Unit type high-altitude fast assembling suspension scaffold

Abstract

The present application relates to a kind of unit high-altitude fast assembly suspension scaffold, including fence standard unit and no fence standard unit, no fence standard unit is set in the side of fence standard unit immediately adjacent position and with fence standard unit buckle type connection, no fence standard unit includes bottom fixed rod, bottom fixed grid, boom and adjustable spherical joint node, fence standard unit also includes turnover mechanism and side can overturn grid.The present application uses prefabricated standard unit module to hoist single standard unit in place, changes into bottom protection to lateral protection in high altitude, no loose piece assembly in high-altitude assembly process, object high fall is not easy to cause, and can quickly form whole high-altitude suspension scaffold.By the present application, it can efficiently, safely, quickly and economically realize the installation, maintenance work of corridor and other aerial structure bottom finish under full working condition.

Description

TECHNICAL FIELD

[0001] The present application relates to the field of suspended scaffolding, in particular to a unit type high-altitude rapid assembly suspended scaffolding. BACKGROUND

[0002] In recent years, the air structure such as the corridor between buildings has been widely used because it does not occupy the ground space. In the face of the high operation problem brought by the bottom decoration and finishing construction of the air structure and the later maintenance, most of the present stage adopts the full-dress floor-mounted scaffolding and the vertical climbing vehicle as the climbing measure for the operating personnel. However, the high-altitude scattered assembly mode adopted by the general suspended scaffolding has the problems of large investment measure cost, long construction period, strict requirement for the ground bearing capacity corresponding to the air structure, great risk of high-altitude falling objects in the process of erection and removal, and the like. Finally, the ground below the air structure will be greened and paved after the building is completed, and if the construction is carried out in this way, the maintenance and maintenance of the bottom of the air structure will be very difficult. SUMMARY

[0003] In order to solve the technical problems in the prior art, the present application provides a unit type high-altitude rapid assembly suspended scaffolding.

[0004] In order to achieve the above-mentioned purpose, the technical solution of the present application is as follows:

[0005] A unit type high-altitude rapid assembly suspended scaffolding, characterized in that it comprises a fence standard unit and a non-fence standard unit, the non-fence standard unit is arranged at the position adjacent to the side of the fence standard unit and is detachably connected with the fence standard unit.

[0006] As a preferred technical solution, the non-fence standard unit comprises a bottom fixed rod, a bottom fixed grid, a hoisting rod and an adjustable spherical joint node, the bottom fixed rods are enclosed into a rectangular frame, one of the diagonal lines of the rectangular frame is also provided with a bottom fixed rod, the bottom fixed grid is arranged in the rectangular frame, the adjustable spherical joint nodes are arranged at the four corners of the rectangular frame, the end of the bottom fixed rod is connected through the adjustable spherical joint node, and the hoisting rod is vertically arranged and the bottom end thereof is arranged on each adjustable spherical joint node.

[0007] As a preferred technical solution, the adjustable spherical joint node comprises a spherical inner joint and a spherical shell, the end of the bottom fixed rod is fixedly connected with the spherical shell, the spherical inner joint is arranged in the spherical shell, and the bottom end of the hoisting rod is fixed on the spherical inner joint.

[0008] As a preferred technical solution, the cross-sectional shape of the spherical shell is a superior arc, and the center of the spherical inner joint is located in the spherical shell.

[0009] As a preferred technical scheme, the fence standard unit comprises all components and structures of the non-fence standard unit, and further comprises a turnover mechanism and a side edge turnover grid which is connected to the bottom fixed rod in an axial rotation mode through the turnover mechanism.

[0010] As a preferred technical scheme, the bottom fixed rod of the non-fence standard unit is provided with a bayonet matched with the side edge turnover grid, and the side edge turnover grid is connected to the bottom fixed rod of the non-fence standard unit in a buckle mode after being turned over.

[0011] Compared with the prior art, the unit high-altitude rapid assembly suspension scaffold has the following beneficial effects:

[0012] The unit high-altitude rapid assembly suspension scaffold utilizes prefabricated standard unit modules to hoist single standard units into position, and converts lateral protection of the unit modules into bottom protection at high altitude, so that no loose parts are assembled during high-altitude assembly process, object falling is less likely to occur, and an overall high-altitude suspension scaffold can be quickly formed. Through the unit high-altitude rapid assembly suspension scaffold, bottom finishing installation and maintenance work of an air structure such as a corridor under all working conditions can be efficiently, safely, quickly and economically realized. BRIEF DESCRIPTION OF DRAWINGS

[0013] Figure 1 is a structure diagram of a non-fence standard unit in the unit high-altitude rapid assembly suspension scaffold of the present application;

[0014] Figure 2 is a structure diagram of a fence standard unit in the unit high-altitude rapid assembly suspension scaffold of the present application;

[0015] Figure 3 is a structure diagram of an adjustable spherical joint node in the unit high-altitude rapid assembly suspension scaffold of the present application;

[0016] Figure 4 is an operation diagram of step two in the construction method of the unit high-altitude rapid assembly suspension scaffold of the present application;

[0017] Figure 5 is an operation diagram of step three in the construction method of the unit high-altitude rapid assembly suspension scaffold of the present application;

[0018] Figure 6 is a whole structure diagram of the unit high-altitude rapid assembly suspension scaffold of the present application.

[0019] In the drawings: 1. bottom fixed rod; 2. bottom fixed grid; 3. hoisting rod; 4. adjustable spherical joint node; 41. spherical inner joint; 42. spherical outer shell; 5. turnover mechanism; 6. side edge turnover grid. DETAILED DESCRIPTION

[0020] The technical solutions of the application are further described below in combination with the specific embodiments:

[0021] As shown in Figure 6 A unit type high-altitude rapid assembly suspension scaffold, characterized in that it comprises a fenced standard unit and a non-fenced standard unit, the non-fenced standard unit is arranged at a position adjacent to the side of the fenced standard unit and is detachably connected with the fenced standard unit.

[0022] As shown in Figure 1 The non-fenced standard unit comprises a bottom fixed rod 1, a bottom fixed grid 2, a suspender 3 and an adjustable spherical joint node 4. The bottom fixed rod 1 is enclosed into a rectangular frame. A longer bottom fixed rod 1 is also installed on one diagonal line of the rectangular frame to improve the stability of the rectangular frame. The bottom fixed grid 2 is installed in the rectangular frame. The adjustable spherical joint node 4 is located at the four corners of the rectangular frame. The end of the bottom fixed rod 1 is connected through the adjustable spherical joint node 4. The suspender 3 is vertically arranged and the bottom end is installed on each adjustable spherical joint node 4.

[0023] As shown in Figure 3 The adjustable spherical joint node 4 comprises a spherical inner joint 41 and a spherical shell 42. The end of the bottom fixed rod 1 is fixedly connected with the spherical shell 42. The spherical inner joint 41 is arranged in the spherical shell 42. The bottom end of the suspender 3 is fixed on the spherical inner joint 41. The adjustable spherical joint node connects the suspender 3 and the bottom fixed rod 1.

[0024] The cross-sectional shape of the spherical shell 42 is a superior arc. The spherical center of the spherical inner joint 41 is located in the spherical shell 42 to prevent the spherical inner joint 41 from separating from the spherical shell 42.

[0025] As shown in Figure 2 The fenced standard unit comprises all the components and structures of the non-fenced standard unit and further comprises a turnover mechanism 5 and a side edge turnover grid 6. The side edge turnover grid 6 is axially rotatably connected with the bottom fixed rod 1 through the turnover mechanism 5.

[0026] The bottom fixed rod 1 of the non-fenced standard unit is provided with a bayonet matching with the side edge turnover grid 6. After being turned over, the side edge turnover grid 6 is buckled with the bottom fixed rod 1 of the non-fenced standard unit. In actual operation, the bayonet can also be replaced by a hook.

[0027] In this embodiment, the construction method of the unit type high-altitude rapid assembly suspension scaffold comprises the following steps:

[0028] Step one, lifting the fenced standard unit to a high-altitude designated position;

[0029] Step two, as shown in Figure 4As shown, lift multiple unfenced standard units to the corresponding positions on the side of the fenced standard unit in a "pin" shape;

[0030] Step 3, as Figure 5 shown, have the staff board the fenced standard unit, turn down the flip-up grille 6 on the side of the fenced standard unit through the flipping mechanism 5, and connect it to the hook on the bottom fixing rod 1 at the adjacent edge of the unfenced standard unit;

[0031] Step 4, repeat the above steps to build a suspension scaffolding platform on a larger scale, and finally set up detachable lateral guardrail plates around the platform.

[0032] This embodiment is only a further explanation of the present invention, rather than a limitation on the present invention. After reading this specification, those skilled in the art can make non-creative modifications to this embodiment as needed, but as long as it is within the scope of the claims of the present invention, it is protected by the patent law.

Claims

1. A modular high-altitude rapid assembly suspended scaffold, characterized in that, The system includes standard units with and without fences. The standard unit without fences is located adjacent to the standard unit with fences on the side and is detachably connected to it. The standard unit without fences includes a bottom fixing rod, a bottom fixing grille, a hanging rod, and adjustable spherical joint nodes. The bottom fixing rods form a rectangular frame, and a bottom fixing rod is also installed on one diagonal of the rectangular frame. The bottom fixing grille is installed inside the rectangular frame. The adjustable spherical joint nodes are located at the four corners of the rectangular frame. The ends of the bottom fixing rods are connected through the adjustable spherical joint nodes. The hanging rods are vertically arranged and their bottom ends are installed on each of the adjustable spherical joint nodes. The standard unit with fences includes all the components and structures of the standard unit without fences, and also includes a flipping mechanism and a side flip-up grille. The side flip-up grille is axially rotatably connected to the bottom fixing rod through the flipping mechanism. The bottom fixing rod of the standard unit without fences has a snap-fit ​​that matches the side flip-up grille. After being flipped, the side flip-up grille is snap-fit ​​connected to the bottom fixing rod of the standard unit without fences.

2. The modular high-altitude rapid assembly suspended scaffolding according to claim 1, characterized in that, The adjustable spherical joint includes a spherical inner joint and a spherical outer shell. The end of the bottom fixing rod is fixedly connected to the spherical outer shell. The spherical inner joint is disposed inside the spherical outer shell. The bottom end of the hanging rod is fixed to the spherical inner joint.

3. The modular high-altitude rapid assembly suspended scaffolding according to claim 2, characterized in that, The cross-sectional shape of the spherical shell is an arc, and the center of the spherical inner joint is located inside the spherical shell.

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