CN112523103A

CN112523103A - Integrated integral multifunctional construction platform for pier and towering structure

Info

Publication number: CN112523103A
Application number: CN202011458596.1A
Authority: CN
Inventors: 王晓方; 朱良
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-12-10
Filing date: 2020-12-10
Publication date: 2021-03-19

Abstract

A kind of pier, integrated integral multi-functional construction platform for high-rise structure, its climbing device locates on first pillar stand and second pillar stand separately, and can climb along first pillar stand and second pillar stand; the lifting mechanism is connected with the climbing device, can be driven by the climbing device to lift along the directions of the first upright post and the second upright post, and is provided with a manned cargo carrying platform; the working platform is arranged between the first upright post and the second upright post, and two ends of the working platform can be connected with the lifting mechanism and lift along with the lifting mechanism; the hydraulic template device is arranged on the operation platform and is used for realizing die assembly, die disassembly and die correction through hydraulic drive; the cantilever is rotatably hung on the operation platform and used for completing the hoisting of the hydraulic template device, hoisting a reinforcement cage into the hydraulic template device and hoisting concrete; the automatic spraying and steam curing device is arranged on the platform and used for curing concrete. The multifunctional construction platform disclosed by the invention is high in integration level, can be automatically lifted and hoisted, can be automatically detected and corrected, can be automatically assembled and disassembled, can be used for concrete maintenance, is high in intelligent degree, and is suitable for construction of piers and urban and rural concrete high-rise independent slender buildings.

Description

Integrated integral multifunctional construction platform for pier and towering structure

[ technical field ] A method for producing a semiconductor device

The invention relates to the field of building construction, in particular to an integrated integral multifunctional construction platform for a pier and high-rise structure.

[ background of the invention ]

When structures such as piers and the like are constructed on site, a concrete pouring space needs to be enclosed by the template, and a reinforcement cage needs to be placed in the template to enhance the structural strength. Building materials such as templates, reinforcement cages and the like are generally hoisted by using a ground crane; when workers work, the scaffold and the working platform need to be temporarily built by means of the pier stud; in the construction process of the pier stud, the templates need to be repeatedly disassembled and assembled. In the existing construction mode, the dismounting and mounting of the template also depend on the crane for dismounting and mounting. This kind of construction method, because construction equipment function singleness just uses relatively independent, consequently will launch multiple equipment and just can accomplish whole construction operation, it is more not only to occupy the construction site like this, dismouting work is numerous moreover, can influence the construction progress to a certain extent, there is the safety risk easily in the dismouting in-process that relapses moreover, consequently, need design a high, the high construction platform of intelligent degree of integrated level to do benefit to the site operation of pier isotructure, improve the efficiency of construction.

[ summary of the invention ]

The invention aims to solve the problems and provides an integrated integral multifunctional construction platform for a pier and a high-rise structure.

In order to solve the problems, the invention provides an integrated integral multifunctional construction platform for a pier and high-rise structure, which is characterized by comprising a first upright post and a second upright post which are arranged at intervals, a climbing device, a lifting mechanism, an operation platform, a hydraulic template device and a cantilever rotary crane, wherein the climbing device is respectively arranged on the first upright post and the second upright post and can climb along the first upright post and the second upright post; the lifting mechanism is connected with the climbing device and can be driven by the climbing device to lift along the directions of the first upright post and the second upright post; the working platform is arranged between the first upright post and the second upright post, and two ends of the working platform can be connected with the lifting mechanism and can lift along with the lifting mechanism; the hydraulic template device is arranged on the operation platform and is used for realizing die assembly and die disassembly through hydraulic drive; the cantilever rotary crane is arranged on the operation platform and used for completing the hoisting of the hydraulic template device and hoisting a reinforcement cage into the hydraulic template device.

Furthermore, the bottom of the operation platform is provided with a plurality of supporting and fixing parts, the supporting and fixing parts are provided with jacks, and the jacks are used for fastening the operation platform at positions, in which through holes are pre-buried, on the pier stud through fastening pieces.

Furthermore, a self-elevating type vertical pole crane is arranged on the lifting mechanism.

Furthermore, an automatic spraying and steam curing device is arranged on the operation platform and is used for spraying and steam curing the concrete.

Furthermore, a gravity sensor for detecting the stress condition of the operation platform in real time is arranged at the bottom of the operation platform.

Furthermore, the hydraulic template device comprises a template upright post frame, a template, a horizontal hydraulic support, an oblique hydraulic support and a hydraulic control system, wherein the template upright post frame is arranged on the operation platform; the template is positioned in the template upright post frame; the horizontal hydraulic support is horizontally arranged, one end of the horizontal hydraulic support is connected with the template upright post frame, and the other end of the horizontal hydraulic support is connected with the template; the inclined hydraulic support and the horizontal hydraulic support are inclined at an angle, one end of the inclined hydraulic support is connected with the template upright post frame, and the other end of the inclined hydraulic support is connected with the template; the hydraulic control system is connected with the horizontal hydraulic support and the oblique hydraulic support and used for controlling the horizontal hydraulic support and the oblique hydraulic support to automatically stretch out and draw back.

Further, the templates comprise a first template and a second template which can be combined into a cylinder shape; the template upright post frame comprises a first upright post frame and a second upright post frame which are arranged at intervals; the horizontal hydraulic support comprises a first horizontal hydraulic support and a second horizontal hydraulic support, the first horizontal hydraulic support is connected between the first template and the first upright frame, and the second horizontal hydraulic support is connected between the second template and the second upright frame; slant hydraulic pressure props including first slant hydraulic pressure prop and second slant hydraulic pressure props, first slant hydraulic pressure prop connect in between first template and the first stand frame, second slant hydraulic pressure prop connect in between second template and the second stand frame.

Further, the hydraulic template device comprises a first laser emitter, a second laser emitter, a first laser receiver and a processor, wherein the first laser emitter and the second laser emitter are respectively and fixedly arranged on the template upright post frame and are positioned at different heights; the first laser receiver and the second laser receiver are respectively and fixedly arranged on the template, and the first laser receiver can receive a laser signal of the first laser transmitter; the second laser receiver can receive the laser signal of the second laser transmitter; the processor is respectively connected with the first laser receiver, the second laser receiver and the hydraulic control system, and can calculate the inclination of the template and correct the stretching amount of the horizontal hydraulic support and the oblique hydraulic support which are required to be controlled by the template according to the time for receiving laser signals by the first laser receiver and the second laser receiver.

Furthermore, a lighting device is arranged on the working platform.

Furthermore, a lightning protection grounding device is arranged on the operation platform.

The present invention advantageously contributes to effectively solving the above-mentioned problems. The integrated integral multifunctional construction platform for the pier and the high-rise structure comprises the upright post, the climbing device, the lifting mechanism, the operation platform, the hydraulic template device, the cantilever rotary crane and the self-elevating vertical pole crane, has high integration level, can be automatically lifted, automatically hoisted, automatically detected and corrected, automatically matched and disassembled, can perform concrete maintenance and the like, has high integration level and high intelligent degree, is suitable for the construction of piers of expressways, highways, high-speed railways and urban and rural concrete high-rise independent long and thin buildings, and can improve the construction efficiency. The integrated integral multifunctional construction platform for the bridge pier and the high-rise structure has the characteristics of practical functions and easiness in use, and has strong practicability.

[ description of the drawings ]

Fig. 1 is a front view of the present invention.

Fig. 2 is a top view of fig. 1.

Fig. 3 is a side view of fig. 1.

Fig. 4 is a schematic block diagram of automatic template calibration.

The attached drawings indicate the following: the lifting device comprises an upright post 10, a first upright post 11, a second upright post 12, a climbing device 20, a lifting mechanism 30, a working platform 40, a connecting lug 41, a support fixing part 42, a jack 43, a protective guard 44, a walking area 45, a construction area 46, a hydraulic template device 50, a template upright post frame 51, a first upright post frame 511, a second upright post frame 512, a template 52, a first template 521, a second template 522, a horizontal hydraulic support 53, a first horizontal hydraulic support 531, a first upper horizontal hydraulic support 5311, a first lower horizontal hydraulic support 5312, a second horizontal hydraulic support 532, a second upper horizontal hydraulic support 5321, a second lower horizontal hydraulic support 5322, an oblique hydraulic support 54, a first oblique hydraulic support 541, a second oblique hydraulic support 542, a hydraulic control system 55, an automatic template calibration device 56, a first laser emitter 561, a second laser emitter 562, a first laser receiver 563, a second laser receiver 564, a processor 565, Cantilever rotary crane 60, self-elevating vertical pole crane 70 and pier stud 80.

[ detailed description ] embodiments

The following examples are further illustrative and supplementary to the present invention and do not limit the present invention in any way.

As shown in fig. 1 to 3, the integrated multi-functional construction platform for a pier and high-rise structure according to the present invention includes a column 10, a climbing device 20, a lifting mechanism 30, a working platform 40, a hydraulic formwork device 50, a cantilever turning crane 60, and a self-elevating type vertical rod crane 70.

As shown in fig. 1 to 3, the upright 10 includes a first upright 11 and a second upright 12. The first upright post 11 and the second upright post 12 are arranged at intervals and are arranged on two sides of a position to be constructed during application. The column 10 may be referred to as a known steel frame structure.

As shown in fig. 1 to 3, the climbing device 20 is disposed on the first upright 11 and the second upright 12, and can climb along the first upright 11 and the second upright 12. In this embodiment, the climbing device 20 is a known self-elevating rack-and-pinion climbing structure, which has the same traveling speed as that of a construction elevator at ordinary times, can automatically detect a stressed state, and can be effectively attached to the pier 80 during ascending, thereby ensuring the safety of the lifting mechanism 30. The climbing device 20 is symmetrically arranged on the first upright post 11 and the second upright post 12, so that the balance of the structure can be ensured. For the installation of the climbing device 20, reference is made to the known art.

As shown in fig. 1 to 3, the lifting mechanism 30 is connected to the climbing device 20. The lifting mechanism 30 can be driven by the climbing device 20 to lift along the direction of the first upright post 11 and the second upright post 12. In this embodiment, the lifting mechanisms 30 are symmetrically disposed on the first column 11 and the second column 12. The lifting mechanism 30 is provided with a manned cargo platform, and an operator can ascend to the high altitude and perform installation operation with riding the lifting mechanism 30.

As shown in fig. 1 to 3, a self-elevating type vertical rod crane 70 is provided on the elevating mechanism 30 to facilitate the work of installing and removing the track of the climbing apparatus 20. The self-elevating vertical pole crane 70 may refer to a known structure.

The work platform 40 is the main work area where concrete is poured. As shown in fig. 1 to 3, the work platform 40 is transversely disposed between the first upright 11 and the second upright 12. The two ends of the work platform 40 may be connected to the lifting mechanism 30, so as to be lifted and lowered along with the lifting mechanism 30. The connection between the operation platform 40 and the lifting mechanism 30 is detachable. When the working height needs to be changed by lifting, the two ends of the working platform 40 are connected with the lifting mechanism 30, and when the lifting mechanism 30 is driven by the climbing device 20 to lift, the working platform 40 is driven to lift synchronously. When work needs to be performed on the work platform 40, the connection between the lifting mechanism 30 and the work platform 40 is removed. In this embodiment, the two ends of the work platform 40 are provided with connecting lugs 41 for detachably connecting with the lifting mechanism 30 through a connecting member such as an iron chain.

As shown in fig. 1 to 3, a plurality of support fixing portions 42 are provided at the bottom of the work platform 40, and the support fixing portions 42 are provided with insertion holes 43 for attaching fasteners to fasten the work platform 40 to the pier 80. When the work platform 40 is lifted to a desired position, the work platform 40 can be fastened to the pier 80 at a position where the through hole is pre-buried by installing the fastener into the insertion hole 43, so that the load of the work platform 40 can be transmitted to the pier 80.

As shown in fig. 1, a guard rail 44 is disposed on the work platform 40, which can ensure the safety of the worker.

As shown in fig. 2, the work platform 40 is provided with a walking area 45 and a construction area 46. The walking area 45 is used for the operation of the operator. In this embodiment, the walking area 45 is in a shape of a Chinese character 'kou'. The construction zone 46 is used to hoist forms 52, reinforcement cages, concrete, and the like. The construction zone 46 is located inside the walking zone 45, and is a hollow-out area. In other words, the four sides of the work platform 40 are walking areas 45, and the interior thereof is hollow to form construction areas 46 for the construction of piers and high-rise structures.

In some embodiments, automatic spray and steam curing devices (not shown) may be provided on the work platform 40, which may be used to spray and steam cure the concrete.

In some embodiments, a gravity sensor (not shown) may be disposed at the bottom of the work platform 40, which may monitor the stress condition of the work platform 40 in real time to ensure the safety of the work platform 40.

As shown in fig. 1 and 2, the hydraulic template device 50 is disposed on the work platform 40, and is used for implementing mold closing, mold removing and mold calibration through hydraulic driving, so as to ensure the levelness and verticality of the installation of the template 52.

As shown in fig. 1, 2 and 4, the hydraulic template device 50 includes a template column frame 51, a template 52, a horizontal hydraulic support 53, an oblique hydraulic support 54, a hydraulic control system 55 and an automatic template calibration device 56.

As shown in fig. 1 and 2, the formwork upright frame 51 is used for supporting the installation of a hydraulic formwork 52 and assisting the installation of a reinforcement cage. The number of the formwork upright frames 51 is related to the construction number of the pier studs 80. When an independent pier needs to be poured, one template upright post frame 51 is arranged. When two structures such as piers need to be poured, the number of the template column frames 51 is two. The formwork upright frame 51 comprises a first upright frame 511 and a second upright frame 512 which are arranged at intervals. First stand frame 511, second stand frame 512 vertically set up in on the work platform 40, wherein, first stand frame 511 set up in the walking district 45 of work platform 40, second stand frame 512 set up in the construction district 46 of work platform 40, the fretwork district promptly. Two ends of the bottom of the second upright frame 512 are fixedly connected with the walking area 45 of the working platform 40 respectively.

As shown in fig. 1 and 2, the die plate 52 includes a first die plate 521 and a second die plate 522 which can be combined into a cylindrical shape. The shape of the template 52 is related to the shape of the pier 80 to be poured; when the cylindrical pier stud 80 needs to be poured, the template 52 is cylindrical. When square columns need to be poured, the template 52 is in a rectangular cylinder shape. In this embodiment, the first die plate 521 and the second die plate 522 are identical in shape, and both are semicircular die plates 52, which are combined into a cylindrical shape. The template 52 is disposed within the template upright frame 51. The number of the templates 52 is related to the number of the template post frames 51. In this embodiment, two forms 52 are provided.

As shown in fig. 1 and 2, the horizontal hydraulic support 53 is horizontally disposed, connected to the hydraulic control system 55, and can extend and contract under the control of the hydraulic control system 55. The horizontal hydraulic support 53 is connected between the template 52 and the template upright frame 51. Specifically, the horizontal hydraulic support 53 includes a first horizontal hydraulic support 531 and a second horizontal hydraulic support 532. The first horizontal hydraulic support 531 is connected between the first formwork 521 and the first formwork upright frame 51. The second horizontal hydraulic brace 532 is connected between the second form 522 and the second form upright frame 51.

As shown in fig. 1 and 2, in order to automatically correct the levelness and verticality of the formwork 52, the first horizontal hydraulic support 531 includes a first upper horizontal hydraulic support 5311 and a first lower horizontal hydraulic support 5312 which are different in height from each other. The second horizontal hydraulic support 532 comprises a second upper horizontal hydraulic support 5321 and a second lower horizontal hydraulic support 5322 which are different in height from each other. In this embodiment, the first upper horizontal hydraulic support 5311 and the second upper horizontal hydraulic support 5321 are located at the same height; the first lower horizontal hydraulic support 5312 and the second lower horizontal hydraulic support 5322 are located at the same height.

As shown in fig. 1 and 2, the inclined hydraulic support 54 and the horizontal hydraulic support 53 are inclined at an angle, and the inclined hydraulic support 54 is connected to the hydraulic control system 55 and can be extended and retracted under the control of the hydraulic control system 55. One end of the inclined hydraulic support 54 is connected with the formwork upright frame 51, and the other end is connected with the formwork 52. Specifically, the diagonal hydraulic brace 54 includes a first diagonal hydraulic brace 541 and a second diagonal hydraulic brace 542. The first inclined hydraulic support 541 is connected between the first formwork 521 and the first formwork upright frame 51. The second horizontal hydraulic brace 532 is connected between the second form 522 and the second form upright frame 51.

In order to stably support the first mold plate 521 and the second mold plate 522, in this embodiment, a plurality of first oblique hydraulic struts 541 and a plurality of second oblique hydraulic struts 542 are provided, and are symmetrically disposed: the upper part and the lower part are symmetrical, and the left part and the right part are symmetrical.

As shown in fig. 4, the hydraulic control system 55 is used for automatically controlling the horizontal hydraulic support 53 and the diagonal hydraulic support 54 to extend and retract so as to achieve mold closing or mold opening. The hydraulic control system 55 is connected with the horizontal hydraulic support 53 and the oblique hydraulic support 54.

As shown in fig. 4, the automatic mold calibration device 56 is used for automatically calibrating the levelness and verticality of the installation of the template 52, so as to ensure the accuracy of the installation of the template 52. The automatic die-correcting device 56 is connected with the hydraulic control system 55, the automatic die-correcting device 56 provides feedback for the hydraulic control system 55, and the hydraulic control system 55 automatically controls the stretching amount of the horizontal hydraulic support 53 and the oblique hydraulic support 54 according to the feedback, so that the verticality and the levelness of the installation of the template 52 are ensured.

As shown in fig. 4, the automatic mold calibration device 56 includes a first laser transmitter 561, a second laser transmitter 562, a first laser receiver 563, a second laser receiver 564, and a processor 565.

The first laser emitter 561 and the second laser emitter 562 are respectively disposed on the template upright frame 51 and located at different heights. In this embodiment, a first laser emitter 561 is disposed on the top of the first template column frame 51 and the second template column frame 51, respectively, and a second laser emitter 562 is disposed on the bottom of the first template column frame 51 and the second template column frame 51, respectively.

The first laser receiver 563 and the second laser receiver 564 are respectively fixed on the template 52, wherein the first laser receiver 563 can receive a laser signal of the first laser emitter 561; a second laser receiver 564 may receive the laser signal of the second laser transmitter 562. The first laser receivers 563 correspond to the number of the first laser transmitters 561, and the second laser receivers 564 correspond to the number of the second laser transmitters 562.

For the cylindrical template 52 in this embodiment, the first laser emitter 561 and the first laser receiver 563 are distributed on the same diameter line, and the second laser emitter 562 and the second laser receiver 564 are distributed on the same diameter line and parallel to the diameter line where the first laser emitter 561 and the first laser receiver 563 are located. When the template 52 is mounted in the correct position, the plurality of first laser receivers 563 are co-linear with the first laser transmitter 561, the plurality of second laser transmitters 562 are co-linear with the second laser receiver 564, and the distance between the first laser receivers 563 and the first laser transmitter 561 is equal, the distance between the second laser receivers 564 and the second laser transmitter 562 is equal, and the distance between the first laser receivers 563 and the first laser transmitter 561, and the distance between the second laser receivers 564 and the second laser transmitter 562 are equal. Therefore, when the mold platen 52 is mounted in place during mold clamping, the times at which the laser light is received by the laser receivers are identical, and when an error occurs in the time at which the laser light is received, the template 52 is skewed and needs to be corrected.

The receiving ranges of the first laser receiver 563 and the second laser receiver 564 are related to the inclination existing in the installation of the template 52, when the template 52 is normally installed and is inclined, the first laser receiver 563 and the second laser receiver 564 can still receive the laser signals, and at this time, the laser path distance between the first laser receiver 563 and the first laser emitter 561 and the laser path distance between the second laser receiver 564 and the second laser emitter 562 are changed, so that the time for receiving the laser signals is changed; the inclination angle of the stencil plate 52 can be calculated by the time value of the laser received by the plurality of laser receivers, so that the amount of expansion and contraction of the hydraulic support during the calibration of the stencil can be further obtained.

As shown in fig. 4, the first laser receiver 563 and the second laser receiver 564 are respectively connected to the processor 565, and the processor 565 is connected to the hydraulic control system 55. After the first laser receiver 563 and the second laser receiver 564 receive the laser signals, the signals are transmitted to the processor 565, and the processor 565 may determine whether the template 52 is installed in place according to whether the times when the first laser receiver 563 and the second laser receiver 564 receive the laser signals are consistent. When the template 52 is mounted in place, the time for receiving the laser signals by the laser receivers is consistent; when the time is inconsistent, it indicates that there is a tilt in the template 52, and at this time, according to the time difference and the distance parameter between the devices of the automatic template calibration device 56, the processor 565 may calculate the tilt degree of the template 52, so that the stretching amount of the horizontal hydraulic support 53 and the oblique hydraulic support 54 may be controlled by the hydraulic control system 55 to automatically adjust the angle of the template 52, so as to correct the levelness and verticality of the installation of the template 52.

The cantilever slewing crane 60 is arranged on the working platform 40 and used for completing the hoisting of the hydraulic template device 50 and hoisting a reinforcement cage into the hydraulic template device 50. The boom slewing crane 60 may be of a known structure and is disposed in the traveling region 45 of the work platform 40.

In some embodiments, lighting and lightning grounding devices (not shown) may be provided on the work platform 40 to facilitate nighttime construction and heavy rain.

In some embodiments, quality inspection, painting, repair and operation platforms may be provided on the work platform 40. In other words, work and equipment can be carried on the work platform 40 as needed.

Therefore, the integrated integral multifunctional construction platform for the bridge pier and the high-rise structure is formed and is suitable for bridge piers or high-rise buildings. The use method of the integrated integral multifunctional construction platform for the bridge pier and the high-rise structure comprises the following steps:

climbing is carried out by the climbing device 20, so that the lifting mechanism 30 is lifted to a required height; in the lifting process of the lifting mechanism 30, the operation platform 40 is connected with the lifting mechanism 30, so that the operation platform 40 rises to a required height along with the lifting mechanism 30; after reaching the installation height, the operation platform 40 is fastened to the position of the pre-embedded through hole on the pier stud 80, the load is transferred to the pier stud 80, then the connection between the lifting mechanism 30 and the operation platform 40 is disassembled, and the lifting mechanism 30 can be lifted according to the requirement to carry people and objects; after the work platform 40 is fastened to the pier stud 80, work can be performed on the work platform 40; during operation, the cantilever rotating crane 60 hoists the reinforcement cage, the reinforcement cage is placed in the template 52 of the hydraulic template device 50, and then the hydraulic template device 50 carries out die assembly and die calibration so that the template 52 can be correctly enclosed outside the reinforcement cage; then, the cantilever is used for rotating and hanging the concrete into the template 52 for pouring; after the concrete is cured, the hydraulic template device 50 is subjected to template removal, so that the template 52 is separated from the poured concrete pier 80; subsequently, the climbing device 20 is used again to climb for the next construction operation.

While the invention has been described with reference to the above embodiments, the scope of the invention is not limited thereto, and the above components may be replaced with similar or equivalent elements known to those skilled in the art without departing from the spirit of the invention.

Claims

1. The utility model provides a pier, whole multi-functional construction platform of integrated form for high-rise structure which characterized in that, it includes:

the first upright column (11) and the second upright column (12) are arranged at intervals;

the climbing device (20) is respectively arranged on the first upright post (11) and the second upright post (12) and can climb along the first upright post (11) and the second upright post (12);

the lifting mechanism (30) is connected with the climbing device (20), the lifting mechanism (30) is provided with a manned cargo platform, and the lifting mechanism (30) can be driven by the climbing device (20) to lift along the directions of the first upright post (11) and the second upright post (12);

the operation platform (40) is arranged between the first upright post (11) and the second upright post (12), and two ends of the operation platform (40) can be connected with the lifting mechanism (30) and can lift along with the lifting mechanism (30);

the hydraulic template device (50) is arranged on the working platform (40) and is used for realizing die assembly and die disassembly through hydraulic drive;

and the cantilever rotary crane (60) is arranged on the operation platform (40) and is used for completing the hoisting of the hydraulic template device (50) and hoisting a reinforcement cage into the hydraulic template device (50).

2. The integrated multifunctional construction platform for bridge piers and high-rise structures as claimed in claim 1, wherein a plurality of support fixing parts (42) are provided at the bottom of the working platform (40), and insertion holes (43) are provided on the support fixing parts (42), the insertion holes (43) being used for fastening the working platform (40) at positions where through holes are pre-buried on piers (80) by fasteners.

3. The integrated multi-functional construction platform for pier and high-rise structures according to claim 1, wherein a self-elevating type vertical pole crane (70) is provided on the elevating means (30).

4. The integrated multi-functional construction platform for pier and high-rise structures according to claim 1, wherein an automatic spray and steam curing device for spraying and steam curing concrete is provided on the working platform (40).

5. The integrated multifunctional construction platform for the bridge pier and high-rise structure as claimed in claim 1, wherein a gravity sensor for real-time detection of the stress condition of the working platform (40) is provided at the bottom of the working platform (40).

6. The integrated multi-functional construction platform for pier and high-rise structures according to claim 1, wherein the hydraulic formwork device (50) comprises:

a formwork column frame (51) provided on the work platform (40);

a formwork (52) located within the formwork upright frame (51);

the horizontal hydraulic support (53) is horizontally arranged, one end of the horizontal hydraulic support is connected with the template upright post frame (51), and the other end of the horizontal hydraulic support is connected with the template (52);

the inclined hydraulic support (54) and the horizontal hydraulic support (53) are inclined at an angle, one end of the inclined hydraulic support (54) is connected with the template upright post frame (51), and the other end of the inclined hydraulic support is connected with the template (52);

and the hydraulic control system (55) is connected with the horizontal hydraulic support (53) and the oblique hydraulic support (54) and is used for controlling the horizontal hydraulic support (53) and the oblique hydraulic support (54) to automatically extend and retract.

7. The integrated multifunctional construction platform for bridge piers and high-rise structures of claim 6, wherein,

the template (52) comprises a first template (521) and a second template (522) which can be combined into a cylinder shape;

the template upright frame (51) comprises a first upright frame (511) and a second upright frame (512) which are arranged at intervals;

the horizontal hydraulic support (53) comprises a first horizontal hydraulic support (531) and a second horizontal hydraulic support (532), the first horizontal hydraulic support (531) is connected between the first template (521) and the first upright frame (511), and the second horizontal hydraulic support (532) is connected between the second template (522) and the second upright frame (512);

the inclined hydraulic support (54) comprises a first inclined hydraulic support (541) and a second inclined hydraulic support (542), the first inclined hydraulic support (541) is connected between the first template (521) and the first upright frame (511), and the second inclined hydraulic support (542) is connected between the second template (522) and the second upright frame (512).

8. The integrated multi-functional construction platform for pier and high-rise structures according to claim 6, wherein the hydraulic formwork device (50) comprises:

the first laser transmitter (561) and the second laser transmitter (562) are respectively fixedly arranged on the template upright post frame (51) and are positioned at different heights;

a first laser receiver (563) and a second laser receiver (564) which are respectively fixed on the template (52), wherein the first laser receiver (563) can receive a laser signal of the first laser transmitter (561); the second laser receiver (564) may receive a laser signal of the second laser transmitter (562);

and the processor (565) is respectively connected with the first laser receiver (563), the second laser receiver (564) and the hydraulic control system (55), and can calculate the inclination of the template (52) and correct the expansion and contraction amount of the horizontal hydraulic support (53) and the oblique hydraulic support (54) which are required to be controlled by the template (52) according to the time when the first laser receiver (563) and the second laser receiver (564) receive laser signals.

9. The integrated multi-functional construction platform for pier and high-rise structures according to claim 1, wherein an illumination device is provided on the working platform (40).

10. The integrated multi-functional construction platform for pier and high-rise structures according to claim 1, wherein a lightning grounding means is provided on the working platform (40).