A wireless movable new energy template vehicle for precast beam transportation

Abstract

The utility model provides a wireless movable new energy template car for prefabricated beam transportation, including linear guide rail, support crossbeam, bottom die assembly, walking drive component, power battery module and intelligent terminal. Support crossbeam is slidably installed on linear guide rail through walking drive component installed on its bottom, and its top is provided with bottom die assembly; Bottom die assembly is composed of several standard bottom dies and adjustable bottom dies, and the both ends of standard bottom die are provided with adjustable bottom dies respectively; Walking drive component is composed of double driving wheels, single driven wheel and single driving wheel, and driving motor with speed reducer is installed on double driving wheels and single driving wheel, and each driving motor is electrically connected with power battery module, and is wirelessly connected with intelligent terminal. The utility model solves the problems of traditional equipment movement limitation, poor adaptability and insufficient stability through wireless drive control, modular bottom die combination and multi-wheel collaborative drive design, has the advantages of improving transportation efficiency, reducing construction risk and enhancing equipment versatility.

Description

Technical Field

[0001] This utility model relates to the field of bridge construction technology, and in particular to a wireless mobile new energy template vehicle for transporting precast beams. Background Technology

[0002] In the transportation of prefabricated components for prefabricated buildings, fixed-platform formwork vehicles, as the mainstream equipment, have long faced three major technical bottlenecks: power supply limitations, insufficient mobility, and low functional adaptability. Specifically: First, traditional equipment relies entirely on the construction site's wired power grid. The length of the power cable strictly restricts the equipment's movement range, failing to meet the flexible scheduling needs of large spans and multiple work areas. Furthermore, dragging cables easily leads to tripping accidents, electrical leaks, and other safety incidents on the construction site. Simultaneously, frequent voltage fluctuations in the temporary power grid at the construction site cause power outages, directly disrupting transportation operations and severely impacting construction continuity. Second, the industry currently lacks dedicated transportation equipment integrating new energy power systems, making it impossible for equipment to operate independently in field construction scenarios far from the power grid. Traditional diesel power solutions suffer from noise pollution and excessive carbon emissions, failing to align with green building trends. Moreover, existing energy replenishment relies on external facilities, resulting in weak autonomous operation capabilities. Third, existing formwork vehicles typically use a single-specification bottom formwork structure, incompatible with the transportation needs of prefabricated beams of different cross-sectional sizes. Replacing the bottom formwork requires complete disassembly, taking several hours and significantly reducing equipment turnover efficiency.

[0003] In the development of existing precast beam transport template vehicles, it is necessary to take into account the significant progress in new energy battery and power supply technologies, and adopt new energy power supply technologies (such as large-capacity battery packs) to replace traditional wired power supply in order to break through the limitations of the movement radius, eliminate the safety hazards of cables, and improve energy self-sufficiency; it is also necessary to develop a dedicated new energy transport vehicle chassis to integrate intelligent electronic control systems and modular platforms to achieve a coordinated upgrade of green power, omnidirectional mobility and functional scalability. Utility Model Content

[0004] The technical problem to be solved by this utility model is to provide a wireless mobile new energy template vehicle for transporting precast beams, which has the advantages of improving mobility, enhancing bottom formwork adaptability, improving drive stability, and realizing wireless intelligent control, in order to address the shortcomings of the existing technology.

[0005] To solve the above-mentioned technical problems, this utility model adopts the following technical solution:

[0006] A wireless mobile new energy formwork vehicle for transporting precast beams includes a support beam mounted on a linear guide rail, a bottom formwork assembly, a driving assembly, a power battery module, and a smart terminal, wherein:

[0007] The supporting crossbeam is slidably mounted on the linear guide rail via the walking drive assembly installed at its bottom, and the bottom mold assembly is provided on its top.

[0008] The bottom formwork assembly consists of several standard bottom forms and adjustable bottom forms. The standard bottom forms are sequentially spliced ​​together, and each end of the standard bottom formwork is symmetrically provided with an adjustable bottom formwork that matches the end of the precast beam; and

[0009] The walking drive assembly consists of two driving wheels, a single driven wheel, and a single driving wheel. Each of the two driving wheels and the single driving wheel is equipped with a drive motor with a speed reducer. Each drive motor is electrically connected to the power battery module and wirelessly connected to the smart terminal.

[0010] Preferably, the supporting crossbeam consists of a first main crossbeam and a second main crossbeam, wherein:

[0011] There is at least one first main crossbeam, which is centrally located, and the second main crossbeams are symmetrically arranged at both ends of the first main crossbeam and the second main crossbeams are detachably connected.

[0012] The bottom of the first main crossbeam is provided with at least one set of the single driven wheels; the bottom of the second main crossbeam is provided with the double driving wheels, the single driven wheel and the single driving wheel.

[0013] Preferably, the first main crossbeam and the second main crossbeam have the same structure, both including I-beams, transverse connecting plates, longitudinal base plates, strut mounting seats, and T-beam struts, wherein:

[0014] The I-beam consists of two beams arranged in parallel with a left-right gap. They are fixedly connected to each other by several transverse connecting plates that are equidistant from each other along their length. Two adjacent transverse connecting plates are fixedly connected by diagonal connecting rods.

[0015] There are two longitudinal base plates, which are fixedly installed on the bottom of the corresponding I-beams, and are detachably connected to the corresponding double driving wheel, single driven wheel and single driving wheel by bolts;

[0016] The strut mounting base consists of several groups, with two in each group, installed at corresponding positions on the outer side wall of the I-beam at left and right intervals. The outer ends of the struts are hinged to the lower ends of the T-beam struts via pins, and the upper ends of the T-beam struts are abutted against the precast beam.

[0017] More preferably, the first main crossbeam and the second main crossbeam have the same structure, both including stiffening plates and limiting posts, wherein:

[0018] There are several stiffening plates and limiting posts, which are fixedly installed at equal intervals on the outer side wall of the I-beam.

[0019] Preferably, the standard bottom mold includes at least one of a first standard bottom mold, a second standard bottom mold, and a third standard bottom mold with different lengths and widths, and they are detachably spliced ​​together with each other and with the adjustable bottom mold.

[0020] More preferably, the bottom of the first standard bottom mold is provided with a plurality of first supporting square tubes spaced apart along its length, and first L-shaped ear plates are symmetrically arranged on both sides, wherein:

[0021] The two first L-shaped ear plates are connected by several first supporting square tubes, and the outer ends of the two first L-shaped ear plates are detachably installed on the top of the I-beams on both sides of the supporting crossbeam by several bolts.

[0022] Preferably, the second and third standard bottom molds have the same structure, with a plurality of second supporting square tubes spaced apart along their length at their bottom, and second L-shaped ear plates symmetrically arranged on both sides, wherein:

[0023] The two second supporting square tubes on the left and right are connected by several second L-shaped ear plates, and the outer ends of the two second L-shaped ear plates are detachably installed on the top of the I-beams on both sides of the supporting crossbeam by several bolts.

[0024] More preferably, the adjustable bottom mold includes at least one of a first end mold, a second end mold, and a third end mold, wherein:

[0025] The first end mold is located at the outer end, and its top is provided with an L-shaped limiting baffle, a first limiting bottom mold, a second limiting bottom mold and a third limiting bottom mold in sequence from the outside to the inside;

[0026] The second end mold is disposed at the inner end of the first end mold, and its outer end is detachably connected to the inner end of the third end mold through a transition plate.

[0027] The bottom of the first end mold and the second end mold are provided with a plurality of third support square tubes spaced apart along their length direction, and the outer end of the second end mold is provided with a first overlapping plate, and the inner end of the third end mold is provided with a corresponding second overlapping plate.

[0028] Preferably, the wireless mobile new energy template vehicle for transporting precast beams further includes a power battery module and a staircase unit, wherein:

[0029] The power battery module and the step ladder unit are respectively disposed at both ends of the support beam, and the power battery module is electrically connected to each of the drive motors on the walking drive assembly.

[0030] Preferably, the smart terminal is a remote control, smartphone, tablet or computer, which uses a Wi-Fi wireless local area network or a 4G / 5G mobile communication network to connect to each of the drive motors to enable remote command issuance.

[0031] Preferably, there are multiple wireless mobile new energy template vehicles, which are spaced apart on the linear guide rail, and each wireless mobile new energy template vehicle can operate independently and be controlled in conjunction with the others.

[0032] Preferably, the wireless mobile new energy template vehicle for transporting precast beams further includes a wireless charging device, wherein:

[0033] The wireless charging device is located at one end of the linear guide rail and is wirelessly connected to the power battery modules on each of the wireless movable new energy templates, for wireless charging of each power battery module.

[0034] Preferably, the wireless mobile new energy template vehicle for transporting precast beams further includes a PLC control box, wherein:

[0035] The PLC control box is electrically connected to the power battery module and drive motor on each of the wireless movable new energy modules, and is used to control each of the wireless movable new energy modules to run automatically according to a preset stroke and time, so as to realize automated and seamless operation.

[0036] The present invention adopts the above technical solution and has the following technical effects compared with the prior art:

[0037] This utility model provides a wireless mobile new energy formwork vehicle for transporting precast beams, mainly composed of linear guide rails, supporting crossbeams, bottom formwork components, and a walking drive component. The bottom formwork component consists of several standard bottom forms and adjustable bottom forms, which are sequentially spliced ​​together, with adjustable bottom forms symmetrically arranged at both ends to match the ends of the precast beams. Each drive motor of the walking drive component is wirelessly connected to a smart terminal, enabling wireless remote control of the formwork vehicle. It adopts a new energy power supply technology based on power battery modules to replace traditional wired power supply, breaking through the limitation of movement radius, eliminating cable safety hazards, and improving energy autonomy. In summary, this formwork vehicle, through wireless drive control, modular bottom formwork combination, and multi-wheel collaborative drive design, solves the problems of limited mobility, poor adaptability, and insufficient stability of traditional equipment, and has the advantages of improving transportation efficiency, reducing construction risks, and enhancing equipment versatility. Attached Figure Description

[0038] Figure 1 This is a front view structural schematic diagram of a wireless mobile new energy template vehicle for transporting precast beams according to this utility model.

[0039] Figure 2This is a top view of the structure of a wireless mobile new energy template vehicle for transporting precast beams according to this utility model.

[0040] Figure 3 This is a schematic cross-sectional view of a wireless, mobile, new energy template vehicle for transporting precast beams according to this utility model. Figure 1 ;

[0041] Figure 4 This is a schematic cross-sectional view of a wireless, mobile, new energy template vehicle for transporting precast beams according to this utility model. Figure 2 ;

[0042] Figure 5 This is a structural schematic diagram of a wireless mobile new energy template vehicle for transporting precast beams, according to the present invention;

[0043] Figure 6 This is a schematic diagram of the main structure of the supporting crossbeam in a wireless mobile new energy template vehicle for transporting precast beams according to the present invention.

[0044] Figure 7 This is a top view schematic diagram of the supporting crossbeam in a wireless mobile new energy template vehicle for transporting precast beams according to this utility model.

[0045] Figure 8 This is a schematic transverse cross-sectional view of the supporting crossbeam in a wireless mobile new energy template vehicle for transporting precast beams, according to this utility model. Figure 1 ;

[0046] Figure 9 This is a schematic transverse cross-sectional view of the supporting crossbeam in a wireless mobile new energy template vehicle for transporting precast beams, according to this utility model. Figure 2 ;

[0047] Figure 10 This is a schematic diagram of the main structure of the first standard bottom mold in a wireless mobile new energy template vehicle for transporting precast beams according to this utility model.

[0048] Figure 11 This is a top view of the first standard bottom mold in a wireless mobile new energy template vehicle for transporting precast beams according to this utility model.

[0049] Figure 12 This is a front view structural diagram of the second and third standard bottom molds in a wireless mobile new energy template vehicle for transporting precast beams according to this utility model.

[0050] Figure 13 This is a top view of the second and third standard bottom molds in a wireless mobile new energy template vehicle for transporting precast beams according to this utility model.

[0051] Figure 14 This is a schematic diagram of the main structure of the adjustable bottom mold in a wireless mobile new energy template vehicle for transporting precast beams according to this utility model.

[0052] Figure 15 This is a top view of the adjustable bottom mold in a wireless mobile new energy template vehicle for transporting precast beams, according to the present invention.

[0053] The accompanying figures are labeled as follows:

[0054] 100-Linear guide rail;

[0055] 200-Support beam, 210-First main beam, 220-Second main beam, 201-I-beam, 202-Transverse connecting plate, 203-Longitudinal base plate, 204-Stiffening plate, 205-Limiting column, 206-Strut mounting seat, 207-Pin, 208-T-beam strut, 209-Diagonal connecting rod;

[0056] 300-Bottom mold assembly, 310-First standard bottom mold, 311-First supporting square tube, 312-First L-shaped ear plate, 320-Second standard bottom mold, 321-Second supporting square tube, 322-Second L-shaped ear plate, 330-Third standard bottom mold, 340-Adjustable bottom mold, 341-First end mold, 3411-L-shaped limiting baffle, 3412-First limiting bottom mold, 3413-Second limiting bottom mold, 3414-Third limiting bottom mold, 342-Second end mold, 3421-First overlapping plate, 343-Third end mold, 3431-Second overlapping plate, 344-Transition plate, 345-Third supporting square tube;

[0057] 400 - Walking drive assembly, 410 - Dual drive wheels, 420 - Single driven wheel, 430 - Single drive wheel;

[0058] 500-Power Battery Module;

[0059] 600-step stair unit;

[0060] 700 - Precast beam. Detailed Implementation

[0061] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present utility model. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments.

[0062] Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this utility model.

[0063] In existing technologies, the movement range of formwork vehicles during the transportation of precast beams is often limited by power cords; the variety of traditional bottom formwork types leads to low adjustment efficiency; the single drive system results in significant start-stop impact; and wired control methods affect operational flexibility. At a construction site, different specifications of precast beams need to be transported within a 200-meter track. Frequent adjustments to the bottom formwork structure by operators cause delays, cable dragging poses safety hazards, and the start-stop impact of the motor causes beam displacement risks.

[0064] To address these issues, the R&D team discovered that the power cord constraint stemmed from the traditional wired power supply method for motors, and considered using a wireless communication module to replace the physical wiring. To address the problem of too many types of bottom molds, they proposed a modular splicing structure combined with an adjustable end design. The insufficient stability of the drive system originated from single-point drive, so a composite drive layout was designed to balance power distribution. By analyzing the characteristics of rail transport scenarios, a combination of linear guide rail directional guidance and multi-wheel collaborative drive was determined, ultimately leading to the technical concept of integrating wireless control, modular bottom molds, and a composite drive system.

[0065] Therefore, as Figure 1 , Figure 2 , Figure 3 , Figure 4 and Figure 5 As shown, this application proposes a wireless mobile new energy template vehicle comprising a support beam 200, a bottom mold assembly 300, a driving assembly 400, a power battery module 500, and a smart terminal, all mounted on a linear guide rail 100. The support beam 200 is slidably mounted on the linear guide rail 100 via the driving assembly 400 at its bottom. The bottom mold assembly 300 is mounted on top of the support beam 200. The bottom mold assembly 300 consists of multiple standard bottom molds and adjustable bottom molds 340, with the standard bottom molds sequentially spliced ​​together and the adjustable bottom molds 340 symmetrically arranged at both ends. The driving assembly 400 includes dual drive wheels 410, a single driven wheel 420, and a single drive wheel 430. The dual drive wheels 410 and the single drive wheel 420 are equipped with drive motors with speed reducers. Each drive motor is electrically connected to the power battery module 500, which supplies power to each drive motor. Each drive motor is also wirelessly connected to an external smart terminal.

[0066] The linear guide rail 100 refers to the track structure that supports the movement of the formwork trolley, which can be implemented using double H-beam rails to provide a directional movement path for the formwork trolley. The supporting beam 200 refers to the frame structure that supports the bottom formwork assembly 300, which can be implemented using a welded double H-beam frame to ensure uniform load distribution. The bottom formwork assembly 300 refers to the formwork structure that supports the precast beam 700, which can be implemented using a combination of bolted standardized steel formwork and adjustable end formwork 340 to adapt to different beam sizes. The driving drive assembly 400 refers to the wheel system structure that drives the formwork trolley, which can be implemented using a combination of solid rubber wheels and a geared motor. The dual drive wheels 410 are arranged at both ends of the supporting beam 100, and the single driven wheel 420 and single drive wheel 430 are arranged at intervals in the middle position to form a multi-point drive layout. The intelligent terminal refers to the remote control device, which can be implemented using an industrial-grade wireless remote controller. It is wirelessly connected to the PLC control box installed on the support beam 200 via the 2.4GHz frequency band. The PLC control box synchronously controls the operation of each drive motor and realizes communication with the drive motor.

[0067] Specifically, a linear guide rail 100 is fixedly installed on the ground to form a running track, and a supporting beam 200 moves along the guide rail via a bottom wheel system. A standard bottom mold is bolted together to form the main support surface, and adjustable bottom molds at both ends 340 are adjusted in position to match the beam end shape via overlapping plates and transition plates. Dual drive wheels 410 are arranged on both sides of the supporting beam 100, and a single drive wheel is arranged in the middle of the beam. Drive motors on each drive wheel are synchronously controlled via wireless signals. When a movement command is received, each drive motor starts according to a preset speed curve. The dual drive wheels 410 provide basic driving force, the single drive wheel 430 assists in maintaining the direction of travel, and the single driven wheel 420 bears part of the load. The transition plate 344 of the adjustable bottom mold 340 adjusts its installation position according to the beam end dimensions, and the L-shaped limiting baffle 3411 at the end prevents the beam from shifting due to inertia during transportation. The power battery module 500 directly and continuously supplies power to each drive motor. This power supply method is not limited by the length of the wires and is not affected by power outages. The power supply is stable and ensures the normal operation of the template vehicle.

[0068] Compared to existing technologies, traditional formwork vehicles use a single drive wheel and wired control. This solution, however, effectively improves load-bearing capacity and operational stability through the coordinated operation of multiple drive wheels and wireless communication control. Existing bottom molds are integrally cast structures; this solution employs a modular splicing design, significantly reducing manufacturing costs. Conventional equipment relies on external power supplies; this solution integrates a power battery for autonomous power supply, expanding its mobility range.

[0069] Through the above technical solutions, this application utilizes intelligent terminals such as external remote controls to achieve wireless remote control of the template vehicle on the track. Power battery modules 500 installed on the supporting crossbeams 200 directly power each drive motor, eliminating the need for external power cables and thus overcoming the limitation of power cable length on travel distance, improving transportation distance and power supply stability. The combination design of various standard bottom molds of different sizes with adjustable bottom molds 340 reduces mold types by 80%, shortening on-site adjustment time. The coordinated work of multiple drive wheels reduces starting acceleration to below 0.1 m / s², ensuring no displacement of the precast beams 700 during transportation. Wireless communication control extends the operation control distance to 200 meters, improving construction safety.

[0070] In some of these embodiments, such as Figure 1 , Figure 2 , Figure 6 and Figure 7 As shown, this application further proposes that the support 200 is composed of a first main crossbeam 210 and a second main crossbeam 220. The first main crossbeam 210 is at least one and centrally located, with the second main crossbeams 220 symmetrically arranged at both ends. The two are detachably connected by bolts. The bottom of the first main crossbeam 210 is provided with at least one set of single driven wheels 420, and the bottom of the second main crossbeam 220 is provided with double driving wheels 410, single driven wheels 420 and single driving wheels 430.

[0071] The first main crossbeam 210 is an expandable longitudinal load-bearing component, which can be implemented using a double H-beam welded structure. Its central arrangement can form a symmetrical force-bearing system, and multiple beams can be sequentially spliced ​​and connected as needed. The second main crossbeam 220 is an auxiliary support component that serves as the core support. It is combined with the first main crossbeam 210 through detachable connectors, which can be implemented using bolt connections or pin connections, and is used to adjust the overall support span.

[0072] Specifically, at least one centrally located first main crossbeam 210 forms the basic support frame, with a single driven wheel 420 at its bottom bearing the main vertical load. Symmetrically connected second main crossbeams 220 extend to both sides in a detachable manner, forming a core support platform. The bottom ends and middle of the second main crossbeam 220 are respectively equipped with dual driving wheels 410, a single driving wheel 430, and a single driven wheel 420, forming a multi-point drive unit. The dual driving wheels 410 provide the main driving force, while the single driving wheel 430 assists in drive control. This modular combination structure allows for adjustment of the crossbeam length according to the dimensions of the precast beam 700, for example, increasing the number of first main crossbeams 210 when transporting extra-long beams. The drive wheel layout uses a front dual driving wheel 410 and a rear single driving wheel 430 configuration, ensuring sufficient driving force while distributing wheel pressure through the single driven wheel 420 to avoid localized overload.

[0073] Compared to existing technologies, traditional template vehicles use an integral crossbeam structure, which cannot adjust the support length according to the transported object, and the concentration of drive wheels in a single position easily leads to uneven driving force. This solution achieves flexible adjustment of the support span through modular crossbeam combination. For example, when transporting a 30m precast beam 700, it can be expanded to three sets of first main crossbeams 210, with a set of second main crossbeams (220) at each end. The walking drive component 400 adopts a distributed layout, distributing the driving force to different positions at the front and rear of the crossbeam. For example, the dual drive wheels 410 arranged at the outer ends of the front and rear second main crossbeams 220 provide 80% of the driving force, and the single drive wheel 430 at the inner end of the second main crossbeams 220 supplements the remaining driving force, effectively improving the slippage phenomenon caused by traditional centralized drive.

[0074] Through the above technical solutions, this application achieves expandable adjustment of the supporting crossbeam 200 to adapt to the transportation needs of precast beams 700 of different lengths; improves assembly efficiency through modular combination, and the on-site assembly time can be shortened to 40% of that of traditional structures; the distributed drive layout of the walking drive component 400 enhances traction stability and reduces wheel-rail slippage during travel; the detachable connection structure reduces transportation difficulty, and the weight of a single crossbeam unit is controlled within 5 tons, which facilitates hoisting operations.

[0075] In one specific embodiment, such as Figure 6 , Figure 7 , Figure 8 and Figure 9 As shown, this application further proposes that the first main crossbeam 210 and the second main crossbeam 220 have the same structure, both including I-beams 201, transverse connecting plates 203, longitudinal base plates 203, strut mounting seats 206, and T-beam struts 208. Specifically, there are two I-beams 201, arranged parallel to each other at left-right intervals, and fixedly connected to each other by several transverse connecting plates 202 arranged at equal intervals along their length. Furthermore, two adjacent transverse connecting plates 202 are fixed together by diagonal connecting rods 209. Fixed connection; there are two longitudinal base plates 203, which are fixedly installed at the bottom of the corresponding I-beams 201, and are detachably connected to the corresponding double driving wheel 410, single driven wheel 420 and single driving wheel 430 by bolts; there are several groups of strut mounting seats 206, two in each group, which are installed at corresponding positions on the outer side wall of the I-beams 201 with left and right intervals, and their outer ends are hinged to the lower end of the T-beam strut 208 by pins 207, and the upper end of the T-beam strut 208 is abutted and connected to the precast beam 700.

[0076] Among them, I-beam 201 refers to a steel section with an I-shaped cross-section, which can be made of hot-rolled I-beams or welded I-beams. Their parallel arrangement forms the main load-bearing structure to improve overall bending resistance. Transverse connecting plate 202 refers to a steel plate perpendicular to the length of the I-beam. Specifically, it can be a rectangular steel plate welded and fixed between two I-beams 201, forming a rigid transverse connection through equidistant distribution. Diagonal connecting rod 209 refers to an inclined metal rod, which can be angle steel or steel pipe welded between adjacent transverse connecting plates to form a triangular stable structure to prevent torsional deformation of the transverse connecting plates. Longitudinal base plate 203 refers to a steel plate extending along the length of the I-beam 201. Specifically, it can be fixed to the bottom of the I-beam 201 by bolts, providing a detachable mounting base for the walking drive assembly 400. Support rod mounting seat 206 refers to a metal support with pin holes. Specifically, it can be multiple triangular steel plates welded at intervals to the outside of the I-beam, forming an adjustable-angle hinged connection with the T-beam support rod 208 through pins 207. T-beam strut 208 refers to a metal rod with a support surface at the top, whose length is adjustable to achieve adaptive support for the ends of precast beams 700 of different sizes.

[0077] Specifically, two parallel I-beams 201 form the skeleton structure of the main crossbeam, achieving a rigid lateral connection through a transverse connecting plate 202, while longitudinal reinforcement is achieved using diagonal connecting rods 209. A longitudinal base plate 203 is welded to the bottom of the I-beams 201 to form a stable base surface, allowing for modular installation and replacement of the wheel assembly via bolt holes. Support rod mounting seats 206 are symmetrically distributed on both sides of the I-beams 201, and T-beam support rods 208 connected by pins 207 can rotate and adjust around their hinge points, forming a multi-point support system for the ends of the precast beam 700. When the dimensions of the precast beam 700 ends change, the hinge angle and support height of the T-beam support rods 208 can be adjusted to ensure that the top of the support rods always maintains effective contact with the beam.

[0078] Through the above technical solutions, this application effectively improves the load-bearing capacity and deformation resistance of the supporting beam 200, ensuring structural stability under loads exceeding 150 tons. The adjustable T-beam struts 208 can adapt to the support requirements of the ends of precast beams 700 of different sizes, reducing the cost of bottom formwork modification. The modular longitudinal base plate 203 design improves the efficiency of maintenance and replacement of the walking wheel assembly, and the diagonal connecting rod 209 structure enhances the shear resistance of the transverse connecting plate 202, preventing deformation of the I-beam 201.

[0079] In addition, such as Figure 3 , Figure 4 , Figure 6 , Figure 7 , Figure 8 and Figure 9As shown, this application further proposes that the first main crossbeam 210 and the second main crossbeam 220 have the same structure, both including stiffening plates 204 and limiting columns 205. Several stiffening plates 204 and limiting columns 205 are fixedly installed at equal intervals on the outer wall of the I-beam 201. The stiffening plate 201 refers to a metal plate perpendicular to the web of the I-beam 201, which can be welded to the flanges and web of the I-beam 201 to increase the bending stiffness of the I-beam 201 by increasing the moment of inertia of the cross section. The limiting column 205 refers to a short columnar member vertically welded to the outer side of the I-beam, which can be made of square tubing or round steel and used as a rope fixing point to further fix the precast beam 700 as needed, suppressing lateral displacement of the precast beam 700 during transportation through multi-point constraint.

[0080] Specifically, stiffening plates 204 are equidistantly distributed along the length of the I-beams 201, forming a continuous force transmission path with the web, uniformly transferring the load of the precast beam 700 to the overall structure of the supporting crossbeams 100. Limiting columns 205 form additional constraint nodes between adjacent transverse connecting plates 204 for securing ropes, ensuring the stability of the precast beam 700 under transportation vibration conditions and improving transportation safety. The stiffening plates 204 and the I-beams 201 combine to form a box-shaped section, enhancing the torsional resistance of the main crossbeams.

[0081] In some of these embodiments, such as Figure 1 , Figure 2 , Figure 3 and Figure 4 As shown, this application further proposes that the standard bottom formwork includes at least one of a first standard bottom formwork 310, a second standard bottom formwork 320, and a third standard bottom formwork 330 with different lengths and widths, and that they are detachably connected to each other and to the adjustable bottom formwork 340. The standard bottom formwork refers to a precast beam support unit with a modular design, specifically implemented by a combination of welded steel structure frames and steel plates, with its length and width standardized according to common precast beam dimensions. The detachable connection refers to the mechanical fixing of the bottom formwork components using bolts or pin-type structures, specifically through an assembly method using lugs and bolts, allowing the bottom formwork components to be expanded or reduced according to transportation needs.

[0082] Specifically, the first standard bottom formwork 310, the second standard bottom formwork 320, and the third standard bottom formwork 330 are designed as independent modules with different dimensions. For example, the first standard bottom formwork 310 can be 3 meters long, the second standard bottom formwork 320 can be 2 meters long, and the third standard bottom formwork 330 can be 1.5 meters long. By selecting one or more of them for combination, the length requirements of different precast beams 700 can be covered. The standard bottom formworks are connected by lugs and bolts to form a continuous support surface. When transporting precast beams of different specifications, only the number of standard bottom formwork combinations and the position of the adjustable bottom formwork 340 need to be adjusted, without replacing the entire bottom formwork system.

[0083] Compared to existing technologies, traditional precast beam transport formwork vehicles typically use fixed-size bottom molds, requiring the fabrication of new bottom molds every time the beam type is changed, resulting in high storage costs and low adaptability. This solution, however, utilizes a standardized, tiered design for the bottom molds, compressing the types of bottom molds into different basic modules. Combined with a detachable connection structure, this allows for flexible disassembly and reassembly of the bottom mold components, significantly reducing bottom mold inventory.

[0084] Through the above technical solution, this application achieves rapid adaptation of the bottom formwork for precast beam transportation, solving the problem of resource waste caused by the wide variety of bottom formwork types. By assembling standardized modules, it can cover more than 80% of the transportation needs for conventional beams. Simultaneously, the use of the adjustable bottom formwork 340 makes the transportation of the remaining 20% ​​of irregularly shaped beams possible, effectively reducing the frequency of customized bottom formwork production.

[0085] In some of these embodiments, such as Figure 10 and Figure 11 As shown, this application further proposes that the bottom of the first standard bottom mold 310 is provided with a plurality of first support square tubes 311 spaced apart along its length direction, and first L-shaped ear plates 312 are symmetrically provided on both sides. The left and right first L-shaped ear plates 312 are connected by welding with a plurality of first support square tubes 311, and the outer ends of the two first L-shaped ear plates 312 are detachably installed on the top of the I-beams 201 on both sides of the support beam 200 by a plurality of bolts.

[0086] The first supporting square tube 311 refers to a square cross-section supporting member arranged parallel to the length of the bottom formwork. Specifically, it can be made of Q235B steel and welded together. It forms a longitudinal rigid frame by being arranged at equal intervals to evenly distribute the load of the precast beam and prevent the bottom formwork from deforming. The first L-shaped ear plate 312 refers to a right-angle bent steel plate with vertical and horizontal surfaces. Specifically, it can be a 10mm thick steel plate that is bent and welded to the supporting square tube. Its horizontal surface is fixed to the top of the I-beam 201 with bolts to form an anti-overturning constraint.

[0087] Specifically, the first supporting square tubes 311 are equidistantly arranged along the longitudinal axis of the bottom formwork and are welded to the first L-shaped ear plates 312 on both sides to form an integral frame structure. During installation, the horizontal surface of the first L-shaped ear plate 311 is installed on the top surface of the corresponding I-beam 201, and high-strength bolts are used to pass through the reserved holes on the horizontal surface of the ear plate and lock it with the bolt holes on the top of the I-beam. This connection method allows the bottom formwork to transfer vertical loads to the I-beam through the supporting square tubes, and to transfer force under lateral loads through the contact surface between the horizontal surface of the ear plate and the I-beam 201. During disassembly, only the bolt connections need to be disconnected to lift the entire bottom formwork away without damaging the structural components.

[0088] Similarly, such as Figure 12 and Figure 13 As shown, this application further proposes that the second standard bottom mold 320 and the third standard bottom mold 330 have the same structure. Taking the second standard bottom mold 320 as an example, a number of second supporting square tubes 321 are spaced apart along its length at its bottom, and second L-shaped ear plates 322 are symmetrically arranged on both sides. The left and right second supporting square tubes 321 are connected by a number of second L-shaped ear plates 322, and the outer ends of the two second L-shaped ear plates 322 are detachably installed on the top of the I-beams 201 on both sides of the supporting beam 200 by a number of bolts.

[0089] The second supporting square tube 321 refers to a rectangular cross-section tubular support component arranged parallel to the length of the bottom formwork. It can be made of Q235B steel and welded together. It forms a transverse load-bearing frame by equidistant arrangement to distribute the vertical load transmitted by the precast beam 700. The second L-shaped ear plate 322 refers to a steel plate connector with an L-shaped cross-section. It can be processed by bending process, and bolt holes are opened on its horizontal side for connecting the bottom formwork to the top of the I-beam 201.

[0090] Specifically, the second supporting square tubes 321 are arranged longitudinally along the bottom formwork at intervals, forming a continuous supporting grid structure that can adapt to the load-bearing requirements of bottom formwork of different lengths. Each second supporting square tube 321 is laterally connected to the left and right sides via second L-shaped ear plates 322, forming an overall frame structure to enhance the lateral rigidity of the bottom formwork. The horizontal edges of the second L-shaped ear plates 322 extend to the top edge of the I-beam 201 and are connected to the flange plates of the I-beam by bolts to ensure the alignment during bottom formwork installation. The second standard bottom formwork 320 and the third standard bottom formwork 330 adopt the same structural design, but their lengths and widths are different, which standardizes the installation interface of bottom formwork of different sizes on the I-beam. Only the standard bottom formwork of different specifications and sizes needs to be adjusted to adapt to different length requirements.

[0091] In some of these embodiments, such as Figure 14 and Figure 15As shown, this application further proposes an adjustable bottom mold 340 comprising at least one of a first end mold 341, a second end mold 342, and a third end mold 343. The first end mold 341 is located at the outer end, and its top is provided with an L-shaped limiting baffle 3411, a first limiting bottom mold 3412, a second limiting bottom mold 3413, and a third limiting bottom mold 3414 in sequence from the outside to the inside. The second end mold 342 is located at the inner end of the first end mold 341, and its outer end is detachably connected to the inner end of the third end mold 343 via a transition plate 344. The bottom of the first end mold 341 and the second end mold 342 are provided with a plurality of third supporting square tubes 345 spaced apart along their length direction, and the outer end of the second end mold 342 is provided with a first overlapping plate 3421, and the inner end of the third end mold is correspondingly provided with a second overlapping plate 3433.

[0092] Among them, the L-shaped limiting baffle 341 refers to a right-angled edge structure vertically fixed to the top of the outer end of the adjustable bottom mold 340, which can be implemented by welding or bolt connection, and is used to constrain the displacement of the precast beam end 700. The first limiting bottom mold 3413, the second limiting bottom mold 3414 and the third limiting bottom mold 3414 refer to stepped support structures with different shapes and cross-sectional dimensions, which can be made by cutting steel plates and adapting to the ends of precast beams with different beam heights through graded limiting. The transition plate 344 refers to the connecting component connecting different end molds, which can be implemented by steel plates with positioning holes, and the length of the end mold combination can be changed by adjusting the installation position. The first overlapping plate 3421 and the second overlapping plate 3433 refer to the mating components with complementary grooves, which can be made by mortise and tenon structure or concave and convex fit design, and the transition plate 344 forms a self-positioning connection during splicing. The third support square tube 345 refers to a rectangular tubular support component arranged along the length of the bottom mold. Specifically, it can be welded from Q235 steel to enhance the bending stiffness of the bottom mold.

[0093] Specifically, when transporting precast beams 700 of different sizes, the stepped structure formed by the L-shaped limiting baffle 3411 and each limiting bottom mold can be used to progressively match the changes in the height of the precast beam end section. By selecting different levels of limiting bottom molds in the first end mold 341 to contact the beam, precise adjustment of the end support position can be achieved. The second end mold 342 and the third end mold 343 are connected by a transition plate 344, and the overlap distance between them can be adjusted according to the length requirements of the precast beam. The third support square tubes 355 set at the bottom are arranged at equal intervals to form multi-point support when bearing the load of the precast beam, avoiding local deformation of the bottom mold.

[0094] It is worth noting that the first end mold 341, the second end mold 342, and the third end mold 343 are arranged separately. The first end mold 341 and the second end mold 342 can be directly laid on the outer end of the second main crossbeam 220 through the third supporting square tube 345 at their bottom, without the need for bolt fastening, which is convenient for adjustment and replacement and flexible and convenient to use. The third end mold 343 has a similar structure to the first standard bottom mold 310, the second standard bottom mold 320, and the third standard bottom mold 330. Several fourth supporting square tubes 3431 are arranged at intervals along its length at its bottom, and third L-shaped ear plates 3432 are symmetrically arranged on both sides. The two third L-shaped ear plates 3432 are connected by several fourth supporting square tubes 3431, and the outer ends of the two third L-shaped ear plates 3432 are detachably installed on the top of the I-beams 201 on both sides of the supporting crossbeam 200 by several bolts.

[0095] Through the above technical solutions, this application solves the problem of bottom formwork compatibility caused by differences in beam dimensions during the transportation of precast beams, and reduces the types of bottom formwork by combining adjustable end formwork 340. The stepped limiting structure and adjustable overlap design allow a single bottom formwork component to cover multiple beam type requirements, reducing customized development costs. The modular splicing method simplifies the assembly process, the self-positioning structure of the overlap plate 344 improves installation efficiency, and the spaced arrangement of the supporting square tubes enhances the load-bearing stability of the bottom formwork.

[0096] In some of these embodiments, such as Figure 1 As shown, this application further proposes that the wireless mobile new energy template vehicle also includes a power battery module 500 and a step ladder unit 600, wherein the power battery module 500 and the step ladder unit 600 are respectively disposed at both ends of the support beam 200, and the power battery module 500 is electrically connected to each drive motor on the walking drive assembly 400.

[0097] Among them, the power battery module 500 refers to an independent power supply unit that provides power to the drive motor. Specifically, it can be implemented by combining a large-capacity battery pack with a battery controller. The battery pack can be supplemented by an outdoor photovoltaic system. By connecting multiple large-capacity battery packs in parallel, low-voltage safe power supply and ultra-long range can be achieved. The power battery module 500 can effectively replace traditional wired power supply by directly connecting to the drive motor, breaking through the limitation of mobile radius, eliminating the safety hazards of cables, improving energy autonomy, and solving the limitation of traditional equipment relying on external power lines.

[0098] The step ladder unit 600 refers to the passage structure for operators to go up and down the equipment. Specifically, it can be implemented by using a steel structure welded frame with anti-slip pedals. Its installation position is located at both ends of the support beam 200, along with the power battery module 500. The step ladder unit 600 eliminates the safety hazards of climbing at heights through a fixed step structure.

[0099] Specifically, the power battery module 500 is integrated at one end of the support beam 100, forming a power supply circuit with the drive motors distributed at the bottom of the support beam 200 via cables. The electrical energy output from the battery pack is distributed to the drive motors at different locations via the battery controller, ensuring the coordinated operation of actuators such as the dual-drive wheel 410 and the single-drive wheel 430. The step ladder unit 600 is fixed at the other end of the support beam 200, and its step height and tread spacing are ergonomically designed to allow operators to safely reach the equipment operating surface.

[0100] Through the above technical solutions, this application achieves coordinated optimization of autonomous power supply and safe personnel passage for the precast beam 700 during transportation. The power battery module 500 adopts a new energy power supply method, which is not limited by the length of the power cord or by power outages, ensuring the equipment's ability to operate independently over long distances on the track. The stair unit 600 provides a safe and compliant boarding and alighting path, and together the two enhance the reliability and convenience of the template vehicle operation.

[0101] In some embodiments, this application further proposes that the intelligent terminal for wirelessly controlling the wirelessly movable new energy vehicle can be a remote control handle, a smartphone, a tablet, or a computer. It connects to each drive motor via a Wi-Fi wireless local area network or a 4G / 5G mobile communication network to enable remote command issuance. The intelligent terminal refers to a diversified control device including a remote control handle, smartphone, tablet, and computer. Specifically, it can employ an embedded operating system or mobile application to implement a human-machine interface for sending control commands to the drive motors.

[0102] Specifically, operators can connect to the drive motor via a smart terminal by selecting either Wi-Fi or mobile communication mode. For example, Wi-Fi is prioritized for low-latency control in fixed track areas, while 5G networks are switched to ensure signal stability in long-distance transportation scenarios. Start and stop commands sent by the remote control handle are transmitted wirelessly to the motor controller, driving the dual drive wheels 410 and the single drive wheel 430 to operate in coordination, eliminating the physical limitations of traditional power cables on the range of movement. Simultaneously, smartphones or tablets can receive real-time equipment operating status data, monitor the template vehicle's location and battery level through a visual interface, and achieve integrated operation of remote command issuance and equipment management.

[0103] Compared to existing technologies, traditional template vehicles rely on wired control, which limits their range of movement, and a single control device cannot adapt to complex working conditions. This solution combines multimodal terminals with dual communication modes, preserving the real-time performance of short-distance operation while expanding cross-regional control capabilities, and allowing personnel with different operating habits to use diverse terminals for precise control.

[0104] Through the above technical solution, this application solves the problem of limited operating distance caused by power cord constraints, realizes the free movement of the template vehicle on the track and the stable transmission of remote commands, and allows operators to complete start-stop control and status monitoring within the wireless network coverage area through various terminal devices, thereby improving transportation efficiency and operational safety.

[0105] In some embodiments, to improve the transportation efficiency of precast beams, this application provides multiple wireless mobile new energy template vehicles, spaced apart on the linear guide rail 100, each capable of independent operation and coordinated control. As needed, multiple template vehicles can be connected into a single unit via a wireless communication network to achieve information sharing and coordinated control. Specifically, each template vehicle is equipped with a wireless communication module that uses short-range communication technologies such as Wi-Fi, Bluetooth, or Zigbee to establish a stable communication link with adjacent template vehicles.

[0106] In the linkage control mode, each wireless mobile new energy template vehicle receives control commands from the operator and calculates the motion parameters of each vehicle, such as speed, acceleration, and displacement, based on the commands, and operates within its respective area on the linear guide rail 100. Furthermore, each linear guide rail 100 can be locally adjusted according to its own operating status and the surrounding environment to ensure safe operation. Through the above technical solution, this application realizes multi-vehicle linkage control of wireless mobile new energy template vehicles, improving transportation efficiency and safety. Multi-vehicle collaborative operation not only optimizes resource utilization but also reduces operational difficulty, making the transportation process of precast beams more intelligent and automated.

[0107] In some embodiments, the wireless mobile new energy formwork vehicle for transporting precast beams in this application further includes a wireless charging device. The wireless charging device is disposed at one end of the linear guide rail 100 and is wirelessly connected to the power battery module 500 on each of the wireless mobile new energy formwork modules, for wirelessly charging each of the power battery modules 500. The wireless charging device employs existing known technology, specifically achieving contactless power transmission through the principle of electromagnetic induction. The wireless charging device includes a transmitter and a receiver. The transmitter is fixed at one end of the linear guide rail 100, and the receiver is integrated into the power battery module 500 of the formwork vehicle. When the formwork vehicle travels to the charging area, the transmitter and receiver automatically align, and power is transmitted from the transmitter to the receiver through electromagnetic field coupling to charge the power battery module 500.

[0108] The design of this wireless charging device not only avoids the cumbersome plugging and unplugging of power cords in traditional wired charging, improving charging efficiency, but also eliminates safety hazards caused by power cord wear or poor contact. Furthermore, the use of wireless charging aligns with the design concept of new energy formwork vehicles, enabling fully wireless operation and further enhancing the equipment's intelligence level. During wireless charging, operators can monitor the charging status through a smart terminal to ensure smooth operation. Once the power battery module is fully charged (500%), the formwork vehicle can continue its transportation tasks without interrupting the workflow, effectively improving the transportation efficiency of precast beams.

[0109] Specifically, the wireless charging device employs the principle of electromagnetic induction. A charging transmitter is positioned at one end of the linear guide rail 100, enabling contactless power transfer with the power battery modules 500 on each template vehicle. When a template vehicle moves to the charging area, the power battery module 500 automatically aligns with the charging transmitter, and power is transferred to the battery through electromagnetic field coupling, achieving automatic charging. This wireless charging device not only eliminates the tedious manual plugging and unplugging of power cords but also improves the safety and efficiency of the charging process. Furthermore, wireless charging technology reduces interface wear caused by frequent plugging and unplugging, extending the equipment's lifespan.

[0110] In some embodiments, the wireless mobile new energy template vehicle for transporting precast beams in this application also includes a PLC control box. The PLC control box is electrically connected to the power battery module 500 and each drive motor on each wireless mobile new energy template, and is used to control each wireless mobile new energy template to run automatically according to a preset stroke and time, so as to realize automated and seamless operation.

[0111] The PLC control box refers to a conventional control unit that uses a programmable logic controller (PLC) as its core. Specifically, it can control the start, stop, acceleration, and deceleration of the precast beam vehicle, as well as the charging management of the power battery module, through preset programs. The PLC control box can be customized according to the actual needs of precast beam transportation, such as setting fixed transportation routes, timed start and stop, and automatic obstacle avoidance, to ensure that the precast beam vehicle runs automatically according to the preset itinerary and schedule without frequent manual intervention.

[0112] Specifically, the PLC control box receives instructions from operators or control signals from preset programs to manage the power of the 500 battery module, ensuring it provides sufficient power to drive the template vehicle when needed. Simultaneously, the PLC control box monitors the operating status of each drive motor, such as speed and temperature, and takes immediate measures to protect the motors from damage if any abnormalities are detected. During transportation, the PLC control box can automatically adjust the template vehicle's speed, acceleration, and other parameters according to preset travel plans to adapt to different transportation needs.

[0113] Through the above technical solution, this application achieves automated and seamless operation of the precast beam transportation process. The introduction of the PLC control box enables the template vehicle to run automatically according to the preset route and time, eliminating the need for frequent manual operation, reducing labor intensity, and improving transportation efficiency. Simultaneously, the PLC control box also has fault self-diagnosis and protection functions, enabling timely detection and handling of potential safety hazards, ensuring the safety and reliability of the transportation process.

[0114] Combination Figures 1 to 15 As shown, the wireless mobile new energy formwork vehicle for transporting precast beams provided in this application operates as follows: The walking drive assembly 400 is manually started via a handle, controlling the mobile formwork vehicle to move the precast beam 700 back and forth along the linear guide rail 100, thus achieving wireless remote-controlled transport of the precast beam 700. During operation, this wireless mobile new energy formwork vehicle exhibits smooth and reliable start-stop, is unaffected by power outages or power lines, and has a long travel distance. It solves the problems of limited mobility, poor adaptability, and insufficient stability of traditional equipment, offering advantages such as improved transportation efficiency, reduced construction risks, and enhanced equipment versatility.

[0115] Finally, the following points should be noted: First, in the description of this application, it should be noted that, unless otherwise specified and limited, the terms "installation", "connection", and "linkage" should be interpreted broadly, and can be mechanical or electrical connections, or internal connections between two components, or direct connections. "Up", "down", "left", "right", etc. are only used to indicate relative positional relationships. When the absolute position of the described object changes, the relative positional relationship may change.

[0116] Secondly, the accompanying drawings of the embodiments disclosed in this utility model only involve the structures involved in the embodiments disclosed in this utility model. Other structures can refer to the general design. In the absence of conflict, the same embodiment and different embodiments of this utility model can be combined with each other.

[0117] Finally, the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A wireless, mobile, new energy template vehicle for transporting precast beams, characterized in that, It includes a support beam (200) mounted on a linear guide rail (100), a bottom formwork assembly (300), a walking drive assembly (400), a power battery module (500), and a smart terminal, wherein: The support beam (200) is slidably mounted on the linear guide rail (100) via the walking drive assembly (400) installed at its bottom, and the bottom mold assembly (300) is provided on its top. The bottom formwork assembly (300) consists of several standard bottom forms and adjustable bottom forms (340). The standard bottom forms are sequentially spliced ​​together, and each end of the assembly is symmetrically provided with an adjustable bottom form (340) that matches the end of the precast beam (700). The walking drive assembly (400) consists of two driving wheels (410), a single driven wheel (420) and a single driving wheel (430). Both the two driving wheels (410) and the single driving wheel (430) are equipped with drive motors with speed reducers. Each drive motor is electrically connected to the power battery module (500) and wirelessly connected to the smart terminal.

2. The wireless mobile new energy template vehicle for transporting precast beams according to claim 1, characterized in that, The supporting crossbeam (200) consists of a first main crossbeam (210) and a second main crossbeam (220), wherein: There is at least one first main crossbeam (210), which is centrally located, and the second main crossbeams (220) are symmetrically arranged at both ends of the first main crossbeam (210) and the second main crossbeam (220) are detachably connected. The bottom of the first main crossbeam (210) is provided with at least one set of the single driven wheel (420); the bottom of the second main crossbeam (220) is provided with the double driving wheel (410), the single driven wheel (420) and the single driving wheel (430).

3. The wireless mobile new energy template vehicle for transporting precast beams according to claim 2, characterized in that, The first main crossbeam (210) and the second main crossbeam (220) have the same structure, both including an I-beam (201), a transverse connecting plate (202), a longitudinal base plate (203), a strut mounting seat (206), and a T-beam strut (208), wherein: The I-beam (201) consists of two beams arranged in parallel with a left-right interval. They are fixedly connected to each other by several transverse connecting plates (202) that are equidistantly arranged along their length. Two adjacent transverse connecting plates (202) are fixedly connected by diagonal connecting rods (209). There are two longitudinal base plates (203), which are fixedly installed on the bottom of the corresponding I-beams (201) and are detachably connected to the corresponding double driving wheel (410), single driven wheel (420) and single driving wheel (430) by bolts. The strut mounting base (206) consists of several groups, with two in each group, and is installed at corresponding positions on the outer side wall of the I-beam (201) with left and right intervals. Its outer end is hinged to the lower end of the T-beam strut (208) through a pin (207), and the upper end of the T-beam strut (208) is abutted and connected to the precast beam (700).

4. The wireless mobile new energy template vehicle for transporting precast beams according to claim 3, characterized in that, The first main crossbeam (210) and the second main crossbeam (220) have the same structure, both including stiffening plates (204) and limiting columns (205), wherein: There are several stiffening plates (204) and limiting posts (205), which are fixedly installed on the outer wall of the I-beam (201) at equal intervals.

5. The wireless mobile new energy template vehicle for transporting precast beams according to claim 1, characterized in that, The standard bottom mold includes at least one of a first standard bottom mold (310), a second standard bottom mold (320), and a third standard bottom mold (330) with different lengths and widths, and they are detachably spliced ​​together with each other and with the adjustable bottom mold (340).

6. The wireless mobile new energy template vehicle for transporting precast beams according to claim 1, characterized in that, The power battery module (500) and the step ladder unit (600) are respectively provided at the left and right ends of the support beam (200), and the power battery module (500) is electrically connected to each drive motor on the walking drive assembly (400).

7. The wireless mobile new energy template vehicle for transporting precast beams according to claim 1, characterized in that, The smart terminal is a remote control, smartphone, tablet or computer, which uses a Wi-Fi wireless local area network or a 4G / 5G mobile communication network to connect to each of the drive motors to enable remote command issuance.

8. The wireless mobile new energy template vehicle for transporting precast beams according to claim 1, characterized in that, The wireless mobile new energy template vehicle is a plurality of vehicles, which are spaced apart on the linear guide rail (100), and each wireless mobile new energy template vehicle can operate independently and be controlled in conjunction with the other.

9. The wireless mobile new energy template vehicle for transporting precast beams according to claim 1, characterized in that, It also includes a wireless charging device, wherein: The wireless charging device is located at one end of the linear guide rail (100) and is wirelessly connected to the power battery module (500) on each of the wireless movable new energy templates, for wireless charging of each of the power battery modules (500).

10. The wireless mobile new energy template vehicle for transporting precast beams according to claim 1, characterized in that, It also includes a PLC control box, in which: The PLC control box is electrically connected to the power battery module (500) and each drive motor on each of the wireless mobile new energy modules, and is used to control each of the wireless mobile new energy modules to run automatically according to a preset stroke and time, so as to realize automated and seamless operation.

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