the roof steel frame 6 . The modular hole 24 provided on the first fixing rod 9 can adjust the distance between the second fixing rod 25 and the roof steel frame 6, so that if the height of the roof steel frame 6 is high, the U-shaped structure of the fixing structure can also The roof steel frame 6 is hooked.

使用时,用固定结构将行走架1相对于屋面钢骨架6固定连接,从而使行走架1在轨道7的某一位置固定,根据檐口的倾斜角度调节施工平台与行走架1之间的夹角,并且调节施工平台的第一平台2上的第一平面的倾斜角度和第二平台3上的第二平面的倾斜角度,是第一平面与第二平面均保持水平状态,使施工平台能够满足倾斜角度较大的檐口处的施工需求,即使施工平台倾斜设置,施工平台上的第一平面与第二平面依然保持水平设置。当完成该段檐口的施工时,解除固定结构对行走架1的固定,在配种块与施工平台的共同作用下,行走架1保持平衡,移动行走架1,行走架1带着施工平台移动,当到达下一个施工位置时,用固定结构将行走架1进行再次固定,然后进行该位置的檐口处的施工。When in use, the walking frame 1 is fixedly connected to the roof steel frame 6 with a fixed structure, so that the walking frame 1 is fixed at a certain position of the track 7, and the angle between the construction platform and the walking frame 1 is adjusted according to the inclination angle of the cornice. , and adjust the inclination angle of the first plane on the first platform 2 of the construction platform and the inclination angle of the second plane on the second platform 3, so that the first plane and the second plane are both kept horizontal, so that the construction platform can meet the For the construction requirements at the cornice with a large inclination angle, even if the construction platform is inclined, the first plane and the second plane on the construction platform are still set horizontally. When the construction of this section of cornice is completed, the fixed structure to the walking frame 1 is released. Under the joint action of the breeding block and the construction platform, the walking frame 1 keeps its balance, moves the walking frame 1, and the walking frame 1 moves with the construction platform. When reaching the next construction position, the running frame 1 is fixed again with the fixing structure, and then the construction at the cornice of this position is carried out.

上述实施例中,所述角度调节结构为固定在行走架位于檐口一端的万向盘,万向盘包括前后平行间隔设置的挡片,挡片包括用于与行走架固定连接的固定部和与固定部固定连接的调节部,调节部呈半圆形,在调节部的圆心处设置有铰接孔,在调节部的周向上间隔设置有至少两个调节孔,所述调节孔位于以调节部圆心为圆心的同一圆周上,所述施工平台的上端为铰接端,铰接端夹设在两挡片之间,铰接端开设有上下间隔设置的铰接孔和通孔,铰接孔与挡片上的铰接孔铰接连接以实现施工平台与行走架的铰接,通孔与不同的调节孔连接以实现施工平台与行走架之间的角度调节;其他实施例中,万向盘还可以为一个挡片构成,挡片包括用于与行走架固定连接的固定部和与固定部固定连接的调节部,调节部呈半圆形,在调节部的圆心处设置有铰接孔,在调节部的周向上间隔设置有至少两个调节孔,所述调节孔位于以调节部圆心为圆心的同一圆周上。In the above-mentioned embodiment, the angle adjustment structure is a gimbal fixed on one end of the walking frame at one end of the cornice. The gimbal includes a back and forth parallel and spaced baffles, and the baffle includes a fixed portion for fixedly connecting with the walking frame and a An adjustment part to which the fixed part is fixedly connected, the adjustment part is in the shape of a semicircle, a hinge hole is arranged at the center of the adjustment part, and at least two adjustment holes are arranged at intervals in the circumferential direction of the adjustment part, and the adjustment holes are located at the center of the adjustment part. On the same circumference as the center of the circle, the upper end of the construction platform is a hinged end, the hinged end is sandwiched between two baffles, and the hinged end is provided with a hinged hole and a through hole arranged at an upper and lower interval, and the hinged hole and the hinged hole on the baffle. The hinged connection is used to realize the hinged connection between the construction platform and the walking frame, and the through hole is connected with different adjustment holes to realize the angle adjustment between the construction platform and the walking frame; The sheet includes a fixed part for fixed connection with the walking frame and an adjustment part fixedly connected with the fixed part, the adjustment part is semicircular, a hinge hole is arranged at the center of the adjustment part, and at least Two adjustment holes, the adjustment holes are located on the same circumference with the center of the adjustment part as the center of the circle.

上述实施例中,所述固定结构包括沿前后方向间隔设置的第一固定结构和第二固定结构,第一固定结构与第二固定结构相同,均包括沿上下方向延伸的第一固定杆和与第一固定杆可拆连接的第二固定杆,其他实施例中,固定结构还可以呈L状的结构,也即在第一固定杆和第二固定杆上均不设置固定孔,此时要求屋面钢骨架的结构标准以及骨架之间的距离标准。In the above embodiment, the fixing structure includes a first fixing structure and a second fixing structure spaced along the front-rear direction. The first fixing structure is the same as the second fixing structure, and both include a first fixing rod extending in the up-down direction and a second fixing structure. The first fixing rod is detachably connected to the second fixing rod. In other embodiments, the fixing structure can also be an L-shaped structure, that is, neither the first fixing rod nor the second fixing rod is provided with fixing holes. In this case, it is required to Structural standards for roof steel framing and distance standards between framings.

上述实施例中,所述施工平台包括第一平台、设置在第一平台下方的第二平台、插接在第一平台与第二平台之间的插芯;其他实施例中,施工平台还可以仅包括第一平台。In the above embodiment, the construction platform includes a first platform, a second platform disposed below the first platform, and a ferrule inserted between the first platform and the second platform; in other embodiments, the construction platform may also Only the first platform is included.

上述实施例中,所述第一平面包括平行间隔设置的调节杆以及固定在两调节杆之间的连接杆,调节杆与连接杆形成矩形框,矩形框上固定有平板,所述调节杆的一端与立杆铰接连接,调节杆的另一端开设有间隔设置的调节孔,调节孔与立柱上的第一插接孔配合以实现第一平台倾斜角度的调节,第二平台的结构与第一平台结构相同;其他实施例中,第一平面与第二平面还可以为相对于立柱固定设置的平台,当施工平台倾斜设置时,第一平面与第二平面也倾斜设置。In the above embodiment, the first plane includes adjustment rods arranged at intervals in parallel and a connecting rod fixed between the two adjustment rods. The adjustment rod and the connecting rod form a rectangular frame, and a flat plate is fixed on the rectangular frame. One end is hingedly connected with the vertical rod, and the other end of the adjusting rod is provided with adjustment holes arranged at intervals, and the adjustment holes cooperate with the first insertion holes on the vertical column to realize the adjustment of the inclination angle of the first platform. The platform structure is the same; in other embodiments, the first plane and the second plane can also be platforms fixedly arranged relative to the uprights, and when the construction platform is inclined, the first plane and the second plane are also inclined.

上述实施例中,所述行走架包括两根平行间隔设置的边杆以及垂直固定在两边杆之间的中间杆,中间杆平行间隔设置,所述行走轮固定在行走架的边杆中心的偏向配重块的一侧;其他实施例中,中间杆还可以不平行设置;或者行走轮位于行走架的边杆的中心的两侧。In the above-described embodiment, the walking frame includes two side bars arranged at parallel intervals and a middle bar that is vertically fixed between the two side bars, the middle bars are arranged at parallel intervals, and the walking wheels are fixed at the deflection of the center of the side bars of the walking frame. One side of the counterweight; in other embodiments, the middle bars may not be arranged in parallel; or the traveling wheels are located on both sides of the center of the side bars of the traveling frame.

上述实施例中,所述行走架用于放置配重块的一端的相邻两根中间杆之间固定设置有承重杆,所述承重杆与中间杆垂直固定连接;其他实施例中,还可以不设置承重杆,此时直接将承重块固定在行走架的远离檐口的一端。In the above embodiment, a load-bearing rod is fixedly arranged between two adjacent intermediate rods at one end of the walking frame for placing the counterweight block, and the load-bearing rod is vertically and fixedly connected to the intermediate rod; in other embodiments, it can also be No load-bearing rod is provided, and the load-bearing block is directly fixed at the end of the walking frame away from the cornice.

Claims (9)

1. The utility model provides a large-span rack eaves mouth suspension type automatic movement construction platform, characterized by includes:
a walking frame: supported on the steel skeleton of the roof;
the traveling wheels: the track is fixed below the walking frame and is used for being in sliding fit with a track fixed on a steel skeleton of the roof;
the fixing structure comprises: the upper part of the fixed structure is detachably connected with the operating platform, and the lower end of the fixed structure is fixed on the roof steel framework to fix the walking frame relative to the track;
a balancing weight: the walking frame is arranged at one end of the walking frame far away from the cornice;
a construction platform: hanging at one end of the walking frame at the cornice;
the angle adjusting structure is as follows: the angle adjusting device is arranged between the walking frame and the construction platform to realize the angle adjustment between the construction platform and the walking frame;
adjusting the angle between the construction platform and the walking frame through the angle adjusting structure; and (3) dismantling the fixed structure, keeping the walking frame balanced under the combined action of the balancing weight and the construction platform, and keeping the walking frame balanced when moving along the track.
2. The large-span net rack cornice suspended self-moving construction platform as claimed in claim 1, the angle adjusting structure is a universal disc fixed at one end of the walking frame at the cornice, the universal disc comprises separation blades which are arranged in parallel at intervals in the front and the back, each separation blade comprises a fixed part fixedly connected with the walking frame and an adjusting part fixedly connected with the fixed part, the adjusting part is in a semicircular shape, a hinge hole is arranged at the center of the adjusting part, at least two round holes are arranged at intervals in the circumferential direction of the adjusting part, the round hole is located the same circumference that uses the regulation department centre of a circle as the centre of a circle, construction platform's upper end is the hinged end, and the hinged end clamp is established between two separation blades, and the hinged end sets up hinge hole and the through-hole of interval setting from top to bottom, and the hinge hole is connected in order to realize the articulated of construction platform and walking frame with the hinged hole on the separation blade is articulated, and the through-hole is connected in order to realize the angle modulation between construction platform and the walking frame with the round hole of difference.
3. The large-span net rack cornice suspended self-moving construction platform according to claim 1 or 2, it is characterized in that the fixing structure comprises a first fixing structure and a second fixing structure which are arranged at intervals along the front-back direction, the first fixing structure and the second fixing structure are the same and respectively comprise a first fixing rod extending along the up-down direction and a second fixing rod detachably connected with the first fixing rod, the upper part of the first fixing rod is provided with a row of module holes arranged at intervals, the walking frame is provided with through holes fixedly connected with the module holes, the second fixing rod is perpendicularly connected with the first fixing rod, a blocking portion is fixedly arranged at one end, far away from the first fixing rod, of the second fixing rod, the blocking portion, the second fixing rod and the first fixing rod form a U-shaped structure, fixing holes which are arranged in pairs are formed in the second fixing rod along the extending direction of the second fixing rod, and at least two pairs of fixing holes are formed in the fixing holes so as to conveniently achieve adjustment of the second fixing rod relative to the first fixing rod.
4. The large-span net rack cornice suspended type self-moving construction platform as claimed in claim 1 or 2, wherein the construction platform comprises a first platform, a second platform arranged below the first platform, and a core insert inserted between the first platform and the second platform, a row of first insertion holes are formed at intervals on the lower part of the first platform, a row of second insertion holes are formed at intervals on the upper part of the second support frame, a first adapting hole adapted to the first insertion hole in an insertion manner is formed on the upper part of the core insert, and a second adapting hole adapted to the second insertion hole in an insertion manner is formed on the lower part of the core insert.
5. The large-span net rack cornice suspended type self-moving construction platform as claimed in claim 4, wherein the first platform comprises four upright posts distributed in a rectangular shape and a first plane detachably fixed at lower parts of the upright posts, the first insertion holes are formed at upper parts of the upright posts of the first platform, the second platform comprises four upright posts distributed in a rectangular shape and a second plane detachably fixed at lower parts of the upright posts, and the second insertion holes are formed at lower parts of the upright posts of the second platform.
6. The large-span net rack cornice suspended type self-moving construction platform as claimed in claim 5, wherein rectangular frames are arranged at intervals along the extending direction of the vertical rods of the first platform, and the rectangular frames are welded and fixed with each vertical rod of the first platform; rectangular frames are arranged at intervals along the extension direction of the vertical rods of the second platform, and the rectangular frames are welded and fixed with each vertical rod of the second platform.
7. The large-span net rack cornice suspended type self-moving construction platform as claimed in claim 4, wherein the first platform comprises adjusting rods arranged in parallel at intervals and connecting rods fixed between the two adjusting rods, the adjusting rods and the connecting rods form a rectangular frame, a flat plate is fixed on the rectangular frame, one end of each adjusting rod is hinged to a vertical rod, the other end of each adjusting rod is provided with adjusting holes arranged at intervals, the adjusting holes are matched with the first inserting holes in the upright columns to realize the adjustment of the inclination angle of the first platform, and the second platform has the same structure as the first platform.
8. The large-span net rack cornice suspended type self-moving construction platform as claimed in claim 1 or 2, wherein the walking frame comprises two parallel side rods arranged at intervals and a middle rod vertically fixed between the two side rods, the middle rod is arranged at intervals in parallel, and the walking wheel is fixed at one side of the center of the side rod of the walking frame, which is deviated to the counterweight block.
9. The large-span net rack cornice suspended type self-moving construction platform as claimed in claim 8, wherein a bearing rod is fixedly arranged between two adjacent intermediate rods at one end of the walking frame for placing the balancing weight, and the bearing rod is vertically and fixedly connected with the intermediate rods.
CN202010308523.8A 2020-04-18 2020-04-18 Large-span net rack eaves mouth suspension type automatic movement construction platform Pending CN111335615A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114197847A (en) * 2021-11-25 2022-03-18 中建八局第二建设有限公司 Construction method of assembled roof cornice modeling curtain wall
US20220306224A1 (en) * 2021-03-25 2022-09-29 Safesmart Llc Trailer Safety Rail
CN115126263A (en) * 2022-08-11 2022-09-30 甘肃盛宏建筑工程有限责任公司 Assembly type guide rail unloading platform and working method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201671315U (en) * 2010-05-21 2010-12-15 上海外高桥造船有限公司 Adjustable scaffold
CN205713026U (en) * 2016-06-17 2016-11-23 中建八局第二建设有限公司 One can be walked cornice high-altitude operation vehicle
CN206428956U (en) * 2017-01-06 2017-08-22 北京城建八建设发展有限责任公司 Driven hanging basket and its fixing device
CN108708542A (en) * 2018-08-01 2018-10-26 中国新兴建筑工程有限责任公司 Feasible walking aerial working suspension platform and construction method for anti-collision wall construction
CN109958273A (en) * 2019-03-26 2019-07-02 中国五冶集团有限公司 Cantilevered structure at corner
US20190352920A1 (en) * 2018-05-18 2019-11-21 John Robert Salyer Modular Fall Protection System

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201671315U (en) * 2010-05-21 2010-12-15 上海外高桥造船有限公司 Adjustable scaffold
CN205713026U (en) * 2016-06-17 2016-11-23 中建八局第二建设有限公司 One can be walked cornice high-altitude operation vehicle
CN206428956U (en) * 2017-01-06 2017-08-22 北京城建八建设发展有限责任公司 Driven hanging basket and its fixing device
US20190352920A1 (en) * 2018-05-18 2019-11-21 John Robert Salyer Modular Fall Protection System
CN108708542A (en) * 2018-08-01 2018-10-26 中国新兴建筑工程有限责任公司 Feasible walking aerial working suspension platform and construction method for anti-collision wall construction
CN109958273A (en) * 2019-03-26 2019-07-02 中国五冶集团有限公司 Cantilevered structure at corner

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20220306224A1 (en) * 2021-03-25 2022-09-29 Safesmart Llc Trailer Safety Rail
US12227244B2 (en) * 2021-03-25 2025-02-18 Safesmart Llc Safety rail
CN114197847A (en) * 2021-11-25 2022-03-18 中建八局第二建设有限公司 Construction method of assembled roof cornice modeling curtain wall
CN114197847B (en) * 2021-11-25 2023-03-21 中建八局第二建设有限公司 Construction method of assembled roof cornice modeling curtain wall
CN115126263A (en) * 2022-08-11 2022-09-30 甘肃盛宏建筑工程有限责任公司 Assembly type guide rail unloading platform and working method
CN115126263B (en) * 2022-08-11 2023-12-12 甘肃盛宏建筑工程有限责任公司 Assembled guide rail unloading platform and working method

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Application publication date: 20200626