CN117248715A - Hanging basket system suitable for high-rise inclined curtain wall installation and curtain wall installation method - Google Patents

Abstract

The invention provides a hanging basket system and a curtain wall installation method suitable for high-rise inclined curtain wall installation, which are characterized in that a front support column, a rear support column and a support beam which are arranged on a roof and an overhanging type support beam which is arranged on a floor surface are used for supporting the whole hanging basket system, the hanging basket system is simple in structure and convenient and quick to set up, the hanging basket system is not easy to be damaged by external force, in addition, the safety lock and the safety steel wire rope arranged on the hanging basket are used, the stability and the safety of construction can be more effectively ensured, the hanging basket is automatically lifted by an electric control box control lifter, and the construction efficiency is higher. According to the invention, the supporting beam is fixed through the supporting beam pressing plate, the supporting pushing jack is arranged on the supporting beam pressing plate, and the overhanging length of the supporting beam can be adjusted through the telescopic movement of the supporting pushing jack, so that the supporting beam pressing plate can adapt to the installation and construction of building curtain walls with different inclined angles, and has better flexibility.

Description

Hanging basket system suitable for high-rise inclined curtain wall installation and curtain wall installation method

Technical Field

The invention belongs to the technical field of building construction, and particularly relates to a hanging basket system suitable for high-rise inclined curtain wall installation and a curtain wall installation method.

Background

With the rapid development of social economy, high-rise buildings with different shapes rapidly stand at all corners of cities, and building curtain walls with inclined shapes are often favored by building designers. Although the inclined curtain wall well improves the beauty of the building, the installation of the inclined curtain wall brings great challenges to the field construction. At present, the traditional method is that when the hanging basket moves up and down, the hanging basket is pulled to the curtain wall by using a traction rope for construction, or the construction operation of the curtain wall is carried out by erecting an overhanging platform, the safety of installation and construction cannot be guaranteed in two modes without exception, and the construction efficiency is lower. The first construction mode is that the traction rope is flexible, so that the overall stability of the hanging basket system cannot be guaranteed when external force acts on the traction rope, the fixed piles of the traction rope are installed on the ground around the building, the traction rope is easy to receive damage of the external force, and potential safety hazards are large; the second construction mode is lower in construction efficiency due to the fact that a large number of overhanging platforms are required to be erected. Therefore, a hanging basket system capable of moving up and down and back and forth along the inclined curtain wall is urgently needed at present so as to improve construction efficiency, shorten construction period and ensure safety.

Disclosure of Invention

Aiming at the defects in the prior art, the invention provides a hanging basket system suitable for high-rise inclined curtain wall installation and a curtain wall installation method, and solves the problems of poor safety and stability, low construction efficiency, long erection time and the like existing in the traditional method.

The present invention achieves the above technical object by the following technical means.

A hanging basket system suitable for installing a high-rise inclined curtain wall comprises a support front upright post and a support rear upright post which are arranged on a roof structure, a support cross beam is arranged between the support front upright post and the support rear upright post, one end of the support cross beam extends out of the support front upright post and overhangs the outside of a building, and a rope supporting seat is arranged, and is connected with a working steel wire rope; the electric control box and the elevator are arranged on the hanging basket, and the other end of the working steel wire rope is connected with the elevator; the building steel wire rope pushing device further comprises a supporting beam arranged on the building plate surface, the front end of the supporting beam is overhanging on the outer side of the building, and a rope pushing bearing is arranged at the overhanging end and pushes the working steel wire rope.

Further, the support front upright post comprises a base plate A connected with embedded bolts on a building roof, a telescopic movable sleeved vertical square pipe A is welded on the upper surface of the base plate A, a beam connecting pipe A for a support beam to pass through is welded on the top of the vertical square pipe A, and pin holes are formed in the surfaces of the vertical square pipe A and the beam connecting pipe A.

Further, the rear stand column of the bracket comprises a base plate B connected with embedded bolts on a building roof, a telescopic movable sleeved vertical square tube B is welded on the upper surface of the base plate B, a beam connecting tube B for a bracket beam to pass through is welded on the top of the vertical square tube B, and pin holes are formed in the surfaces of the vertical square tube B and the beam connecting tube B; and a plurality of counterweight rods are welded on the base plate B, and counterweight blocks are arranged on the counterweight rods.

Further, a vertical supporting rod is welded at the top of the front upright post of the bracket, and a supporting bearing is arranged at the top of the supporting rod; the support rope seat is connected with a reinforced steel wire rope, and the other end of the reinforced steel wire rope is connected to the upper end of the rear upright post of the support by a turnbuckle and a pull tab after passing through a support bearing to form a triangular folded line shape.

Further, the hanging basket system further comprises a safety steel wire rope, one end of the safety steel wire rope is connected with the rope supporting seat, the other end of the safety steel wire rope penetrates through the safety lock and then is connected with the hanging hammer, and the safety lock is arranged on the hanging basket and controlled by the electric control box.

Further, the supporting beam is fixed through the supporting beam pressing plate and the bolts pre-buried on the floor surface, the supporting beam pressing plate is in a shape like a Chinese character 'ji', the upper surface of the supporting beam pressing plate is provided with a supporting jack, the other end of the supporting jack is connected with a baffle plate welded at the rear end of the supporting beam, the supporting beam is driven to move back and forth through the contraction and expansion movements of the supporting jack, and the overhanging length of the supporting beam is adjusted.

Further, the support beam is of a telescopic movable sleeve structure made of a plurality of square steel tubes, and a plurality of pin holes are formed in the surface of the support beam.

The high-rise inclined curtain wall installation method utilizing the hanging basket system suitable for high-rise inclined curtain wall installation comprises the following steps:

all components of the hanging basket system are installed, then the hanging basket system is electrified, a lifting button on an electric control box is pressed, the hanging basket is lifted to the height where a curtain wall needs to be installed through a lifting machine, then a first layer of curtain wall installation operation is carried out, when a higher curtain wall needs to be installed, the lifting button is pressed again, the hanging basket is lifted to the corresponding height, and curtain wall installation operation is carried out; along with the continuous lifting of the hanging basket, the horizontal distance between the hanging basket and the curtain wall is gradually increased, at the moment, the supporting jack on the corresponding supporting beam pressing plate above the hanging basket is controlled to stretch, the supporting beam is pushed to the inside of the building, the overhanging length of the supporting beam is reduced, the horizontal distance between the hanging basket and the curtain wall is further reduced, and an installer continues to construct;

in the lifting process of the hanging basket, the support beam is overlapped in real time: when the curtain wall is installed on the topmost end of the floor surface of the floor and is close to the supporting beam of the floor, firstly, the supporting jack of the supporting beam on the floor surface of the upper floor is contracted to enable the supporting beam to move towards the outer side of the building, the pushing rope bearing at the end part of the supporting beam pushes the working steel wire rope to gradually move, and when the working steel wire rope between the supporting beam of the floor surface of the upper floor and the hanging basket is in a vertical state, the contraction of the supporting jack is stopped; then stretching the supporting jack of the layer to separate the supporting beam of the layer from the working steel wire rope, and then dismantling the supporting beam of the layer and the supporting beam pressing plate and installing the supporting beam and the supporting beam pressing plate on the upper two layers of floor surfaces;

lifting and adjusting the hanging basket and stacking and replacing the supporting beams circularly for a plurality of times until the installation operation of curtain walls of all floors is completed; then pressing a drop button on the electric control box, lowering the hanging basket to the ground, and completing the disassembly work of the hanging basket system by adopting the reverse order of the installation of the hanging basket system;

in the curtain wall installation operation process, when the hanging basket descends at a high speed or the inclination angle is overlarge, the safety lock automatically locks the safety steel wire rope, so that the hanging basket stops moving.

The invention has the following beneficial effects:

the invention provides support for the whole hanging basket system through the bracket front upright post, the bracket rear upright post and the bracket cross beam which are arranged on the roof, has simple structure, is convenient and quick to set up, is not easy to be damaged by external force, can more effectively ensure the stability and the safety of construction by adding the safety lock and the safety steel wire rope, and controls the lifting machine to automatically lift the hanging basket through the electric control box, thereby having higher construction efficiency; in addition, the cantilever length of the supporting beam is adjusted through the supporting jack, so that the supporting beam is suitable for installation and construction of building curtain walls with different inclination angles, and the flexibility is better.

Drawings

FIG. 1 is an isometric view of a gondola system for high-rise inclined curtain wall installation according to the invention;

FIG. 2 is a side view of a gondola system for high-rise tilt curtain installation according to the invention;

FIG. 3 is a top view of a gondola system for high-rise inclined curtain wall installation according to the invention;

FIG. 4 is a schematic view of the front pillar structure of the bracket according to the present invention;

FIG. 5 is a schematic diagram of the rope supporting seat according to the present invention;

FIG. 6 is a schematic view of the rear pillar structure of the bracket according to the present invention;

FIG. 7 is a schematic view of a support beam structure according to the present invention;

FIG. 8 is a schematic view of a planar structure of a support beam platen according to the present invention;

FIG. 9 is a schematic view of a three-dimensional structure of a support beam platen according to the present invention;

fig. 10 is a schematic view of the installation of the reinforcing steel cord of the present invention.

In the figure: 1-a bracket front upright post; 100-base plate a; 101-a vertical square tube A; 102-a beam connecting pipe A; 103-pin holes; 104-supporting rods; 105-connecting holes; 106-supporting the bearing; 2-a bracket beam; 3-supporting a rope seat; 300-reinforcing a wire rope connecting shaft; 301-connecting a working steel wire rope with a bearing; 302-a safety steel wire rope connecting bearing; 4-a bracket rear upright post; 400-base plate B; 401-vertical square tube B; 402-cross beam connecting tube B; 403-a weight bar; 5-balancing weight; 6-reinforcing the steel wire rope; 600-turnbuckle; 601-pull tab; 7-hanging basket; 8-an electrical control box; 9-lifting machine; 10-a safety lock; 11-working steel wire rope; 12-a safety wire rope; 13-a hanging hammer; 14-supporting the beam; 1400-push rope bearing; 1401-a baffle; 15-supporting beam pressing plates; 1500-pressing plate; 1501-a rear seat plate; 1502-jack; 16-roofing; 17-floor surface.

Detailed Description

The invention will be further described with reference to the drawings and the specific embodiments, but the scope of the invention is not limited thereto.

As shown in fig. 1, 2 and 3, the hanging basket system for installing the high-rise inclined curtain wall comprises a bracket front upright 1, a bracket cross beam 2, a rope supporting seat 3, a bracket rear upright 4, a balancing weight 5, a reinforcing steel wire rope 6, a hanging basket 7, an electric control box 8, a lifting machine 9, a safety lock 10, a working steel wire rope 11, a safety steel wire rope 12, a hanging weight 13, a supporting beam 14 and a supporting beam pressing plate 15.

As shown in fig. 4, the bracket front upright 1 plays a role in supporting the bracket beam 2 and the whole hanging basket system, and comprises a base plate a100, wherein connecting holes 105 are formed in the positions, close to four corners, of the base plate a100 and are used for installing and connecting embedded bolts on a building roof 16 subsequently, and then the bracket front upright 1 is integrally installed on the roof 16. The upper surface of the base plate A100 is welded with a telescopic movable sleeved vertical square tube A101, and the top of the vertical square tube A101 is welded with a transverse beam connecting tube A102 for the bracket beam 2 to pass through; a plurality of pin holes 103 are formed in the surface of the vertical square tube A101 and the surface of the cross beam connecting tube A102, so that the height of the front stand column 1 of the bracket can be conveniently adjusted by passing through pins in the follow-up process. The upper surface welding of crossbeam connecting pipe A102 has a vertical bracing piece 104, and bracing piece 104 top is installed and is supported bearing 106 for follow-up support reinforcing wire rope 6.

As shown in fig. 1, 2 and 3, the bracket cross beam 2 plays a role of suspending the work basket, and simultaneously can transmit the weight of the basket to the bracket front pillar 1. The bracket beam 2 is a telescopic movable sleeve-type structure made of a plurality of square steel tubes, the size of the bracket beam is matched with that of the beam connecting tube 102, and the bracket beam can pass through the beam connecting tube 102 and be fixed by pins; a plurality of pin holes 103 are formed in each square steel tube of the support beam 2, so that the length of the support beam 2 can be adjusted conveniently through passing pins in the follow-up process.

As shown in fig. 5, the rope supporting seat 3 is used for fixing a reinforcing steel wire rope 6, a working steel wire rope 11 and a safety steel wire rope 12, and is arranged at the front end of the bracket beam 2 through bolts; the rope supporting seat 3 comprises a base, wherein bolt mounting holes are formed in the lower portion of the base, and a reinforced steel wire rope connecting shaft 300, a working steel wire rope connecting bearing 301 and a safety steel wire rope connecting bearing 302 are mounted on the upper portion of the base.

As shown in fig. 6, the support rear upright post 4 plays a role in supporting the support cross beam 2, and comprises a rectangular base plate B400, wherein a telescopic movable sleeved vertical square pipe B401 is welded and fixed on the upper surface of the base plate B200, a transverse cross beam connecting pipe B402 is welded on the top of the vertical square pipe B401, and a plurality of pin holes 103 are formed in the surfaces of the vertical square pipe B401 and the cross beam connecting pipe B402, so that the height of the support rear upright post 4 can be conveniently adjusted by passing through pins in the follow-up process; the size of the beam connecting pipe B402 is matched with that of the bracket beam 2, so that the bracket beam 2 passes through and is fixed by pins; the vertical square tube B401 has the same structural dimensions as the vertical square tube a 101. Connecting holes 105 are uniformly formed in the base plate B400 around the vertical square tube B401 at intervals and used for being connected with embedded bolts on the building roof 16 in a follow-up mode, and then the support rear upright post 4 is integrally installed on the roof 16 structure. A plurality of counterweight rods 403 are welded and fixed on the base plate B400 at two sides of the vertical square tube B401 and are used for installing the counterweight 5.

As shown in fig. 1, 2 and 3, the balancing weight 5 is used for balancing the gravity of the hanging basket system, so that construction safety is ensured; the counterweight 5 can be made of cast iron or concrete and other high-density materials, and is provided with a round hole matched with the counterweight rod 403, and can pass through the counterweight rod 403 on the bracket rear upright post 4 to be piled on the base plate B400.

As shown in fig. 1, 2, 3 and 10, the reinforcing wire rope 6 is used for reinforcing the bearing capacity of the bracket beam 2, one end of the reinforcing wire rope 6 is connected to the reinforcing wire rope connecting shaft 300 of the rope supporting seat 3, the other end of the reinforcing wire rope is firstly connected to the upper end of the bracket rear upright 4 through the supporting bearing 106 at the top of the bracket front upright 1, and finally is connected to the upper end of the bracket rear upright 4 through the turnbuckle 600 and the pull tab 601 to form a triangular folded line shape so as to exert the tensile force to a greater extent.

As shown in fig. 1, 2 and 3, the hanging basket 7 is a construction platform for an operator to install a curtain wall, and is a frame structure with a bottom plate, wherein the frame structure is made of steel pipes, the height of a fence around the hanging basket 7 is not less than 1.1 meter, two ends of the fence are respectively provided with a lifting machine 9 and a safety lock 10, and the side edges of the fence are provided with an electric control box 8.

As shown in fig. 1, 2 and 3, the electric control box 8 is provided with a plurality of buttons for controlling the lifting and the lowering of the hanging basket 7 and the closing and the opening of a hanging basket power supply, and is connected with an external power supply to supply power for the hanging basket system; the electric control box 8 is connected with the lifters 9 at the two ends of the hanging basket 7 through wires, and the hanging basket 7 can be lifted or fallen by pressing the ascending or descending buttons, so that the curtain wall installation operation at different heights is realized.

As shown in fig. 1, 2 and 3, the hoisting machine 9 is used for hoisting and descending the hanging basket, one hoisting machine 9 is respectively arranged at two ends of the hanging basket 7 through bolts, and when the ascending button of the electric control box 8 is pressed, the hoisting machine 9 receives and twists the working steel wire rope 11 to hoist the hanging basket 7; when the lowering button of the electric control box 8 is pressed, the hoist 9 releases the working wire rope 11 at a constant speed to lower the basket 7.

As shown in fig. 1, 2 and 3, the safety lock 10 is used for braking the hanging basket 7 when the hanging basket 7 descends at a high speed or the inclination angle is too large, so as to ensure construction safety; similarly to the hoist 9, two safety locks 10 are respectively installed at two ends of the hanging basket 7 through bolts, and when the hanging basket 7 descends at a high speed or the inclination angle is overlarge, the two safety locks lock the safety steel wire rope 12 at the same time, so that the hanging basket 7 stops moving rapidly, and the safety of the whole system and construction is ensured.

As shown in fig. 1, 2 and 3, one ends of two working steel wires 11 are respectively connected to the hoisting machine 9 on the hanging basket 7, the other ends are respectively connected with the working steel wire connecting bearings 301 on the rope supporting seat 3 at corresponding positions, and the working steel wires 11 are reeled and released by the hoisting machine 9, so that the hanging basket 7 is lifted and lowered.

As shown in fig. 1, 2 and 3, one end of the safety wire rope 12 is connected with a safety wire rope connecting bearing 302 on the rope supporting seat 3, and the other end passes through the safety lock 10 and then is connected with the lifting hammer 13; by utilizing the gravity action of the hanging weight 13, the whole safety steel wire rope 12 is in a vertical state, and when the condition that the hanging basket 7 descends at a high speed or the inclination angle is overlarge occurs, the two safety locks 10 lock the safety steel wire rope 12 at the same time, so that the hanging basket 7 stops moving rapidly.

As shown in fig. 1, 2, 3 and 7, the supporting beam 14 is used for supporting and pushing the working steel wire rope 11, the rear end of the supporting beam 14 is mounted on the floor surface 17 of the building, the front end of the supporting beam 14 is overhanging on the outer side of the building, the overhanging end is provided with a pushing rope bearing 1400, and the hanging basket 7 can be pushed to a certain distance from the outer wall surface of the building by pushing the working steel wire rope 11 through the pushing rope bearing 1400, so that a worker can realize the mounting operation of the curtain wall in the hanging basket 7; by adjusting the overhanging length of the supporting beam 14, the hanging basket 7 can always keep a certain distance from the building when the hanging basket 7 is at different heights, and the installation operation of curtain walls at different heights is realized. A baffle 1401 is also welded and mounted at the rear end of the support beam 14.

As shown in fig. 1, 2, 3, 8 and 9, the supporting beam pressing plate 15 is used for fixing the supporting beam 14 on a floor 17 of a building, and is made of steel plates, and comprises a pressing plate 1500 in a shape of a Chinese character of a letter, a notch is formed in the middle of the pressing plate 1500, the size of the notch is matched with that of the supporting beam 14 and is used for being clamped on the supporting beam 14, mounting holes are formed in flange plates on two sides of the pressing plate 1500 and are used for being matched and connected with bolts embedded in the floor 17, the supporting beam 14 is further fixed, and the overhanging end of the supporting beam 14 can be kept wholly stable under the action of external force based on the limiting effect of the supporting beam pressing plate 15, so that construction safety is guaranteed. The upper surface of the pressing plate 1500 is welded with a rear seat plate 1501, the rear end of the supporting jack 1502 is fixed on the rear seat plate 1501, the other end of the supporting jack 1502 is connected with a baffle 1401 at the rear end of the supporting beam 14, the supporting beam 14 can be moved forwards or backwards through the contraction and expansion movements of the supporting jack 1502, the purpose of adjusting the overhanging length of the supporting beam 14 is achieved, and the supporting beam 14 is fixed through bolts and the pressing plate 1500 after adjustment.

The using method of the hanging basket system for installing the high-rise inclined curtain wall comprises the following steps:

step 1: front upright post of mounting bracket 1: the bottom base plate A100 of the front stand column 1 of the bracket is fixedly connected with the embedded bolts of the roof 16, and then according to the designed setting height requirement, pins penetrate through corresponding pin holes 103 of the vertical square tubes A101 to adjust the height of the vertical square tubes A101, so that the front stand column 1 of the bracket is installed.

Step 2: mounting bracket rear pillar 4: the bottom base plate B400 of the bracket rear upright post 4 is fixedly connected with the embedded bolts of the roof 16, and then the height of the vertical square tube B401 is adjusted by using pins to pass through corresponding pin holes 103 of the vertical square tube B401 according to the designed erection height requirement, so that the installation of the bracket rear upright post 4 is completed.

Step 3: mounting bracket beam 2: the square steel pipes of the bracket cross beam 2 are movably sleeved in sequence, then the front end and the rear end of the bracket cross beam 2 respectively pass through a cross beam connecting pipe A102 and a cross beam connecting pipe B402 of the bracket front upright 1 and the bracket rear upright 4, and the front end of the bracket cross beam 2 is ensured to pass through the bracket front upright 1 and overhung for a certain distance, and the distance is determined according to the actual requirements of the site; and then the support beam 2 is respectively connected and fixed with the support front upright 1 and the support rear upright 4 by using pins to pass through corresponding pin holes 103.

Step 4: installing a rope supporting seat 3: the rope supporting seat 3 is arranged at the front end of the bracket beam 2 by bolts.

Step 5: installing a reinforcing steel wire rope 6: one end of a reinforced steel wire rope 6 is connected with a reinforced steel wire rope connecting shaft 300 of the rope supporting seat 3, the other end of the reinforced steel wire rope 6 is connected with the upper end of the support rear upright post 4 through a turnbuckle 600 and a pull tab 601, and the reinforced steel wire rope 6 penetrates through a supporting rod 104 at the top of the support front upright post 1 to form a triangular folded line shape; the turnbuckle 600 is tightened to tighten the reinforcing steel wire rope 6 to have a certain pretightening force, so that the stress capacity of the overhanging end of the bracket beam 2 is enhanced.

Step 6: installing a working steel wire rope 11 and a safety steel wire rope 12: one end of a working steel wire rope 11 and one end of a safety steel wire rope 12 are respectively connected with corresponding connecting bearings on the rope supporting seat 3; then the other end of the working steel wire rope 11 penetrates into the lifting machine 9, so that the working steel wire rope 11 can be tightened or released when the lifting machine 9 works, and the other end of the safety steel wire rope 12 penetrates through the safety lock 10 and then is connected with the lifting hammer 13.

Step 7: installing a lifting machine 9: after the working steel wire ropes 11 penetrate into the lifting machine 9, the lifting machine 9 is arranged at two ends of the hanging basket 7, so that the working steel wire ropes 11 can be tightened or released when the lifting machine 9 works, and then the hanging basket 7 can be lifted or lowered.

Step 8: installing a safety lock 10 and a hanging hammer 13: the safety lock 10 is mounted on the outer side of the basket 7 at both ends, and the hammer 13 is suspended from the lower part of the safety lock 10.

Step 9: and (3) installing an electrical control box 8: the electric control box 8 is hung on the hanging basket 7 by using a hanging hook, the safety control box 8 is connected with the lifting machine 9 and the safety lock 10 by using conductive wires, and then an external power supply is connected into the electric control box 8, so that the electric control box 8, the lifting machine 9 and the safety lock 10 form a communicated circuit, and the work of the lifting machine 9 can be controlled by pressing a button on the electric control box 8.

Step 10: mounting support beam 14: the supporting beam 14 is installed on the floor 17 of the front layers of the building structure in a cantilever mode through the supporting beam pressing plates 15 and bolts (the cantilever lengths are consistent), and the working steel wire rope 11 is pushed through the pushing rope bearing 1400 at the end portion of the cantilever end of the supporting beam 14, so that a certain distance is reserved between the hanging basket 7 and the curtain wall, and construction is facilitated.

Step 11: use of basket 7:

after the hanging basket system is completely installed and electrified, a lifting button of the electric control box 8 can be pressed to lift the hanging basket 7 to the height where the curtain wall needs to be installed, then the curtain wall installation operation is carried out, and when the curtain wall with higher installation is needed, the lifting button is pressed again to lift the hanging basket 7 to the corresponding height and carry out the operation;

because the building curtain wall structure has a certain inclination angle, and because of the pushing action of the supporting beams 14, the horizontal distance between the hanging basket 7 and the curtain wall is gradually increased along with the continuous lifting of the hanging basket 7, at the moment, the supporting and pushing jacks 1502 on the corresponding supporting beam pressing plates 15 can be stretched to push the corresponding supporting beams 14 towards the inside of the building, so that the overhanging length of the supporting beams is reduced, and the horizontal distance between the hanging basket 7 and the curtain wall is reduced, so that an installer can continue to construct;

in the lifting process of the hanging basket 7, the support beam 14 needs to be overlapped in real time: when a certain layer (for example, n layers) of curtain walls are installed at the top end and approach to the supporting beam 14 of the layer, firstly, the supporting jack 1502 of the upper layer (n+1 layers) of floor surface 17 is contracted, so that the supporting beam 14 moves towards the outside of the building, and as the supporting beam 14 moves gradually, the pushing rope bearing 1400 at the end part of the supporting beam 14 also pushes the working steel wire rope 11 to move gradually, and when the working steel wire rope 11 between the supporting beam 14 of the upper layer (n+1 layers) of floor surface 17 and the hanging basket 7 is in a vertical state, the contraction of the supporting jack 1502 can be stopped; then, the supporting and pushing jack 1502 of the layer (n layers) is extended to separate the supporting beam 14 of the layer from the working steel wire rope 11, and then the supporting beam 14 and the supporting beam pressing plate 15 of the layer (n layers) are disassembled and mounted on the floor surfaces 17 of the upper two layers (n+2 layers); at this time, the primary support beam 14 is replaced, and the installation operation of the upper curtain wall can be performed.

Step 12: and repeating the step 11, and lifting and adjusting the hanging basket 7 and stacking and replacing the supporting beams 14 for a plurality of times until the installation operation of the curtain walls of all floors is completed.

Step 13: and (3) disassembling the hanging basket 7: after all curtain walls are installed, a falling button on the electric control box 8 is pressed, the hanging basket 7 is lowered to the ground, and the disassembly work of the hanging basket system is completed in the reverse order of the installation of the hanging basket system.

Step 14: after the disassembly work is finished, the construction site is cleaned up, and the installation work of the curtain wall engineering is finished.

The telescopic movable sleeve-type structures made of the steel pipes in the embodiment are all telescopic structures commonly used in the existing construction sites, and specific structures and principles of the telescopic movable sleeve-type structures are not repeated in the embodiment. The examples are preferred embodiments of the present invention, but the present invention is not limited to the above-described embodiments, and any obvious modifications, substitutions or variations that can be made by one skilled in the art without departing from the spirit of the present invention are within the scope of the present invention.

Claims (8)

1. The hanging basket system suitable for the installation of the high-rise inclined curtain wall is characterized by comprising a support front upright post (1) and a support rear upright post (4) which are arranged on a roof structure, wherein a support cross beam (2) is arranged between the support front upright post (1) and the support rear upright post (4), one end of the support cross beam (2) extends out of the support front upright post (1) and overhangs the outside of a building, a rope supporting seat (3) is arranged, and a working steel wire rope (11) is connected to the rope supporting seat (3); the device also comprises a hanging basket (7), wherein an electric control box (8) and a lifting machine (9) are arranged on the hanging basket (7), and the other end of the working steel wire rope (11) is connected with the lifting machine (9); the building steel wire rope pushing device further comprises a supporting beam (14) arranged on the building plate surface (17), the front end of the supporting beam (14) is overhanging on the outer side of a building, a pushing rope bearing (1400) is arranged at the overhanging end, and the pushing rope bearing (1400) pushes the working steel wire rope (11).

2. The hanging basket system suitable for high-rise inclined curtain wall installation according to claim 1, wherein the bracket front upright post (1) comprises a base plate A (100) connected with embedded bolts on a building roof (16), a telescopic movable sleeved vertical square tube A (101) is welded on the upper surface of the base plate A (100), a beam connecting tube A (102) for a bracket beam (2) to pass through is welded on the top of the vertical square tube A (101), and pin holes (103) are formed in the surfaces of the vertical square tube A (101) and the beam connecting tube A (102).

3. The hanging basket system suitable for high-rise inclined curtain wall installation according to claim 2, wherein the bracket rear upright post (4) comprises a base plate B (400) connected with embedded bolts on a building roof (16), a telescopic movable sleeved vertical square tube B (401) is welded on the upper surface of the base plate B (200), a cross beam connecting tube B (402) for a bracket cross beam (2) to pass through is welded on the top of the vertical square tube B (401), and pin holes (103) are formed on the surfaces of the vertical square tube B (401) and the cross beam connecting tube B (402); a plurality of counterweight rods (403) are welded on the base plate B (400), and a counterweight block (5) is arranged on the counterweight rods (403).

4. A hanging basket system suitable for high-rise inclined curtain wall installation according to claim 3, characterized in that the top of the bracket front upright post (1) is welded with a vertical supporting rod (104), and the top of the supporting rod (104) is provided with a supporting bearing (106); the rope supporting seat (3) is connected with a reinforced steel wire rope (6), and after the other end of the reinforced steel wire rope (6) passes through the supporting bearing (106), the reinforced steel wire rope is connected to the upper end of the support rear upright post (4) through a turnbuckle (600) and a pull tab (601) to form a triangular folded line shape.

5. The hanging basket system suitable for high-rise inclined curtain wall installation according to claim 4, further comprising a safety steel wire rope (12), wherein one end of the safety steel wire rope (12) is connected with the rope supporting seat (3), the other end of the safety steel wire rope penetrates through the safety lock (10) and then is connected with the hanging hammer (13), the safety lock (10) is installed on the hanging basket (7), and the hanging basket system is controlled by the electric control box (8).

6. The hanging basket system suitable for installing the high-rise inclined curtain wall according to claim 5, wherein the supporting beam (14) is fixed through bolts pre-buried on a supporting beam pressing plate (15) and a floor slab surface (17), the supporting beam pressing plate (15) is shaped like a Chinese character 'ji', a supporting and pushing jack (1502) is installed on the upper surface of the supporting beam pressing plate, the other end of the supporting and pushing jack (1502) is connected with a baffle plate (1401) welded at the rear end of the supporting beam (14), and the supporting beam (14) is driven to move back and forth through shrinkage and expansion movements of the supporting and pushing jack (1502), so that the overhanging length of the supporting beam (14) is adjusted.

7. A gondola system suitable for installation of high-rise inclined curtain walls according to claim 3, characterised in that the bracket cross beam (2) is a telescopic movable socket structure made of a plurality of square steel tubes, and the bracket cross beam (2) surface is provided with a plurality of pin holes (103).

8. A method of installing a high-rise inclined curtain wall using the basket system for installing a high-rise inclined curtain wall of claim 6, comprising the steps of:

all components of the hanging basket system are installed, then the hanging basket system is electrified, a lifting button on an electric control box (8) is pressed, the hanging basket (7) is lifted to the height where a curtain wall needs to be installed through a lifting machine (9), then a first layer of curtain wall installation operation is carried out, when a higher curtain wall needs to be installed, the lifting button is pressed again, and the hanging basket (7) is lifted to the corresponding height and the curtain wall installation operation is carried out; along with the continuous lifting of the hanging basket (7), the horizontal distance between the hanging basket (7) and the curtain wall is gradually increased, at the moment, the supporting jack (1502) on the corresponding supporting beam pressing plate (15) above the hanging basket (7) is controlled to stretch, the supporting beam (14) is pushed towards the inside of the building, the overhanging length of the supporting beam is reduced, and then the horizontal distance between the hanging basket (7) and the curtain wall is reduced, and an installer continues to construct;

in the lifting process of the hanging basket (7), the support beam (14) is overlapped in real time: when the curtain wall is installed to the topmost end of the floor surface (17) and approaches to the supporting beam (14) of the floor, firstly, the supporting jack (1502) of the supporting beam (14) on the upper floor surface (17) is contracted to enable the supporting beam (14) to move towards the outer side of the building, the pushing rope bearing (1400) at the end part of the supporting beam (14) pushes the working steel wire rope (11) to gradually move, and when the working steel wire rope (11) between the supporting beam (14) of the upper floor surface (17) and the hanging basket (7) is in a vertical state, the contraction of the supporting jack (1502) is stopped; then stretching the supporting jack (1502) of the layer to separate the supporting beam (14) of the layer from the working steel wire rope (11), and then dismantling the supporting beam (14) of the layer and the supporting beam pressing plate (15) and installing the supporting beam on the upper two layers of floor surfaces (17);

lifting and adjusting the hanging basket (7) and stacking and replacing the supporting beams (14) circularly for a plurality of times until the installation operation of all floor curtain walls is completed; then pressing a drop button on the electric control box (8), lowering the hanging basket (7) to the ground, and completing the disassembly work of the hanging basket system by adopting the reverse order of the installation of the hanging basket system;

in the curtain wall installation operation process, when the hanging basket (7) descends at a high speed or the inclination angle is overlarge, the safety lock (10) automatically locks the safety steel wire rope (12) to stop the hanging basket (7) from moving.