CN118049059A - Main tower reinforcement integral binding construction method - Google Patents
Main tower reinforcement integral binding construction method Download PDFInfo
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- CN118049059A CN118049059A CN202410347163.0A CN202410347163A CN118049059A CN 118049059 A CN118049059 A CN 118049059A CN 202410347163 A CN202410347163 A CN 202410347163A CN 118049059 A CN118049059 A CN 118049059A
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- 238000010276 construction Methods 0.000 title claims abstract description 48
- 230000002787 reinforcement Effects 0.000 title description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 90
- 239000010959 steel Substances 0.000 claims abstract description 90
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 24
- 230000003014 reinforcing effect Effects 0.000 claims description 23
- 238000000034 method Methods 0.000 claims description 17
- 238000007689 inspection Methods 0.000 claims description 7
- 238000009434 installation Methods 0.000 claims description 7
- 238000005192 partition Methods 0.000 claims description 6
- 230000006978 adaptation Effects 0.000 claims description 3
- 238000005259 measurement Methods 0.000 claims description 3
- 230000008878 coupling Effects 0.000 claims 1
- 238000010168 coupling process Methods 0.000 claims 1
- 238000005859 coupling reaction Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 description 10
- 230000001276 controlling effect Effects 0.000 description 3
- 208000027418 Wounds and injury Diseases 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 208000014674 injury Diseases 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- 230000003068 static effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The invention belongs to the technical field of binding of main tower steel bars, and particularly relates to a construction method for binding the whole main tower steel bars. And secondly, installing and placing a stiff framework above the positioning base for assembling. And thirdly, arranging a construction operation platform on the periphery of the stiff framework by utilizing a crane, hoisting an operation top plate at the top, and horizontally hoisting and placing the operation top plate in hoisting by a horizontal adjusting mechanism. According to the construction method for the integral binding of the main tower steel bars, the horizontal adjusting mechanism and the multi-angle adjusting mechanism are used in the integral binding operation of the main tower steel bars, so that the automatic adjustment of the placing angles of a plurality of steel bars is realized, and the construction efficiency can be improved: the automatic adjustment of the angle of placing the reinforcing steel bars can greatly reduce the time of manual intervention, improve the efficiency of binding operation and shorten the construction period.
Description
Technical Field
The invention relates to the technical field of main tower reinforcement, in particular to a construction method for integral reinforcement of main tower reinforcement.
Background
The existing main tower steel bar binding operation is that a positioning base is firstly installed on the ground, then a stiff framework is arranged above the positioning base, vertical steel bars are taken to be inserted into grooves of the stiff framework, binding operation is directly carried out, limiting binding can only be carried out by approximately utilizing the grooves of the stiff framework, and then the placing position and angle of the vertical steel bars are required to be manually adjusted in binding, so that the placing position and angle of all the steel bars in the whole steel bar binding are required to be manually adjusted to adapt to the pouring angle of a main tower, the degree of automation is low, the construction efficiency is long, and the working difficulty of post inspection and adjustment is increased, so that the whole binding construction method of the main tower steel bars is required.
Disclosure of Invention
Based on the prior art, the invention provides a construction method for binding the whole reinforcing steel bars of a main tower.
The invention provides a construction method for binding whole reinforcing steel bars of a main tower, which comprises the following steps of installing a reinforcing steel bar datum section positioning base.
And secondly, installing and placing a stiff framework above the positioning base for assembling.
And thirdly, arranging a construction operation platform on the periphery of the stiff framework by utilizing a crane, hoisting an operation top plate at the top, and horizontally hoisting and placing the operation top plate in hoisting by a horizontal adjusting mechanism.
And fourthly, lifting the operation top plate through the crane, controlling the vertical dimension of the operation top plate and the positioning base below to reach a set value in the vertical direction, and then moving in the horizontal direction to adjust the set position.
Step five, constructors carry out the perpendicular to operation roof through taking the reinforcing bar in proper order in the bottom of operation roof, utilize the multi-angle adjustment mechanism that the below set up to carry out clamping installation, and peg graft inside the recess that stiffness skeleton surface set for, then utilize multi-angle adjustment mechanism to realize the angle between the vertical direction of reinforcing bar and the bottom horizontal plane of operation roof and carry out automatically regulated operation.
Step six, after the adjustment of a plurality of steel bar installation angles at the bottom of the operation top plate is finished, constructors carry out binding operation on the steel bars and the stiff framework above the construction operation platform, so that the surface of the steel bars inserted into each groove on the surface of the stiff framework is bound and locked.
Step seven, binding the steel bars in the horizontal direction from bottom to top sequentially after binding the steel bars in the vertical direction, binding the lowest horizontal steel bars in the binding operation firstly, taking the limiting partition plates to place the tops of the previously installed horizontal steel bars after the binding is finished, taking the second horizontal steel bars to place the tops of the limiting partition plates, enabling the second horizontal steel bars to be parallel to the horizontal steel bars below, and then binding the steel bars sequentially.
And step eight, after the whole binding of the segment reinforcing steel bars is finished, carrying out binding state inspection of the reinforcing steel bars in the horizontal direction and the reinforcing steel bars in the vertical direction and interval measurement between the reinforcing steel bars, and placing the reinforcing steel bars in a finished product temporary storage area for storage after the inspection is qualified, and waiting for hoisting construction of the crane.
Preferably, the horizontal adjusting mechanism comprises steel ropes, two steel ropes are vertically and alternately distributed, two ends of each steel rope are fixedly mounted on the top surface of the operation top plate, a plurality of inserting holes are formed in the surface of the operation top plate and are distributed in an annular array, and the inner walls of the inserting holes are movably sleeved on the circular arc surfaces of the steel bars.
Preferably, a transverse horizontal sensor and a transverse vertical sensor are respectively installed at the bottom of the operation top plate, the transverse horizontal sensor and the transverse vertical sensor are vertically distributed, and the transverse horizontal sensor and the transverse vertical sensor are also vertically overlapped.
Preferably, the electric telescopic rod is installed at the top center of the operation top plate, the guide rails are further installed at the top of the operation top plate, the four guide rails and the four electric telescopic rods are distributed in an annular array, the surfaces of the guide rails are slidably inserted with sliding blocks, a connecting plate is fixedly installed on one side surface of the sliding blocks, the surface of the connecting plate is fixedly installed with the telescopic end of the electric telescopic rod, and a counterweight ball is fixedly installed at the top of the sliding blocks.
Preferably, the multi-angle adjusting mechanism comprises a rotating ring, the rotating ring is rotationally connected with the bottom of the operation top plate through a turntable bearing, each inserting hole is located in the rotating ring, a gear ring is fixedly installed at the bottom of the rotating ring, and a plurality of the rotating rings are distributed in an annular array at the bottom of the operation top plate.
Preferably, a driving motor is fixedly installed at the bottom of the operation top plate, a gear shaft is fixedly installed on an output shaft of the driving motor through a coupler, a driving gear is fixedly installed at one end of the gear shaft, and tooth grooves of the driving gear are meshed with gear teeth of the gear ring.
Preferably, the bottom symmetry of ring gear is installed L type connecting block, two the one end of L type connecting block is all fixed mounting has the bearing frame, the top one end of bearing frame is connected with the angle adjustment axle through the bearing rotation.
Preferably, one side surface of the bearing seat is fixedly provided with an angle adjusting motor, an output shaft of the angle adjusting motor is fixedly arranged at one end of the angle adjusting shaft, the two angle adjusting shafts are coaxial, and the opposite ends of the two angle adjusting shafts are fixedly provided with U-shaped seats.
Preferably, the two side surfaces of the U-shaped seat are respectively connected with a screw through bearings in a rotating way, both ends of the screw are respectively provided with left-handed threads and right-handed threads, a clamping motor is fixedly installed on the outer surface of one side of the U-shaped seat, and an output shaft of the clamping motor is fixedly installed with one end of the screw through a coupler.
Preferably, the surface threaded connection of left hand screw has left clamp splice, the surface threaded connection of right hand screw has right clamp splice, the draw-in groove has all been seted up to one side surface of left clamp splice with the opposite surface of right clamp splice, the circular arc inner wall of draw-in groove and the circular arc surface looks adaptation of reinforcing bar, and the inner wall of two draw-in grooves all extrudees with the circular arc surface of reinforcing bar.
The beneficial effects of the invention are as follows:
Through using horizontal adjustment mechanism and multi-angle adjustment mechanism in the whole ligature operation of main tower reinforcing bar, realize a plurality of reinforcing bars automatic adjustment and put the angle, can improve the efficiency of construction: the automatic adjustment of the angle of the steel bars can greatly reduce the time of manual intervention, improve the efficiency of binding operation and shorten the construction period; the construction quality is improved: the angle adjustment is carried out through mechanical equipment, so that the correct placement position of the steel bars is ensured, personal errors are avoided, and the accuracy and consistency of binding are improved, thereby improving the construction quality; the labor intensity is reduced: the labor intensity of workers in adjusting the positions and angles of the steel bars is reduced, the working comfort level is improved, and the risk of work injury is reduced; the safety is improved: the potential safety hazard in the manual operation process is reduced, the risk of accidents in the construction process is reduced, and the construction safety is improved; labor cost is saved: the manual adjustment requirement is reduced, the manpower resource is saved, and the construction cost is reduced; and (3) automation operation: the automatic adjustment of the angle of placing the steel bars is realized, the construction technology level and the modernization degree are improved, and the development of the construction industry to the automation and intelligent direction is promoted.
Drawings
FIG. 1 is a schematic structural view of a method for integrally binding and constructing a main tower reinforcement;
FIG. 2 is a perspective view of a limiting baffle structure of a construction method for integrally binding main tower steel bars;
FIG. 3 is a perspective view of a positioning base structure of a construction method for binding whole reinforcing steel bars of a main tower;
FIG. 4 is a perspective view of a transverse horizontal sensor structure of a method for integrally binding and constructing a main tower steel bar;
FIG. 5 is a perspective view of a horizontal adjustment mechanism of a method of integral binding construction of the main tower reinforcement;
fig. 6 is a perspective view of a multi-angle adjusting mechanism of a construction method for binding the whole reinforcing steel bars of the main tower.
In the figure: 1. positioning a base; 2. a stiff skeleton; 4. operating the top plate; 5. a horizontal adjustment mechanism; 51. a wire rope; 52. a plug hole; 53. a lateral level sensor; 54. a lateral vertical sensor; 55. an electric telescopic rod; 56. a guide rail; 57. a slide block; 58. a connecting plate; 59. a weight ball; 6. a multi-angle adjusting mechanism; 61. rotating the ring; 62. a gear ring; 63. a driving motor; 64. a gear shaft; 65. a drive gear; 66. an L-shaped connecting block; 67. a bearing seat; 68. an angle adjusting shaft; 69. an angle adjusting motor; 610. a U-shaped seat; 611. a screw; 612. left-handed threads; 613. right-handed threads; 614. clamping a motor; 615. a left clamp block; 616. a right clamp block; 617. a clamping groove; 7. and a limiting baffle plate.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments.
Referring to fig. 1-6, a construction method for binding whole reinforcing steel bars of a main tower comprises the following steps of installing a reinforcing steel bar reference joint positioning base 1.
And secondly, installing and placing the stiff framework 2 above the positioning base 1 for assembly.
And thirdly, arranging a construction operation platform on the periphery of the stiff framework 2 by utilizing a crane, hoisting an operation top plate 4 at the top, and horizontally hoisting and placing the operation top plate 4 in hoisting by a horizontal adjusting mechanism 5.
And step four, lifting the operation top plate 4 by a crane, controlling the vertical dimension of the operation top plate 4 and the lower positioning base 1 to reach a set value in the vertical direction, and then moving in the horizontal direction to adjust the set position.
In order to realize the action of being convenient for automatic angle adjustment and then assisting the action of level adjustment when reinforcing bar and strength nature skeleton 2 ligature, set up level adjustment mechanism 5 and include cable wire 51, two cable wires 51 all are perpendicular alternately and distribute, and the both ends of two cable wires 51 all with the top fixed surface installation of operation roof 4, the spliced eye 52 has been seted up on the surface of operation roof 4, a plurality of spliced eyes 52 all are annular array and distribute, the inner wall of spliced eye 52 cup joints with the circular arc surface activity of reinforcing bar.
Specifically, the lifting operation is performed by using the hook to hook the steel cable 51 to drive the operation top plate 4 to lift the steel cable, so that the steel cable is positioned at the top of the lower positioning base 1 and above the stiff framework 2, and the horizontal movement auxiliary adjustment effect is conveniently performed when the steel bars are bound.
The bottom of the operation top plate 4 is respectively provided with a transverse horizontal sensor 53 and a transverse vertical sensor 54, the transverse horizontal sensor 53 and the transverse vertical sensor 54 are vertically distributed, and the transverse horizontal sensor 53 and the transverse vertical sensor 54 are also vertically overlapped.
Specifically, the horizontal state is detected in real time by using the transverse horizontal sensor 53 and the transverse vertical sensor 54 below after the hoisting, so as to ensure the effect that the operating top plate 4 is always placed in the horizontal state.
The electric telescopic rod 55 is installed in the center of the top of the operation top plate 4, the guide rails 56 are further installed at the top of the operation top plate 4, the four guide rails 56 and the four electric telescopic rods 55 are distributed in an annular array, the surfaces of the guide rails 56 are slidably inserted with the sliding blocks 57, the connecting plate 58 is fixedly installed on one side surface of the sliding blocks 57, the surface of the connecting plate 58 is fixedly installed with the telescopic ends of the electric telescopic rods 55, and the counterweight balls 59 are fixedly installed at the top of the sliding blocks 57.
Specifically, when the horizontal state of the operation top plate 4 is inclined during the real-time monitoring of the horizontal level sensor 53 and the horizontal vertical sensor 54, the electric telescopic rod 55 at the corresponding position is controlled by the inclined position to stretch and retract to drive the sliding block 57 to slide on the surface of the guide rail 56, so that the counterweight ball 59 is driven to move to adjust the gravity center position, the effect of horizontally adjusting the operation top plate 4 is realized, the operation top plate 4 is always in the horizontal state after being hoisted, the effect of assisting the subsequent reinforcement angle adjustment to put and bind in the optimal state is carried out, and the construction precision is enhanced.
Step five, constructors carry out the perpendicular to operation roof 4 through taking the reinforcing bar in proper order in the bottom of operation roof 4, utilize multi-angle adjustment mechanism 6 that the below set up to carry out clamping installation, and peg graft inside the recess that stiffness skeleton 2 surface set for, then utilize multi-angle adjustment mechanism 6 to realize the angle between the vertical direction of reinforcing bar and the bottom horizontal plane of operation roof 4 and carry out automatically regulated operation.
In order to realize angle self-adjustment according to setting for angle in the reinforcement, and a plurality of reinforcing bars all can automatic adjustment, do not need manual adjustment position, and the adjustment is fast and the position of reinforcing bar after the adjustment is static, also be convenient for the reinforcement, improve efficiency of construction and precision, set up multi-angle adjustment mechanism 6 and include the swivel 61, swivel 61 rotates with the bottom of operating roof 4 through the turntable bearing and is connected, and every spliced eye 52 all is located the inside of swivel 61, the bottom fixed mounting of swivel 61 has ring gear 62, a plurality of swivel 61 all are in the bottom annular array distribution of operating roof 4.
Specifically so implemented, after operation roof 4 level put, the reinforcing bar is pegged graft behind spliced eye 52 and is located the recess of strength nature skeleton 2 when inside, adjusts the reinforcing bar angle of putting of every position according to setting parameter, through reinforcing bar circumferencial direction rotation adjustment and axis direction swing adjustment cooperation operation in the regulation, makes its reinforcing bar be located the position of installation, and automatic adjustment is efficient, reduces artifical naked eye and observes the adjustment, drives ring gear 62 rotation in the circumference adjustment, and then drives the effect that the reinforcing bar carries out circumference direction adjustment.
The bottom of the operation top plate 4 is also fixedly provided with a driving motor 63, an output shaft of the driving motor 63 is fixedly provided with a gear shaft 64 through a coupler, one end of the gear shaft 64 is fixedly provided with a driving gear 65, and tooth grooves of the driving gear 65 are meshed with tooth teeth of the gear ring 62.
Specifically, the gear shaft 64 is driven to rotate by the operation of the drive motor 63, and the drive gear 65 is driven to rotate, so that the gear ring 62 is synchronously driven to rotate under the meshing of the gears, and the automatic adjustment effect is achieved.
The bottom of ring gear 62 installs L type connecting block 66 symmetrically, and the one end of two L type connecting blocks 66 is all fixed mounting has bearing frame 67, and the top one end of bearing frame 67 is connected with angle adjusting shaft 68 through the bearing rotation.
Specifically, when the gear ring 62 rotates and adjusts to drive the bottom two L-shaped connection blocks 66 to move and adjust, and the axis direction swings and adjusts, the angle adjusting shaft 68 is driven to rotate, and the angle adjusting shaft 68 swings and adjusts the inclined angle position of the steel bar by taking the axis of the angle adjusting shaft 68 as the center of a circle, so that the placing position of each steel bar is different, and the automatic adjusting effect is achieved.
One side surface of one bearing seat 67 is fixedly provided with an angle adjusting motor 69, an output shaft of the angle adjusting motor 69 is fixedly arranged at one end of an angle adjusting shaft 68, the two angle adjusting shafts 68 are coaxial, and the opposite ends of the two angle adjusting shafts 68 are fixedly provided with U-shaped seats 610.
Specifically, when the steel bar swings and adjusts, the angle adjusting motor 69 works to drive the angle adjusting shaft 68 to rotate, and then the U-shaped seat 610 is driven to rotate around the axis of the angle adjusting shaft 68, so that the steel bar is driven to swing, and the effect of angle adjustment in the vertical direction is achieved.
The two side surfaces of the U-shaped seat 610 are respectively connected with a screw 611 through bearings in a rotating way, both ends of the screw 611 are respectively provided with a left-handed thread 612 and a right-handed thread 613, a clamping motor 614 is fixedly installed on the outer surface of one side of the U-shaped seat 610, and an output shaft of the clamping motor 614 is fixedly installed with one end of the screw 611 through a coupler.
Specifically, when the steel bar needs to be installed, the clamping motor 614 is used to work to drive the screw 611 to rotate, so that the effect of controlling the clamping and locking of the steel bar is achieved when the left-handed threads 612 and the right-handed threads 613 on the surface synchronously rotate.
The surface screw thread of left hand screw thread 612 is connected with left clamp splice 615, and the surface screw thread of right hand screw thread 613 is connected with right clamp splice 616, and draw-in groove 617 has all been seted up to one side surface of left clamp splice 615 and the opposite surface of right clamp splice 616, and the circular arc inner wall of draw-in groove 617 and the circular arc surface looks adaptation of reinforcing bar, and the inner wall of two draw-in grooves 617 all extrudees with the circular arc surface of reinforcing bar.
Specifically, when the left-handed thread 612 and the right-handed thread 613 rotate synchronously, the left clamping block 615 and the right clamping block 616 on the surface are controlled to move in opposite directions or repel each other, so that clamping and locking or dismantling operations on the surface of the steel bar are realized, automatic adjustment and clamping are performed, the placing precision of the steel bar is improved in binding the steel bar, and the construction efficiency is improved, so that manual next adjustment operation is avoided.
Through using horizontal adjustment mechanism 5 and multi-angle adjustment mechanism 6 in the whole ligature operation of main tower reinforcing bar, realize a plurality of reinforcing bars automatic adjustment and put the angle, can improve the efficiency of construction: the automatic adjustment of the angle of the steel bars can greatly reduce the time of manual intervention, improve the efficiency of binding operation and shorten the construction period; the construction quality is improved: the angle adjustment is carried out through mechanical equipment, so that the correct placement position of the steel bars is ensured, personal errors are avoided, and the accuracy and consistency of binding are improved, thereby improving the construction quality; the labor intensity is reduced: the labor intensity of workers in adjusting the positions and angles of the steel bars is reduced, the working comfort level is improved, and the risk of work injury is reduced; the safety is improved: the potential safety hazard in the manual operation process is reduced, the risk of accidents in the construction process is reduced, and the construction safety is improved; labor cost is saved: the manual adjustment requirement is reduced, the manpower resource is saved, and the construction cost is reduced; and (3) automation operation: the automatic adjustment of the angle of placing the steel bars is realized, the construction technology level and the modernization degree are improved, and the development of the construction industry to the automation and intelligent direction is promoted.
Step six, after the adjustment of a plurality of steel bar installation angles at the bottom of the operation top plate 4 is finished, constructors carry out binding operation on the steel bars and the stiff framework 2 above the construction operation platform, so that the surface of the steel bars inserted into each groove on the surface of the stiff framework 2 is bound and locked.
Step seven, binding the steel bars in the horizontal direction from bottom to top sequentially after binding the steel bars in the vertical direction, binding the lowest horizontal steel bars in the binding operation firstly, taking the limiting partition plates 7 to place the tops of the previously installed horizontal steel bars after the binding is finished, taking the second horizontal steel bars to place the tops of the limiting partition plates 7, enabling the second horizontal steel bars to be parallel to the horizontal steel bars below, and then binding the steel bars sequentially.
And step eight, after the whole binding of the segment reinforcing steel bars is finished, carrying out binding state inspection of the reinforcing steel bars in the horizontal direction and the reinforcing steel bars in the vertical direction and interval measurement between the reinforcing steel bars, and placing the reinforcing steel bars in a finished product temporary storage area for storage after the inspection is qualified, and waiting for hoisting construction of the crane.
The foregoing is only a preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art, who is within the scope of the present invention, should make equivalent substitutions or modifications according to the technical scheme of the present invention and the inventive concept thereof, and should be covered by the scope of the present invention.
Claims (10)
1. A construction method for binding whole reinforcing steel bars of a main tower is characterized by comprising the following steps: the method comprises the following steps that firstly, a steel bar reference joint positioning base (1) is installed;
Step two, mounting and placing a stiff framework (2) above the positioning base (1) for assembly;
Thirdly, arranging a construction operation platform on the periphery of the stiff framework (2) by utilizing a crane, hoisting an operation top plate (4) at the top, and horizontally hoisting and placing the operation top plate (4) in hoisting by utilizing a horizontal adjusting mechanism (5);
Step four, lifting the operation top plate (4) through a crane, and controlling the operation top plate (4) and the lower positioning base (1) to move horizontally to adjust the set position after the vertical dimension of the vertical direction reaches a set value;
Step five, constructors sequentially carry out vertical adjustment operation on the bottom of the operation top plate (4) by taking the steel bars, clamp and install the steel bars by utilizing a multi-angle adjusting mechanism (6) arranged below the steel bars, plug the steel bars into grooves formed in the surface of the stiff framework (2), and then automatically adjust the angle between the vertical direction of the steel bars and the horizontal plane of the bottom of the operation top plate (4) by utilizing the multi-angle adjusting mechanism (6);
Step six, after the adjustment of a plurality of steel bar installation angles at the bottom of the operation top plate (4) is finished, a constructor performs binding operation on the steel bars and the stiff framework (2) above the construction operation platform, so that the surface of the steel bars inserted in each groove on the surface of the stiff framework (2) is bound and locked;
Step seven, binding the steel bars in the horizontal direction from bottom to top sequentially after binding the steel bars in the vertical direction, binding the lowest horizontal steel bars in the binding operation firstly, taking the limiting partition plates (7) to be placed at the tops of the horizontal steel bars which are installed firstly after the binding is finished, taking the second horizontal steel bars to be placed at the tops of the limiting partition plates (7) so that the second horizontal steel bars are arranged in parallel with the horizontal steel bars below, and then binding the steel bars sequentially;
And step eight, after the whole binding of the segment reinforcing steel bars is finished, carrying out binding state inspection of the reinforcing steel bars in the horizontal direction and the reinforcing steel bars in the vertical direction and interval measurement between the reinforcing steel bars, and placing the reinforcing steel bars in a finished product temporary storage area for storage after the inspection is qualified, and waiting for hoisting construction of the crane.
2. The method for integrally binding and constructing the main tower steel bar according to claim 1, which is characterized in that: the horizontal adjusting mechanism (5) comprises steel ropes (51), two steel ropes (51) are vertically and crosswise distributed, two ends of each steel rope (51) are fixedly mounted on the top surface of the operation top plate (4), a plurality of inserting holes (52) are formed in the surface of the operation top plate (4), the inserting holes (52) are distributed in an annular array, and the inner walls of the inserting holes (52) are movably sleeved on the circular arc surface of the steel bar.
3. The method for integrally binding and constructing the main tower steel bar according to claim 1, which is characterized in that: the bottom of the operation top plate (4) is provided with a transverse horizontal sensor (53) and a transverse vertical sensor (54) respectively, the transverse horizontal sensor (53) and the transverse vertical sensor (54) are vertically distributed, and the transverse horizontal sensor (53) and the transverse vertical sensor (54) are vertically overlapped.
4. The method for integrally binding and constructing the main tower steel bar according to claim 1, which is characterized in that: the electric telescopic device is characterized in that an electric telescopic rod (55) is arranged in the center of the top of the operation top plate (4), guide rails (56) are further arranged at the top of the operation top plate (4), the four guide rails (56) and the four electric telescopic rods (55) are distributed in an annular array, sliding blocks (57) are inserted on the surfaces of the guide rails (56) in a sliding mode, a connecting plate (58) is fixedly arranged on one side surface of each sliding block (57), the surface of each connecting plate (58) is fixedly arranged with the telescopic end of each electric telescopic rod (55), and a counterweight ball (59) is fixedly arranged at the top of each sliding block (57).
5. The method for integrally binding and constructing the main tower steel bar according to claim 2, which is characterized in that: the multi-angle adjusting mechanism (6) comprises a rotating ring (61), the rotating ring (61) is rotationally connected with the bottom of the operation top plate (4) through a turntable bearing, each inserting hole (52) is located in the rotating ring (61), a gear ring (62) is fixedly installed at the bottom of the rotating ring (61), and a plurality of rotating rings (61) are distributed in an annular array at the bottom of the operation top plate (4).
6. The method for integrally binding and constructing the main tower steel bar according to claim 5, which is characterized in that: the bottom of operation roof (4) still fixed mounting has driving motor (63), the output shaft of driving motor (63) is through shaft coupling fixed mounting gear shaft (64), the one end fixed mounting of gear shaft (64) has driving gear (65), the tooth's socket of driving gear (65) with the teeth of tooth meshing of ring gear (62).
7. The method for integrally binding and constructing the main tower steel bar according to claim 5, which is characterized in that: the bottom symmetry of ring gear (62) is installed L type connecting block (66), and two the one end of L type connecting block (66) is all fixed mounting has bearing frame (67), the top one end of bearing frame (67) is connected with angle adjusting shaft (68) through the bearing rotation.
8. The method for integrally binding and constructing the main tower steel bar according to claim 7, which is characterized in that: one side surface fixed mounting of bearing frame (67) has angle adjustment motor (69), the output shaft of angle adjustment motor (69) all with the one end fixed mounting of angle adjustment axle (68), two angle adjustment axle (68) all are same axle center, and two opposite one end of angle adjustment axle (68) all fixed mounting has U type seat (610).
9. The method for integrally binding and constructing the main tower steel bars according to claim 8, which is characterized in that: the two side surfaces of the U-shaped seat (610) are respectively connected with a screw rod (611) through bearings in a rotating mode, left-handed threads (612) and right-handed threads (613) are respectively arranged at two ends of the screw rod (611), a clamping motor (614) is fixedly mounted on one side outer surface of the U-shaped seat (610), and an output shaft of the clamping motor (614) is fixedly mounted with one end of the screw rod (611) through a coupler.
10. The method for integrally binding and constructing the main tower steel bars according to claim 9, which is characterized in that: the surface threaded connection of left-hand thread (612) has left clamp splice (615), the surface threaded connection of right-hand thread (613) has right clamp splice (616), draw-in groove (617) have all been seted up on one side surface of left clamp splice (615) with the opposite surface of right clamp splice (616), the circular arc inner wall of draw-in groove (617) and the circular arc surface looks adaptation of reinforcing bar, and the inner wall of two draw-in grooves (617) all extrudees with the circular arc surface of reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410347163.0A CN118049059A (en) | 2024-03-26 | 2024-03-26 | Main tower reinforcement integral binding construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410347163.0A CN118049059A (en) | 2024-03-26 | 2024-03-26 | Main tower reinforcement integral binding construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN118049059A true CN118049059A (en) | 2024-05-17 |
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ID=91044828
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202410347163.0A Pending CN118049059A (en) | 2024-03-26 | 2024-03-26 | Main tower reinforcement integral binding construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN118049059A (en) |
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2024
- 2024-03-26 CN CN202410347163.0A patent/CN118049059A/en active Pending
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