CN112681714A - Construction method of steel wire rope lengthened rear support type hanging basket - Google Patents
Construction method of steel wire rope lengthened rear support type hanging basket Download PDFInfo
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- CN112681714A CN112681714A CN202110236698.7A CN202110236698A CN112681714A CN 112681714 A CN112681714 A CN 112681714A CN 202110236698 A CN202110236698 A CN 202110236698A CN 112681714 A CN112681714 A CN 112681714A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 144
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- 238000010276 construction Methods 0.000 title claims abstract description 50
- 239000000725 suspension Substances 0.000 claims abstract description 45
- 230000007246 mechanism Effects 0.000 claims abstract description 25
- 238000009434 installation Methods 0.000 claims description 25
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- 230000008569 process Effects 0.000 claims description 5
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- 230000009194 climbing Effects 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 3
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- 239000002893 slag Substances 0.000 description 2
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- 229910000975 Carbon steel Inorganic materials 0.000 description 1
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- 238000002474 experimental method Methods 0.000 description 1
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- 238000002513 implantation Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
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Abstract
The invention discloses a construction method of a steel wire rope lengthened rear support type hanging basket, which comprises the following steps of A, erecting a support scaffold platform; b, mounting a suspension mechanism; c, lengthening a rear support by using a steel wire rope; d, installing a steel wire rope; e, mounting a safety rope and a rope clamp; f, mounting a suspension platform; g, mounting a safety lock and a hoist; h, mounting an electrical box; i, mounting a heavy hammer; installing a J limiter; k, carrying out trial operation on the hanging basket. According to the construction method of the steel wire rope lengthened rear support type hanging basket, the tower crane and the outer frame are not influenced to be dismantled, the flower frame beams can be constructed together, so that the construction period is saved by 30 days, the construction cost of the hanging basket and the labor cost of the construction period can be greatly reduced, the roof flower frame beams are effectively utilized to support the hanging basket, the construction is convenient, the construction period is shortened, the performance quality is improved, the steel wire rope lengthened rear support type hanging basket is safe and reliable, the construction of a curtain wall and paint of a high flower frame beam building is well solved, and the occurrence of accidents is effectively reduced.
Description
Technical Field
The invention relates to the field of building construction, in particular to a construction method of a support type hanging basket after steel wire rope lengthening.
Background
With the increasing number of high-rise buildings, hanging baskets are widely used in various projects as high-rise decoration and finishing working platforms. However, the height range of the hanging basket support which can be normally adjusted is 0.8 m-1.7 m, and when the parapet or the flower stand beam (the height of the curtain wall is greater than that of the flower stand beam) exceeds the height-adjustable range of the front support, if a mode that the rear support is lifted by the support frame or the hanging frame is locally added is adopted, the problem of inconvenience in mounting and dismounting or measure expense for adding the hanging frame exists.
Disclosure of Invention
The invention aims to: aiming at the problems that in the prior art, the height range of the hanging basket support which can be normally adjusted is changed by adopting a mode that the support frame is used for lifting the rear support or locally increasing the cantilever frame, and the mounting and dismounting are inconvenient or the measure expense of the cantilever frame is increased, the construction method of the steel wire rope lengthened rear support type hanging basket is provided.
In order to achieve the purpose, the invention adopts the technical scheme that:
a construction method of a support type hanging basket after steel wire rope lengthening comprises the following steps:
A. support scaffold platform erection
The method comprises the steps that a scaffold platform is supported for stress calculation, the calculation width is determined according to the length of a hanging basket after front, middle and rear beams are assembled, the calculation height is the height of a flower shelf beam plus a front support, and the calculation length is the roof length of the mounting range of a steel wire rope extension rear support hanging basket;
the front beam is arranged on a front support of the steel rectangular tube, the front support of the steel rectangular tube is fixed on a flower frame beam, so that the load of the front support arm of the hanging basket is transferred to the flower frame beam through the front support of the steel rectangular tube, the position of the front support arm of the hanging basket is reinforced by double upright posts, the rear beam is arranged on the steel tube frame, the front beam and the rear beam are pressed on the steel tube frame by steel tubes to prevent displacement, two sides are clamped by fasteners, meanwhile, the middle support seat is reinforced again by double upright posts, horizontal scissors supports are added at the bottom and the top of the scaffold to ensure that the stress of the whole support arm of the hanging basket is uniform, a counterweight balance load is arranged at the rear end, the front height and the rear height of a cantilever beam are not more than 2 percent of the length of the beam, in order to ensure the;
B. mounting of suspension mechanism
The bottom of the suspension mechanism support is padded with square timber to prevent the suspension mechanism from being damaged due to direct contact with a steel pipe, the front, middle and rear beams are adjusted to a proper length and then fixed by bolts, and the support is installed;
the adjustable suspension bracket enables the lower side surface of the front beam to be higher than the height of the outer curtain wall by adjusting the height of the support, and after the suspension mechanism is positioned, a cushion wood block is additionally arranged between the lower side surface of the extending end of the front beam and the flower stand beam for fixing;
the hanging basket support arm is fixed by angle steel to prevent the hanging basket suspension mechanism from horizontally moving, then steel pipes are placed on front and rear beams of the suspension mechanism, and the steel pipes are locked by fasteners to prevent the hanging basket suspension mechanism from vertically moving;
C. steel wire rope lengthening rear support
After being weighted, the suspension mechanism is placed on the rear support and then locked, and then the rear support and the rear beam inserted bar are connected by a steel wire; the rear bracket and the rear beam inserted bar are respectively provided with a high-strength bolt, steel wire rope guide wheels are arranged on two sides of the bolt, a connecting steel wire rope is sleeved in the guide wheels on two sides of the rear bracket and the inserted bar high-strength bolt, and the steel wire rope is fixed by a rope clamp to prevent falling off;
D. wire rope installation
When the reinforced steel wire rope is tensioned, the front beam is upwarped by 3-5 cm to generate prestress, and the rigidity of the front beam is improved;
when the steel wire rope is clamped, the number of the rope clamps is 4, the U-shaped openings are arranged on the opposite side of the tail end of the steel wire rope, the directions of the U-shaped openings are consistent, the distance between the first 3 rope clamps is 50mm to 60mm, the distance between the third 3 rope clamps and the fourth 4 rope clamps is 60mm to 80mm, the safety bending height is kept about 40mm, and finally 140mm of allowance is reserved behind the fourth 4 rope clamps;
when the steel wire rope is vertically placed, the steel wire rope is freely coiled on the floor, the rope head is carefully pulled out and slowly slides downwards along the wall surface, the tangled rope is carefully separated and pressed after the steel wire rope is completely coiled, and redundant steel wire ropes on the ground are carefully coiled and tightened;
E. installing a safety rope and a rope clamp;
F. mounting a suspension platform;
G. installing a safety lock and a hoist;
H. installing an electric appliance box;
I. mounting a heavy hammer;
J. installing a limiter;
K. and (5) trial operation of the hanging basket.
By adopting the construction method of the steel wire rope lengthened rear support type hanging basket, the dismantling of a tower crane and an outer support is not influenced, and the flower frame beams can be constructed together, so that the construction period is saved by 30 days, the construction cost of the hanging basket and the labor cost of the construction period can be greatly reduced, the roof flower frame beams are effectively utilized to support the hanging basket, the construction is convenient, the construction period is shortened, the performance quality is improved, the steel wire rope lengthened rear support type hanging basket is safe and reliable, the construction of a high flower frame beam building curtain wall and paint is well solved, the occurrence of accidents is effectively reduced, the height adjustable range of the rear support can be increased to 3-10 m, and the requirements are met.
Preferably, in the step A, the front bracket of the steel rectangular pipe is fixed on the truss girder by using a chemical anchor bolt.
Preferably, in the step A, after the supporting scaffold platform is erected, the auxiliary scaffold and the lightning-protection reserved steel bar of the roof are connected by round steel, and the steel wire rope of the hanging basket in the lightning weather is prevented from being fused in an electrified mode.
Preferably, the step E includes hanging two independent safety ropes from the roof layer before the hanging basket is installed and used, the safety ropes are all tied firmly at the climbing point of the roof on the roof, the safety ropes are placed in the middle of the hanging basket after the hanging of the roof is finished, the self-locking device is directly installed on the safety ropes, and the safety ropes are all tied on the steel wire ropes after the steel wire ropes are firmly bound with the structural columns.
Preferably, the step F comprises the steps of selecting a flat floor as a mounting surface, flatly placing the bottom plate with the bed height being more than 200mm, aligning the butt joint of each basic section, mounting the basket piece, placing the low basket piece on one side of the working surface, connecting the basket piece with the working surface through bolts, guaranteeing the whole platform frame to be flat and straight after pre-tightening, mounting the elevator at the two ends of the side basket, enabling the safety lock support to face the outer side of the platform during mounting, and uniformly fastening all connecting bolts after mounting.
Preferably, the step G comprises the steps that a safety lock and a hoister are respectively arranged in a safety lock support and a hoister support on a hoister mounting frame at the two ends of the suspension platform, and when the safety lock is arranged, a swing arm roller faces the inner side of the platform; the elevator is arranged in the suspension platform, the elevator is conveyed into the suspension platform during installation, a rectangular concave frame on the back of the elevator is aligned to the elevator support, the pin shaft is inserted and locked by the lock pin, and then the elevator is fixed on a transverse frame of the elevator installation frame by two connecting bolts at the upper end of the elevator box body.
Preferably, the step H includes that the electrical box is mounted on the rear rail sheet in the middle of the suspension platform, the electrical box door faces the inner side of the suspension platform, and the electrical box is fixed on the rail of the rail sheet by two lifting tabs; after the electric box is installed and fixed, inserting connector plugs of a power cable, a motor cable and an operation switch cable into corresponding sockets at the lower end of the electric box; each aviation plug is respectively inserted into a corresponding socket below the electrical appliance box, and all aviation plugs are aligned to the notches in the plugging process to ensure that the plugging is in place so as to prevent the virtual connection from being damaged and connect a power supply after the correctness is confirmed.
Preferably, step I includes, when installing the weight, clamping the two halves at the lower end of the steel cable 15 cm away from the ground, and then fastening the steel cable to the steel cable by bolts, and tightening the steel cable vertically.
Preferably, the step J comprises the steps that the limiting device is installed at the upper ends of the two working steel wire ropes and is 20CM away from the lower end of the front beam, a limiting device screw is firmly fixed on the steel wire ropes, and the stop of the ultrahigh limiting device is installed at a position 80CM away from the top end.
In summary, due to the adoption of the technical scheme, the invention has the beneficial effects that:
according to the construction method of the steel wire rope lengthened rear support type hanging basket, the tower crane and the outer frame are not influenced to be dismantled, the flower frame beams can be constructed together, the construction period is saved by 30 days, the construction cost of the hanging basket and the labor cost of the construction period can be greatly reduced, the roof flower frame beams are effectively utilized for supporting the hanging basket, the construction is convenient, the construction period is shortened, the performance quality is improved, the steel wire rope lengthened rear support type hanging basket is safe and reliable, the construction of a high flower frame beam building curtain wall and coating is well solved, the occurrence of accidents is effectively reduced, the height adjustable range of the rear support can be increased to 3-10 m, and the requirements are met.
Drawings
FIG. 1 is a schematic flow chart of a construction method of a support type hanging basket after steel wire rope lengthening according to the invention;
FIG. 2 is a first structural schematic diagram of a cradle after the steel wire rope is lengthened;
FIG. 3 is a schematic structural diagram II of the cradle after the steel wire rope is lengthened;
fig. 4 is a third structural schematic diagram of the steel wire rope lengthened rear support type hanging basket of the invention.
Reference numerals: 1-steel wire rope, 2-hanging basket, 3-supporting scaffold, 4-flower frame beam, 5-steel rectangular pipe front support, 6-rear steel plate, 7-counterweight, 8-vertical rod, 9-chemical anchor bolt, 10-hanging basket front support arm and 11-angle steel.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings.
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Examples
As shown in fig. 1 to 4, the construction method of a steel wire rope lengthened rear support type hanging basket 2 comprises the following steps:
A. support scaffold 3 platform erection
Supporting a scaffold 3 platform for stress calculation, wherein the calculation width is determined according to the length of the hanging basket 2 after the front, middle and rear beams are assembled, the calculation height is the height of the flower shelf beam 4 plus the front support, and the calculation length is the roof length within the installation range of the rear support type hanging basket 2 after the steel wire rope 1 is lengthened; the longitudinal and transverse intervals of the vertical rods 8 are determined according to the stress calculation result, only the construction load of installing and detaching the hanging basket 2 is considered during calculation, the stress of the hanging basket 2 is mainly transmitted to the flower shelf beam 4 through the front support, the supporting scaffold 3 platform is an auxiliary installation platform for the hanging basket 2, and the load conditions of the flower shelf beam 4 and the roof are required to be rechecked;
the front beam is arranged on a front support 5 of the steel rectangular tube (the specification of the steel rectangular tube is 80 multiplied by 8 mm), the front support 5 of the steel rectangular tube is fixed on a flower frame beam 4 by adopting a chemical anchor bolt 9, so the load of a front support arm 10 of the hanging basket is transmitted to the flower frame beam 4 through the front support 5 of the steel rectangular tube, the position of the front support arm 10 of the hanging basket is reinforced by adopting double upright posts (the front end of a steel tube supporting platform), a rear beam is arranged on the steel tube frame, the front beam and the rear beam are pressed on the steel tube frame by using steel tubes to prevent displacement, two sides are clamped by adopting fasteners, meanwhile, the middle support seat is reinforced again by adopting double upright posts 8, horizontal cross braces; the rear end is provided with a counterweight 7 for balancing load, the overhanging beam is high in front and low in back, the horizontal height difference between the front and the back is not more than 2% of the length of the beam, in order to ensure the safety of the scaffold for the operator to get on and off and avoid climbing, a safe upper and lower channel is additionally arranged from the floor surface to the top of the scaffold, and two sides of the channel are provided with 900-high protective guards;
the rear steel plate 6 adopts a 10mmQ235B carbon steel buried plate, the chemical anchor bolts 9 adopt high-quality anchor bolts for curtain walls, the implantation process is the same as that of the curtain walls, and a group (5 positions) of spot drawing-resistant experiments are qualified; the distance between the vertical rods 8 of the bracket is not more than 500mm, and the wall thickness of all steel rectangular pipes of the bracket is consistent with the material of the front beam and the rear beam of the original plant of the hanging basket 2; an E4303 type phi 3.2 welding rod is adopted between the steel rectangular tube and the rear steel plate 6, the welding line is in the form of a fillet welding line, the quality grade is a three-level welding line, and the length of the welding line is full-length welded along the lap joint of the component; welding seams at all welding positions are full and uniform, the defects of cracks, unmelted welding, slag inclusion, welding beading, undercut, burnthrough, air holes and the like are avoided, and after welding, the welding slag is knocked out and coated with anti-rust paint twice;
after the auxiliary platform is erected, the auxiliary scaffold is effectively connected with the lightning-protection reserved steel bar of the roof by adopting phi 12 round steel, so that the steel wire rope 1 of the hanging basket 2 is prevented from being electrified and fused in the lightning weather;
B. mounting of suspension mechanism
The bottom of the suspension mechanism support is padded with square timber to prevent the suspension mechanism from being damaged due to direct contact with a steel pipe, the front, middle and rear beams are adjusted to a proper length and then fixed by bolts, and the support is installed;
the adjustable suspension bracket enables the lower side surface of the front beam to be slightly higher than the height of the outer curtain wall by adjusting the height of the support, and a cushion block is additionally arranged between the lower side surface of the extending end of the front beam and the flower shelf beam 4 for fixing after the suspension mechanism is positioned;
the supporting arm of the hanging basket 2 is fixed by angle steel 11 to prevent the hanging mechanism of the hanging basket 2 from horizontally moving, then a steel pipe is placed on the front beam and the rear beam of the hanging mechanism, and the steel pipe is locked by a fastener to prevent the hanging mechanism of the hanging basket 2 from vertically moving;
C. steel wire rope 1 lengthening rear support
The suspension mechanism is provided with a balance weight 7, then is placed on the rear support and then is locked, and then the rear support and the rear beam inserted bar are connected by a steel wire; the rear bracket and the rear beam inserted bar are respectively provided with a high-strength bolt, the two sides of the bolt are provided with steel wire rope 1 guide wheels, the connecting steel wire ropes 1 (2) are sleeved in the guide wheels at the two sides of the rear bracket and the inserted bar high-strength bolt, and the steel wire rope 1 is fixed by a rope clamp to prevent falling off (the distance between the rope clamp and the guide wheels is not more than 50 mm);
D. installation of a wire rope 1
When the reinforced steel wire rope 1 is tensioned, the front beam slightly tilts upwards by 3-5 cm to generate prestress, and the rigidity of the front beam is improved;
when the steel wire rope 1 is clamped, the number of the rope clamps is 4, the U-shaped openings are arranged on the opposite side of the tail end of the steel wire rope 1, the directions are consistent, the distance between the first 3 rope clamps is 50 mm-60 mm, the distance between the 3 rd rope clamp and the 4 th rope clamp is 60 mm-80 mm, the safety bending height is kept about 40mm, and finally, 140mm of allowance is reserved behind the 4 th rope clamp;
when the steel wire rope 1 is vertically placed, the steel wire rope 1 is freely coiled on the floor, the rope head is carefully pulled out and slowly slides downwards along the wall surface, the tangled rope is carefully separated and pressed after the steel wire rope 1 is completely coiled, and redundant steel wire ropes 1 on the ground are carefully coiled and tightened;
E. installation of safety rope and rope clip
Before the hanging basket 2 is installed and used, two independent safety ropes must be hung from a roof layer, the safety ropes must be firmly tied to a climbing point of a roof on the roof, the safety ropes cannot be climbed on a hanging mechanism, the safety ropes are placed in the middle of the hanging basket 2 after the hanging at the top, a self-locking device is directly installed on the safety ropes, a constructor must hang safety belts on the self-locking device on the safety ropes during construction, because roof structural columns are few, a phi 12 steel wire rope 1 is adopted to encircle a circle along the roof, and after the steel wire rope 1 is firmly bound with the structural columns, the safety ropes are all tied on the steel wire rope 1;
F. mounting of suspended platforms
Selecting a flat floor as an installation surface, raising a bottom plate by more than 200mm, flatly placing the bottom plate, aligning the butt joints of all basic sections, installing basket pieces, placing the lower basket pieces on one side of a working surface, connecting the lower basket pieces by using bolts, pre-tightening to ensure that the whole platform frame is straight, installing a lifter at two ends of a side basket, directing a safety lock support to the outer side of the platform during installation, and uniformly fastening all connecting bolts after installation;
G. safety lock and installation of elevator
The safety lock and the hoister are respectively arranged in a safety lock bracket and a hoister support on the hoister mounting frames at the two ends of the suspension platform, and the swing arm roller faces the inner side of the platform when the safety lock is mounted;
the hoisting machine is arranged in the suspension platform, and is conveyed into the suspension platform during installation, so that a rectangular concave frame on the back of the hoisting machine is aligned with a hoisting machine support, a pin shaft is inserted and locked by a lock pin, and then the hoisting machine is fixed on a transverse frame of a hoisting machine mounting frame by two connecting bolts at the upper end of a hoisting machine box body; or after the power is on, the working steel wire rope 1 is inserted into the hoisting machine outside the suspension platform, and the hoisting button is clicked to hoist the hoisting machine into the suspension platform for installation; when the method is adopted for installation, the rope outlet of the hoister needs to be stably padded, and when the steel wire rope 1 is exposed out of the rope outlet, the rope is carefully led out by hands, so that the head of the steel wire rope 1 is prevented from impacting the ground and being damaged;
H. mounting of electrical boxes
The electric box is arranged on a rear (high) rail sheet in the middle of the suspension platform, the electric box door faces the inner side of the suspension platform, and the electric box is fixed on a rail of the rail sheet by two lifting bars;
after the electric appliance box is installed and fixed, inserting plug connectors of a power cable, a motor cable and a control switch cable into corresponding sockets at the lower end of the electric appliance box (a lower limit travel switch is installed on an installation plate at the lower part of a mounting frame of a hoisting machine);
each aviation plug is respectively inserted into a corresponding socket below the electrical box, and all the aviation plugs must be aligned to the notches in the plugging process to ensure that the plugging is in place so as to prevent the virtual connection from being damaged and connect a power supply after the correctness is confirmed;
I. mounting of weights
The heavy hammer is hung at the lower end of a safe steel wire rope 1 and used for tensioning and stabilizing the steel wire rope 1 of a hanging basket 2, so that the swinging of a hanging platform is prevented, the steel wire rope 1 is pulled along with the hanging platform to influence the normal operation of the hanging platform during lifting, two half pieces are clamped at the lower end of the steel wire rope 1 and separated from the ground by 15 cm during installation, then the two half pieces are fastened on the steel wire rope 1 by bolts, and the steel wire rope 1 is vertically tightened;
J. mounting of stops
The position limiters are arranged at the upper ends of the two working steel wire ropes 1 and 20CM below the end heads of the front beams, the position limiter screws are firmly fixed on the steel wire ropes 1, the stop of the ultrahigh position limiter is arranged at a position 80CM away from the top end, and the position limiters are strictly prevented from moving up and down, so that when the suspension platform rises to the top, the motor cannot effectively contact with the position limiters and automatically cut off the power, and top falling (rushing) accidents occur;
K. test run of cradle 2
Carrying out no-load and full-load test operation, observing the verticality of the suspension mechanism and the relaxation degree of the steel wire rope 1 by someone on the roof in the debugging process, and communicating upstairs and downstairs information to complete debugging;
l, acceptance
According to the regulation of the technical safety standard of construction tool type scaffolds (JGJ 202-2010) 8.2.1, the high-altitude operation hanging basket 2 must be accepted by units such as construction, installation, supervision and the like before use, and the hanging basket 2 which is not accepted or is unqualified in acceptance cannot be used; reporting to a construction unit after the self-checking of the hanging basket 2 installation unit is finished, and organizing the checking and accepting work by the construction unit; according to the requirement of ' notice about implementing record registration management on construction high-altitude operation hanging baskets 2 ' of a city and county construction engineering safety supervision station ', the record registration is handled within 7 days after the high-altitude operation hanging baskets 2 are erected and are accepted by a supervision unit, a construction unit and a high-altitude operation hanging basket 2 leasing (installing) unit together.
Comparative analysis
Taking a project office building as an example, the cost of the flower frame beam 4 6.6 meters away from the roof is shown in the following table, namely, the cost of the existing mode of lifting the rear support by the support frame, the existing mode of increasing the cantilever frame locally and the mode of lengthening the rear support type hanging basket 2 by the steel wire rope 1 are respectively adopted:
| |
Shelf lease fees and shelf setting Expense (Yuan) | Overhanging scaffold and daily maintenance Fischer (yuan) | |
Installation fee (Yuan) | Transportation fee (Yuan) | Cost of elevator for external use (Yuan) | Tower crane cost (Yuan) | Total of (Yuan) |
| |
15000 | 0 | 100500 | 28000 | 3000 | 15000 | 0 | 161500 |
| |
0 | 50000 | 96000 | 24000 | 1700 | 0 | 30000 | 201700 |
| With rear supports raised by |
22000 | 0 | 100500 | 30000 | 3000 | 15000 | 0 | 170500 |
As can be seen from the above table, compared with the prior art, the steel wire rope 1 after-lengthened supporting type hanging basket 2 obtained by the construction method of the steel wire rope 1 after-lengthened supporting type hanging basket 2 is as low as 1 ten thousand yuan at least compared with the prior art, and the hanging basket 228 platforms are used in total in the project, so that 28 ten thousand yuan is directly saved; the steel wire rope 1 is adopted to lengthen the rear support type hanging basket 2, so that the tower crane and the outer frame are not influenced to be dismantled, and the support type beams 4 can be constructed together, so that the construction period is saved by 30 days, and the cost is saved by 40200 yuan; meanwhile, the method effectively utilizes the roof flower frame beam 4 to support the hanging basket 2, is convenient to construct, shortens the construction period, improves the performance quality, is commented by the consistency of construction units and supervision units, is safe and reliable after the steel wire rope 1 is lengthened, well solves the construction of the curtain wall and the coating of the high flower frame beam 4, effectively reduces the occurrence of accidents, and can increase the height adjustable range of the rear support to 3-10 m.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.
Claims (9)
1. A construction method of a support type hanging basket after steel wire rope lengthening is characterized by comprising the following steps:
A. support scaffold platform erection
The method comprises the steps that a scaffold platform is supported for stress calculation, the calculation width is determined according to the length of a hanging basket after front, middle and rear beams are assembled, the calculation height is the height of a flower shelf beam plus a front support, and the calculation length is the roof length of the mounting range of a steel wire rope extension rear support hanging basket;
the front beam is arranged on a front support of the steel rectangular tube, the front support of the steel rectangular tube is fixed on a basket beam, the position of a front support arm of the basket is reinforced by double vertical columns, the rear beam is arranged on the steel tube frame, the front beam and the rear beam are pressed on the steel tube frame by steel tubes, the two sides of the front beam and the rear beam are clamped by fasteners, the middle support is reinforced again by double vertical rods, horizontal cross braces are added at the bottom and the top of the scaffold, and a counterweight balance load is arranged at the rear;
B. mounting of suspension mechanism
Adjusting the front, middle and rear beams to proper lengths, fixing the beams by bolts, and mounting a bracket;
the adjustable suspension bracket enables the lower side surface of the front beam to be higher than the height of the outer curtain wall by adjusting the height of the support, and after the suspension mechanism is positioned, a cushion wood block is additionally arranged between the lower side surface of the extending end of the front beam and the flower stand beam for fixing;
the hanging basket support arm is fixed by angle steel to prevent the hanging basket suspension mechanism from horizontally moving, then steel pipes are placed on front and rear beams of the suspension mechanism, and the steel pipes are locked by fasteners to prevent the hanging basket suspension mechanism from vertically moving;
C. steel wire rope lengthening rear support
After being weighted, the suspension mechanism is placed on the rear support and then locked, and then the rear support and the rear beam inserted bar are connected by a steel wire; the rear bracket and the rear beam inserted bar are respectively provided with a high-strength bolt, steel wire rope guide wheels are arranged on two sides of the bolt, a connecting steel wire rope is sleeved in the guide wheels on two sides of the rear bracket and the inserted bar high-strength bolt, and the steel wire rope is fixed by a rope clamp to prevent falling off;
D. wire rope installation
When the reinforced steel wire rope is tensioned, the front beam is upwarped by 3-5 cm to generate prestress, and the rigidity of the front beam is improved;
when the steel wire rope is clamped, the number of the rope clamps is 4, the U-shaped openings are arranged on the opposite side of the tail end of the steel wire rope, the directions of the U-shaped openings are consistent, the distance between the first 3 rope clamps is 50mm to 60mm, the distance between the third 3 rope clamps and the fourth 4 rope clamps is 60mm to 80mm, the safety bending height is kept about 40mm, and finally 140mm of allowance is reserved behind the fourth 4 rope clamps;
when the steel wire rope is vertically placed, the steel wire rope is freely coiled on the floor, the rope head is carefully drawn out and slowly slides downwards along the wall surface, the tangled rope is separately pressed after the steel wire rope is completely coiled, and redundant steel wire ropes on the ground are carefully coiled and tightened;
E. installing a safety rope and a rope clamp;
F. mounting a suspension platform;
G. installing a safety lock and a hoist;
H. installing an electric appliance box;
I. mounting a heavy hammer;
J. installing a limiter;
K. and (5) trial operation of the hanging basket.
2. The construction method of a steel wire rope lengthening rear support type hanging basket according to claim 1, wherein in the step A, a front support of the steel rectangular pipe is fixed on the flower frame beam by adopting a chemical anchor bolt.
3. The construction method of a steel wire rope lengthened rear support type hanging basket according to claim 1, wherein in the step A, after the supporting scaffold platform is erected, the auxiliary scaffold is connected with the lightning protection reserved steel bars of the roof by using round steel.
4. A steel wire rope lengthening and support hanging basket construction method according to claim 1, wherein the step E comprises hanging two independent safety ropes from a roof layer before the hanging basket is installed and used, the safety ropes are all firmly tied to a climbing point of the roof on the roof, the safety ropes are placed in the middle of the hanging basket after the hanging of the roof is finished, the self-locking device is directly installed on the safety ropes, and the safety ropes are all tied to the steel wire rope after the steel wire rope is firmly bound with the structural column.
5. The construction method of a steel wire rope lengthened rear support type hanging basket according to claim 1, wherein the step F comprises the steps of selecting a flat floor as a mounting surface, flatly placing a bottom plate with a bedding height of more than 200mm, aligning butt joints of all basic sections, installing basket pieces, placing the lower basket pieces on one side of a working surface, connecting the basket pieces through bolts, guaranteeing the whole platform frame to be straight after pre-tightening, installing a hoisting machine at two ends of a side basket, enabling a safety lock support to face the outer side of the platform during installation, and evenly fastening all connecting bolts after the installation.
6. The construction method of a steel wire rope lengthened rear support type hanging basket according to claim 1, wherein the step G comprises the steps that a safety lock and a hoist are respectively arranged in a safety lock support and a hoist support on a hoist mounting frame at two ends of a suspension platform, and when the safety lock is arranged, a swing arm roller faces to the inner side of the platform; the elevator is arranged in the suspension platform, the elevator is conveyed into the suspension platform during installation, a rectangular concave frame on the back of the elevator is aligned to the elevator support, the pin shaft is inserted and locked by the lock pin, and then the elevator is fixed on a transverse frame of the elevator installation frame by two connecting bolts at the upper end of the elevator box body.
7. The construction method of a steel wire rope lengthened rear support type hanging basket according to claim 1, wherein the step H comprises the steps that an electric box is arranged on a rear rail piece in the middle of the suspension platform, the electric box door faces the inner side of the suspension platform, and the electric box is fixed on a rail of the rail piece through two lifting bars; after the electric box is installed and fixed, inserting connector plugs of a power cable, a motor cable and an operation switch cable into corresponding sockets at the lower end of the electric box; each aviation plug is respectively inserted into a corresponding socket below the electrical appliance box, and all aviation plugs are aligned to the notches in the plugging process to ensure that the plugging is in place so as to prevent the virtual connection from being damaged and connect a power supply after the correctness is confirmed.
8. The method as claimed in claim 1, wherein the step I comprises clamping the two halves to the lower end of the wire rope 15 cm away from the ground when the weight is installed, and then fastening the halves to the wire rope with bolts, and the wire rope is tightened vertically.
9. A method as claimed in any one of claims 1 to 8, wherein step J comprises mounting a stop at the upper end of the two working cables 20cm below the end of the front beam, the stop being screwed firmly to the cables, and mounting an ultra-high stop at 80cm from the top end.
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356556A (en) * | 2021-05-31 | 2021-09-07 | 上海二十冶建设有限公司 | Steel structure-based counterweight-free hanging basket installation method |
| CN113738089A (en) * | 2021-09-30 | 2021-12-03 | 陕西建工第一建设集团有限公司 | Hanging basket integral installation construction method of specially-made hanging mechanism device |
| CN114165039A (en) * | 2021-12-28 | 2022-03-11 | 南通大学 | Construction method of electric hanging basket |
| CN114474784A (en) * | 2022-01-19 | 2022-05-13 | 中国人民解放军国防科技大学 | Preparation method and device of micron-sized regularly-arranged fiber tows |
| CN115059282A (en) * | 2022-07-07 | 2022-09-16 | 中建二局第三建筑工程有限公司 | Trackless hanging basket erection construction method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2003112A (en) * | 1977-08-03 | 1979-03-07 | Norwest Holst Specialised Eng | Suspended Platform |
| CN206844431U (en) * | 2017-06-15 | 2018-01-05 | 中冶建工集团有限公司 | A kind of curtain wall construction support |
| CN208934377U (en) * | 2018-07-09 | 2019-06-04 | 中建二局第三建筑工程有限公司 | Roof flower set a roof beam in place on without counterweight nacelle device |
-
2021
- 2021-03-03 CN CN202110236698.7A patent/CN112681714A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2003112A (en) * | 1977-08-03 | 1979-03-07 | Norwest Holst Specialised Eng | Suspended Platform |
| CN206844431U (en) * | 2017-06-15 | 2018-01-05 | 中冶建工集团有限公司 | A kind of curtain wall construction support |
| CN208934377U (en) * | 2018-07-09 | 2019-06-04 | 中建二局第三建筑工程有限公司 | Roof flower set a roof beam in place on without counterweight nacelle device |
Non-Patent Citations (1)
| Title |
|---|
| 百度文库: ""电动吊篮施工方案"，百度文库，第3-10页，2017年9月", 《百度文库》 * |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356556A (en) * | 2021-05-31 | 2021-09-07 | 上海二十冶建设有限公司 | Steel structure-based counterweight-free hanging basket installation method |
| CN113738089A (en) * | 2021-09-30 | 2021-12-03 | 陕西建工第一建设集团有限公司 | Hanging basket integral installation construction method of specially-made hanging mechanism device |
| CN114165039A (en) * | 2021-12-28 | 2022-03-11 | 南通大学 | Construction method of electric hanging basket |
| CN114474784A (en) * | 2022-01-19 | 2022-05-13 | 中国人民解放军国防科技大学 | Preparation method and device of micron-sized regularly-arranged fiber tows |
| CN114474784B (en) * | 2022-01-19 | 2023-07-18 | 中国人民解放军国防科技大学 | Method and device for preparing micron-sized regularly-arranged fiber tows |
| CN115059282A (en) * | 2022-07-07 | 2022-09-16 | 中建二局第三建筑工程有限公司 | Trackless hanging basket erection construction method |
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