Intelligent remote control light construction tower machine for construction of cable tower

Abstract

This utility model belongs to the field of cable tower construction technology, and particularly relates to an intelligent remote-controlled lightweight tower construction machine for cable tower construction. In use, multiple tower construction components are first installed on the outer wall of the cable tower. The support mechanism is used for worker movement and construction, the formwork support mechanism is used for demolding or closing the formwork, and the lifting mechanism allows the support mechanism to be raised as construction progresses. The spraying mechanism is used to spray and cure the completed cable tower section. The lifting mechanism, spraying mechanism, and formwork support mechanism are all electrically connected to a controller. The controller controls the lifting of the support mechanism, the demolding or closing of the formwork, and the spraying mechanism to spray and cure the completed cable tower section, thus improving automation, increasing work efficiency, and ultimately improving the efficiency of cable tower construction.

Description

Technical Field

[0001] This utility model belongs to the field of cable tower construction technology, and in particular relates to an intelligent remote-controlled lightweight tower crane for cable tower construction. Background Technology

[0002] With the continuous expansion of bridge construction scale, the application of large-volume concrete structures in engineering is becoming increasingly common. Climbing formwork construction, as a major construction method for high pier and pylon bridge projects, achieves continuous structural pouring through an attached formwork system.

[0003] Existing climbing formwork structures suffer from a series of problems during construction, such as low automation, difficulty in concrete curing, and low construction efficiency. They cannot achieve real-time monitoring and intelligent operation during use, resulting in low overall construction efficiency.

[0004] To address this, a smart, remote-controlled lightweight tower crane for cable tower construction is proposed. Utility Model Content

[0005] The purpose of this invention is to provide an intelligent remote-controlled lightweight tower crane for cable tower construction, in order to solve the above-mentioned problems.

[0006] To achieve the above objectives, this utility model provides the following solution:

[0007] A smart remote-controlled lightweight tower-building machine for cable tower construction includes: multiple tower-building components arranged circumferentially on the outside of the cable tower, with each of the multiple tower-building components corresponding to a multiple sidewall of the cable tower.

[0008] The tower construction assembly includes a support mechanism installed on the side wall of the tower, a formwork support mechanism installed above the support mechanism, a spraying mechanism and a lifting mechanism installed on the support mechanism, and the lifting mechanism, the spraying mechanism and the formwork support mechanism are all electrically connected to the controller.

[0009] Preferably, the support mechanism includes a load-bearing platform, a first platform, and a second platform that are fixedly connected from top to bottom, with a gap between the load-bearing platform and the first platform, and between the first platform and the second platform;

[0010] A support frame is fixedly connected between the load-bearing platform and the first platform. The support frame is close to the cable tower. A hook is fixedly connected to the side of the support frame close to the cable tower. The hook is detachably connected to the wall-mounting component. The wall-mounting component is detachably connected to the cable tower through a pre-embedded part. The end of the pre-embedded part away from the wall-mounting component is embedded in the cable tower.

[0011] Both the first platform and the second platform are fixed to one side with wall supports, which abut against the cable tower.

[0012] Preferably, the wall-mounted assembly includes a wall-mounted base, which is detachably connected to one end of the embedded part that protrudes from the side wall of the cable tower. A wall-mounted bracket is fixedly connected to the wall-mounted base, and a horizontally arranged load-bearing pin is detachably connected to the wall-mounted bracket. The hook is hooked onto the load-bearing pin, and a limit pin is detachably connected to the wall-mounted bracket. The limit pin is located above the hook and in contact with the hook.

[0013] Preferably, the lifting mechanism includes an upper reversing box, which is hinged below the hook. One end of a first hydraulic rod is hinged to the lower part of the upper reversing box, and the other end of the first hydraulic rod is hinged to a lower reversing box. Slide rails are provided inside the upper and lower reversing boxes. The slide rails are installed inside the wall mount. The slide rails are detachably connected to the wall mount, the upper reversing box, and the lower reversing box. The slide rails are slidably connected to the wall support.

[0014] Preferably, the formwork support mechanism includes a horizontally arranged sliding platform, which is fixed to the top surface of the load-bearing platform. A second hydraulic rod is installed inside the sliding platform. The power end of the second hydraulic rod is hinged to the sliding platform, and the movable end of the second hydraulic rod is hinged to a sliding crossbeam. The sliding crossbeam is slidably connected to the top surface of the sliding platform and moves in a direction perpendicular to the side wall of the cable tower. A reinforcing back rib is hinged to the end of the sliding crossbeam near the cable tower. A template back rib is fixed to the side of the reinforcing back rib near the cable tower via multiple crossbeam back ribs. A lightweight template is fixed to the side of the template back rib near the cable tower. One end of a back rib diagonal brace is hinged to the side of the reinforcing back rib away from the cable tower, and the other end of the back rib diagonal brace is hinged to the end of the sliding crossbeam away from the cable tower.

[0015] Preferably, the spraying mechanism includes a pumping component mounted on a first platform, the pumping component being electrically connected to the controller, the output end of the pumping component being connected to one end of a water supply pipe, the other end of the water supply pipe being connected to a spray head, and the spray head facing the side wall of the tower.

[0016] Preferably, both the second hydraulic rod and the first hydraulic rod are connected to a hydraulic system, and a pressure sensor is installed on the hydraulic system. Both the pressure sensor and the hydraulic system are electrically connected to the controller.

[0017] Preferably, a stroke sensor is provided on the first hydraulic rod, and the stroke sensor is electrically connected to the controller.

[0018] Compared with the prior art, the present invention has the following advantages and technical effects:

[0019] In use, the device of this utility model first sets up multiple tower-building components on the outer wall of the cable tower. The support mechanism is used for workers to walk and carry out construction, the formwork support mechanism is used for demolding or closing the formwork, the lifting mechanism can lift the support mechanism upward as construction progresses, and the spraying mechanism is used to spray and cure the completed cable tower section. The lifting mechanism, spraying mechanism and formwork support mechanism are all electrically connected to the controller. The controller controls the lifting of the support mechanism, controls the demolding or closing of the formwork support mechanism, and controls the spraying mechanism to spray and cure the completed cable tower section, thereby improving the degree of automation, increasing work efficiency, and thus improving the efficiency of tower construction. Attached Figure Description

[0020] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0021] Figure 1 This is a top view of the present invention;

[0022] Figure 2 This is the front view of the present invention;

[0023] Figure 3 This is a schematic diagram of the support mechanism in this utility model;

[0024] Figure 4 This is a structural schematic diagram of the wall-mounted component in this utility model;

[0025] Figure 5 This is a schematic diagram of the wall-mounted support structure in this utility model;

[0026] Figure 6 This is a schematic diagram of the embedded part in this utility model;

[0027] Figure 7 This is a schematic diagram of the slide rail structure in this utility model;

[0028] Figure 8 This is a schematic diagram of the formwork support mechanism in this utility model;

[0029] Among them, 1. Embedded parts; 2. Support mechanism; 3. Lifting mechanism; 4. Formwork support mechanism; 5. Spraying mechanism; 6. Cable tower; 21. Load-bearing platform; 22. Slide rail; 23. Bearing frame; 24. First platform; 25. Second platform; 26. Hook; 27. Wall-mounted assembly; 31. Upper reversing box; 32. First hydraulic rod; 33. Lower reversing box; 34. Hydraulic system; 35. Controller; 36. Stroke sensor; 3 7. Pressure sensor; 41. Sliding platform; 42. Sliding crossbeam; 43. Second hydraulic rod; 44. Rear tie rod; 45. Back brace; 46. Reinforced back brace; 47. Crossbeam back brace; 48. Template back brace; 49. Lightweight template; 51. Pumping component; 52. Water pipe; 53. Sprinkler head; 271. Wall mount; 272. Wall mount bracket; 273. Load-bearing pin; 274. Limit pin; 275. Wall brace. Detailed Implementation

[0030] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0031] To make the above-mentioned objectives, features and advantages of this utility model more apparent and understandable, the utility model will be further described in detail below with reference to the accompanying drawings and specific embodiments.

[0032] Reference Figures 1 to 8 This utility model discloses an intelligent remote-controlled lightweight tower construction machine for cable tower construction, comprising: multiple tower construction components arranged circumferentially on the outside of the cable tower 6, with the multiple tower construction components corresponding one-to-one with multiple side walls of the cable tower 6;

[0033] The tower construction assembly includes a support mechanism 2 installed on the side wall of the tower 6, a formwork support mechanism 4 installed above the support mechanism 2, a spraying mechanism 5 and a lifting mechanism 3 installed on the support mechanism 2, and the lifting mechanism 3, the spraying mechanism 5 and the formwork support mechanism 4 are all electrically connected to the controller 35.

[0034] Controller 35 is a PLC controller. Its specific control program is written by technical personnel according to the usage requirements of each department, and will not be described in detail here.

[0035] When using the device of this utility model, multiple tower-building components are first set on the outer side wall of the tower 6. The support mechanism is used for workers to walk and carry out construction, the formwork support mechanism is used for demolding or closing the formwork, the lifting mechanism can lift the support mechanism upward as construction progresses, and the spraying mechanism is used to spray and cure the completed tower section. The lifting mechanism, spraying mechanism and formwork support mechanism are all electrically connected to the controller 35. The controller 35 controls the lifting of the support mechanism, controls the demolding or closing of the formwork support mechanism, and controls the spraying mechanism to spray and cure the completed tower section, thereby improving the degree of automation, increasing work efficiency, and thus improving the tower construction efficiency.

[0036] The scheme is further optimized. The support mechanism 2 includes a load-bearing platform 21, a first platform 24 and a second platform 25 that are fixedly connected from top to bottom. There are gaps between the load-bearing platform 21 and the first platform 24, and between the first platform 24 and the second platform 25.

[0037] A support frame 23 is fixedly connected between the load-bearing platform 21 and the first platform 24. The support frame 23 is close to the cable tower 6. A hook 26 is fixedly connected to the side of the support frame 23 that is close to the cable tower 6. The hook 26 is detachably connected to the wall-mounted component 27. The wall-mounted component 27 is detachably connected to the cable tower 6 through the embedded part 1. The end of the embedded part 1 that is away from the wall-mounted component 27 is embedded in the cable tower 6.

[0038] Both the first platform 24 and the second platform 25 are fixedly connected to one side of a wall-mounted brace 275, which abuts against the cable tower 6.

[0039] The wall-mounted support 275 is made of high-strength steel and its main body is a telescopic sleeve structure, consisting of an outer sleeve, an inner sleeve, and a locking device. The outer sleeve is fixed to the side edges of the first platform 24 and the second platform 25 and rigidly connected to the platform frame via flange bolts. The inner sleeve is nested inside the outer sleeve, with an arc-shaped pressure plate welded to its end, adapting to the curved surface of the outer wall of the tower 6. The locking device is located on the side wall of the sleeve and is hydraulically driven or manually bolted for adjusting and fixing the extension length of the inner sleeve. A buffer layer is embedded inside the arc-shaped pressure plate to prevent direct contact damage to the tower surface.

[0040] The main function of the 275 wall brace:

[0041] Enhanced stability: A spatial truss support system is formed by multiple sets of wall-mounted braces 275 to suppress the lateral displacement of the first platform 24 and the second platform 25 under wind load and construction vibration.

[0042] Load transfer: Transfer part of the vertical load and horizontal force of the construction platform to the main structure of the tower, reducing the stress on the support structure;

[0043] Adaptive adjustment: Combined with the movement of the tower hoisting mechanism, the length of the wall support is adjusted in real time to adapt to changes in the cross-section of the tower and improve the continuity of automated construction;

[0044] Safety protection: The rubber buffer layer reduces local stress concentration, avoids damage to the concrete surface of the cable tower, and also reduces noise and impact.

[0045] The scheme is further optimized. The wall-mounted component 27 includes a wall-mounted base 271. The wall-mounted base 271 is detachably connected to one end of the embedded part 1 that protrudes from the side wall of the cable tower 6. A wall-mounted bracket 272 is fixedly connected to the wall-mounted base 271. A horizontally arranged load-bearing pin 273 is detachably connected to the wall-mounted bracket 272. A hook 26 is hung on the load-bearing pin 273. A limit pin 274 is detachably connected to the wall-mounted bracket 272. The limit pin 274 is located above the hook 26 and is in contact with the hook 26.

[0046] As the main load-bearing component, the thickness and width of the load-bearing frame 23 are greater than those of the load-bearing platform 21, the first platform 24 and the second platform 25. The load-bearing frame 23 is attached to the load-bearing pin 273 by hook 26. The hook 26 is limited by the limit pin 274 to prevent the hook 26 from detaching from the load-bearing pin 273 and causing danger in case of sudden accident.

[0047] The scheme is further optimized. The lifting mechanism 3 includes an upper reversing box 31, which is hinged to the bottom of the hook 26. One end of the first hydraulic rod 32 is hinged to the bottom of the upper reversing box 31, and the other end of the first hydraulic rod 32 is hinged to the lower reversing box 33. A slide rail 22 is installed inside the upper reversing box 31 and the lower reversing box 33. The slide rail 22 is installed inside the wall mount 272. The slide rail 22, the wall mount 272, the upper reversing box 31 and the lower reversing box 33 can all be detachably connected. The slide rail 22 is slidably connected to the wall support 275.

[0048] The wall mount 272 adopts a U-shaped clamp structure. The inner wall of the wall mount 272 is lined with a rubber pad. After wrapping the web of the slide rail 22, the wall mount 272 and the slide rail 22 are locked together by high-strength bolts. A 2-3mm gap is reserved between the wall mount 272 and the slide rail 22 to allow the slide rail 22 to move slightly during the lifting process and avoid deformation caused by rigid constraints.

[0049] At least two lifting mechanisms 3 are provided, and the two lifting mechanisms 3 are symmetrically arranged along the vertical axis of the support mechanism 2;

[0050] Specifically, the lifting mechanism 3 uses negative feedback for automatic control and adjustment to achieve in-plane and inter-plane synchronization during the climbing process. The operator controls the mechanism through the controller 35, which is equipped with three control methods: touch screen, physical buttons, and remote control. In addition to automatic displacement synchronization, the climbing process also has displacement, pressure, and wind speed threshold warning and shutdown functions. The system is equipped with video monitoring on the hydraulic platform, which can monitor the structure and personnel at key locations in real time through the controller 35.

[0051] Both the upper commutator box 31 and the lower commutator box 33 are existing technologies, and the connection between the upper commutator box 31, the lower commutator box 33 and the slide rail 22 is also existing technology, which will not be described in detail here.

[0052] Work process

[0053] 1. Climbing Preparation Phase

[0054] System self-check:

[0055] The operator initiates the self-test program via controller 35 and verifies the following items in sequence:

[0056] Bolt connection torque between slide rail 22 and wall mount 272 (preset value: 500 N·m);

[0057] The stroke margin of the first hydraulic rod 32 (minimum remaining stroke ≥ 100mm);

[0058] The wall brace 275 is locked in place (pressure sensor feedback ≥20MPa).

[0059] After the self-test passes, the touchscreen displays the "Ready" status.

[0060] Commutator box status switching:

[0061] Lower reversing box 33: Operate the remote control to turn on the reversing switch, and the hydraulic clamping arm (clamping force ≥30kN) will clamp the slide rail 22 to form a temporary load-bearing node.

[0062] Upper reversing box 31: Keep the reversing switch closed, clamp the arm to release the slide rail, and allow the slide rail to move freely.

[0063] 2. Climbing Execution Phase

[0064] Remove constraints:

[0065] Manually remove the limit pin 274 and loosen the locking bolt of the wall-mounted brace 275 (leaving a 2-3mm clearance for movement).

[0066] Hydraulic-driven climbing:

[0067] The controller 35 issues a command, and the first hydraulic rod 32 extends synchronously at a rate of 5 mm / s, pushing the support mechanism 2 to rise vertically.

[0068] Dynamic correction:

[0069] If the displacement on one side lags behind (e.g., the displacement of the left hydraulic rod is 3mm less than that of the right end), the controller increases the oil supply pressure on the left side to accelerate the extension until the deviation is ≤2mm;

[0070] If the pressure difference exceeds the limit (e.g., the load on the left hydraulic rod is 12% higher than that on the right), the controller will briefly stop the right hydraulic rod and resume operation after the pressure is balanced.

[0071] Real-time monitoring:

[0072] The touchscreen displays a split-screen view: the left image shows the slide rail displacement curve, the right image shows the hydraulic rod pressure bar chart, and the bottom image shows the video monitoring screen.

[0073] 3. Climbing and Locking Phase

[0074] Installation of load-bearing pin 273:

[0075] After the support mechanism 2 reaches the target height, the load-bearing pin 273 is manually inserted into the reserved hole (hole diameter Φ50mm, pin tolerance H7 / g6) of the wall-mounted bracket 272, and the hook 26 is hung on the load-bearing pin to bear the entire construction load.

[0076] System reset:

[0077] Reinsert the limit pin 274 and tighten the wall brace 275 locking bolt to the preset torque (300 N·m);

[0078] Turn off the reversing switch of the lower reversing box 33, release the clamping arm, and disengage it from the slide rail 22.

[0079] 4. Slide rail lifting and circulation preparation

[0080] Slide rail rises:

[0081] Turn on the reversing switch of the upper reversing box 31, and the clamping arm grips the slide rail 22;

[0082] The first hydraulic rod 32 retracts at a rate of 3 mm / s, pulling the slide rail 22 up to the position of the wall-mounted bracket 272 of the newly poured segment;

[0083] The slide rail 22 is fixed to the wall mount 272 using flange bolts (M24, grade 10.9), and the torque value is synchronously uploaded to the controller database.

[0084] Removal and reuse of old parts:

[0085] The original segment embedded part 1 (the anchor bolt adopts a detachable sleeve design) was removed using a hydraulic wrench. After the wall-mounted component 27 (wall-mounted support 275, wall-mounted bracket 272) was inspected and found to be undamaged, it was transferred to the upper floor for reuse.

[0086] Further optimizing the scheme, the formwork support mechanism 4 includes a horizontally arranged sliding platform 41, which is fixed to the top surface of the load-bearing platform 21. A second hydraulic rod 43 is installed inside the sliding platform 41. The power end of the second hydraulic rod 43 is hinged to the sliding platform 41, and the movable end of the second hydraulic rod 43 is hinged to a sliding crossbeam 42. The sliding crossbeam 42 is slidably connected to the top surface of the sliding platform 41. The sliding crossbeam 42 moves in a direction perpendicular to the side wall of the tower 6. A reinforcing back rib 46 is hinged to the end of the sliding crossbeam 42 near the tower 6. A template back rib 48 is fixed to the side of the reinforcing back rib 46 near the tower 6 through multiple crossbeam back ribs 47. A lightweight template 49 is fixed to the side of the template back rib 48 near the tower 6. One end of a back rib diagonal brace 45 is hinged to the side of the reinforcing back rib 46 away from the tower 6. The other end of the back rib diagonal brace 45 is hinged to the end of the sliding crossbeam 42 away from the tower 6.

[0087] The second hydraulic rod 43 extends or retracts to move the lightweight template 49, thereby completing the formwork support or demolding.

[0088] One end of the sliding platform 41 near the tower 6 is hinged to one end of the rearward pull rod 44. The other end of the rearward pull rod 44 passes through the through groove and is threaded with a nut. The through groove is opened on the reinforcing back rib 46. The width of the through groove is greater than the outer diameter of the rearward pull rod 44 and smaller than the outer diameter of the nut. The rearward pull rod 44 limits the reinforcing back rib 46.

[0089] Further optimization of the scheme: the spraying mechanism 5 includes a pumping component 51 installed on the first platform 24. The pumping component 51 is electrically connected to the controller 35. The output end of the pumping component 51 is connected to one end of the water supply pipe 52, and the other end of the water supply pipe 52 is connected to the spray head 53. The spray head 53 faces the side wall of the tower 6.

[0090] The pumping unit 51 delivers water or curing agent through the water supply pipe 52 to the spray head 53, which then sprays it onto the side wall of the tower 6 to complete the curing of the concrete.

[0091] In a further optimized design, the second hydraulic rod 43 and the first hydraulic rod 32 are both connected to the hydraulic system 34. A pressure sensor 37 is installed on the hydraulic system 34, and both the pressure sensor 37 and the hydraulic system 34 are electrically connected to the controller 35.

[0092] The hydraulic system 34 is controlled by the controller 35, and the pressure of the hydraulic system 34 is sensed by the pressure sensor 37.

[0093] To further optimize the design, a stroke sensor 36 is installed on the first hydraulic rod 32, and the stroke sensor 36 is electrically connected to the controller 35.

[0094] In addition, the controller 35 is electrically connected to a video monitoring system and a wind speed sensor to monitor data such as cylinder pressure, mold displacement, video monitoring, and wind speed. The controller then processes the collected data to automatically implement synchronous climbing remote control.

[0095] Work process:

[0096] First, the tower-building machine of this utility model is set outside the cable tower 6 to be poured. The reversing switch on the back of the lower reversing box 33 is turned on, the lower reversing box 33 abuts against the slide rail 22, the limit pin 274 is removed, the wall-mounted support 275 is released, the first hydraulic rod 32 is extended, and the support mechanism 2 is lifted. Then the load-bearing pin 273 below the support mechanism 2 is removed. After climbing to the position, the load-bearing pin 273 is inserted into the wall-mounted bracket 272, the hook 26 is hung on the load-bearing pin 273, the limit pin 274 is inserted, the wall-mounted support 275 is fixed, and the segmental climbing is completed.

[0097] After the concrete segment is poured, the wall-mounted bracket 272 of the newly poured segment is installed, the reversing switch in the upper reversing box 31 is turned on, the first hydraulic rod 32 is retracted, the slide rail 22 is lifted, and the slide rail 22 is fixed to the wall-mounted bracket 272 by high-strength bolts. The embedded part 1 below the support mechanism 2 and the wall-mounted component 27 are removed and reused, and the next standard cycle segment is entered.

[0098] When the concrete pouring of the segmental pier body is completed and the demolding or pouring conditions are met, the second hydraulic rod 43 moves, driving the lightweight formwork 49 to move, realizing intelligent demolding or demolding of single formwork or formwork in all directions.

[0099] The pumping unit 51 delivers water or curing agent through the water supply pipe 52 to the spray head 53, which then sprays it onto the side wall of the tower 6 to complete the curing of the concrete.

[0100] In the description of this utility model, it should be understood that the terms "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0101] The embodiments described above are merely preferred embodiments of the present utility model and are not intended to limit the scope of the present utility model. Various modifications and improvements made to the technical solutions of the present utility model by those skilled in the art without departing from the spirit of the present utility model should fall within the protection scope defined by the claims of the present utility model.

Claims

1. An intelligent remote control light construction tower machine for construction of a pylon, characterized in that, include: Multiple tower-building components are arranged circumferentially on the outside of the tower (6), and the multiple tower-building components are arranged one-to-one with the multiple side walls of the tower (6); The tower construction assembly includes a support mechanism (2) installed on the side wall of the tower (6), a formwork support mechanism (4) installed above the support mechanism (2), a spraying mechanism (5) and a lifting mechanism (3) installed on the support mechanism (2), and the lifting mechanism (3), the spraying mechanism (5) and the formwork support mechanism (4) are all electrically connected to the controller (35). The support mechanism (2) includes a load-bearing platform (21), a first platform (24) and a second platform (25) that are fixedly connected from top to bottom. There are gaps between the load-bearing platform (21) and the first platform (24), and between the first platform (24) and the second platform (25). A support frame (23) is fixed between the load-bearing platform (21) and the first platform (24). The support frame (23) is close to the cable tower (6). A hook (26) is fixed to the side of the support frame (23) close to the cable tower (6). The hook (26) is detachably connected to the wall-mounted assembly (27). The wall-mounted assembly (27) is detachably connected to the cable tower (6) through an embedded part (1). The end of the embedded part (1) away from the wall-mounted assembly (27) is embedded in the cable tower (6). One side of the first platform (24) and the second platform (25) is fixed with a wall support (275), and the wall support (275) abuts against the cable tower (6); The wall-mounted assembly (27) includes a wall-mounted base (271), which is detachably connected to one end of the embedded part (1) that protrudes from the side wall of the cable tower (6). A wall-mounted bracket (272) is fixedly connected to the wall-mounted base (271), and a horizontally arranged load-bearing pin (273) is detachably connected to the wall-mounted bracket (272). The hook (26) is hooked onto the load-bearing pin (273), and a limiting pin (274) is detachably connected to the wall-mounted bracket (272). The limiting pin (274) is located above the hook (26) and in contact with the hook (26). The lifting mechanism (3) includes an upper reversing box (31), which is hinged to the bottom of the hook (26). One end of a first hydraulic rod (32) is hinged to the bottom of the upper reversing box (31), and the other end of the first hydraulic rod (32) is hinged to a lower reversing box (33). A slide rail (22) is provided inside the upper reversing box (31) and the lower reversing box (33). The slide rail (22) is provided inside the wall mount (272). The slide rail (22) is detachably connected to the wall mount (272), the upper reversing box (31), and the lower reversing box (33). The slide rail (22) is slidably connected to the wall support (275). The formwork support mechanism (4) includes a horizontally arranged sliding platform (41), which is fixed to the top surface of the load-bearing platform (21). A second hydraulic rod (43) is provided inside the sliding platform (41). The power end of the second hydraulic rod (43) is hinged to the sliding platform (41), and the movable end of the second hydraulic rod (43) is hinged to a sliding crossbeam (42). The sliding crossbeam (42) is slidably connected to the top surface of the sliding platform (41), and the sliding crossbeam (42) moves in a direction perpendicular to the side wall of the tower (6). The sliding crossbeam (42) is hinged to a reinforcing back rib (46) at one end near the tower (6). The reinforcing back rib (46) is fixed to a template back rib (48) on one side near the tower (6) by multiple crossbeam back ribs (47). The template back rib (48) is fixed to a lightweight template (49) on one side near the tower (6). The reinforcing back rib (46) is hinged to one end of a back rib diagonal brace (45) on the side away from the tower (6). The other end of the back rib diagonal brace (45) is hinged to the end of the sliding crossbeam (42) away from the tower (6).

2. The intelligent remote control light construction tower machine for construction of a cable tower according to claim 1, characterized in that: The spraying mechanism (5) includes a pumping component (51) mounted on the first platform (24). The pumping component (51) is electrically connected to the controller (35). The output end of the pumping component (51) is connected to one end of a water supply pipe (52), and the other end of the water supply pipe (52) is connected to a spray head (53). The spray head (53) faces the side wall of the tower (6).

3. The intelligent remote control light construction tower machine for construction of a cable tower according to claim 1, characterized in that: The second hydraulic rod (43) and the first hydraulic rod (32) are both connected to the hydraulic system (34). The hydraulic system (34) is equipped with a pressure sensor (37). The pressure sensor (37) and the hydraulic system (34) are both electrically connected to the controller (35).

4. The intelligent remote-controlled lightweight tower crane for cable tower construction according to claim 1, characterized in that: A stroke sensor (36) is provided on the first hydraulic rod (32), and the stroke sensor (36) is electrically connected to the controller (35).

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