CN112554073A - Intelligent mounting system for assembled bridge - Google Patents
Intelligent mounting system for assembled bridge Download PDFInfo
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- CN112554073A CN112554073A CN202011500729.7A CN202011500729A CN112554073A CN 112554073 A CN112554073 A CN 112554073A CN 202011500729 A CN202011500729 A CN 202011500729A CN 112554073 A CN112554073 A CN 112554073A
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
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Abstract
The invention relates to an intelligent mounting system for an assembly type bridge, which comprises: the system comprises a hoisting site, an intelligent total station, a mobile terminal, a control platform, a communication assembly, a component position tracking assembly and hoisting object adjusting equipment; the intelligent total station, the control platform, the communication assembly, the component position tracking assembly and the hoisting object adjusting equipment are all connected with the mobile terminal; the communication assembly is used for establishing communication among the intelligent total station, the mobile terminal, the control platform, the component position tracking assembly and the hoisting object adjusting equipment; the intelligent total station is used for acquiring the position information of a target hoisting component in a hoisting site through the component position tracking assembly; the mobile terminal is used for controlling the lifting object adjusting device to perform position movement adjustment on the target lifting member through the control platform so as to realize intelligent installation of the bridge and effectively improve the intelligent level and the automatic level of the installation of the assembled bridge.
Description
Technical Field
The invention belongs to the technical field of bridge installation, and particularly relates to an intelligent installation system for an assembled bridge.
Background
The assembly type building is a building which is formed by transferring a large amount of field operation work in the traditional building mode to a factory, processing and manufacturing building components and accessories in the factory, transporting the building components and accessories to a building construction site, and assembling and installing the components and accessories on the site in a reliable connection mode, and particularly has wide application in the field of bridge construction and building, and the installation of the assembly type bridge gradually plays a main role. At present, when pier stud, bent cap and the like are movably installed, manual matching is mostly adopted, certain potential safety hazards exist, the construction cost is high, and the automation level is relatively low.
Therefore, how to improve the intelligence level and the automation level of the assembly type bridge installation system becomes a technical problem which needs to be solved urgently by the technical personnel in the field.
Disclosure of Invention
In order to solve at least the above problems of the prior art, the present invention provides an intelligent mounting system for an assembled bridge, so as to improve the intelligent level and the automatic level of the installation of the assembled bridge.
The technical scheme provided by the invention is as follows:
an assembled bridge smart mounting system comprising: the system comprises a hoisting site, an intelligent total station, a mobile terminal, a control platform, a communication assembly, a component position tracking assembly and hoisting object adjusting equipment;
the communication assembly is used for establishing communication among the intelligent total station, the mobile terminal, the control platform, the component position tracking assembly and the hoisting object adjusting equipment;
the intelligent total station is used for acquiring the position information of a target hoisting component in the hoisting site through the component position tracking assembly;
the mobile terminal is used for controlling the lifting object adjusting equipment to carry out position movement adjustment on the target lifting component through the control platform so as to realize intelligent installation of the bridge.
Optionally, the component position tracking assembly includes a patch and a 360-degree prism;
the 360-degree prism is arranged at the measuring position of the target hoisting member, and the patch is arranged on the side surface of the target hoisting member facing the intelligent total station.
Optionally, the component position tracking assembly further includes: pasting a template;
the patch is arranged at the center of the patch template, and the patch template is arranged on the side surface of the target hoisting member facing the intelligent total station.
Optionally, the above-mentioned hoisted object adjusting device includes: a crane and a plurality of jacks;
the crane is used for carrying out coarse position adjustment on the target hoisting component so as to enable the target hoisting component to move to the notch;
the jacks are used for finely adjusting the position of the target hoisting member positioned in the notch so as to adjust the position and the posture of the target hoisting member to a target state.
Optionally, the jacks are arranged around the notch, and the control platform controls the position and the posture of the target hoisting member by controlling different jacks.
Optionally, the assembly type intelligent bridge installation system further comprises a measuring assembly;
the measuring component is connected with the mobile terminal;
the measuring assembly is used for measuring size information of the target hoisting component, and the mobile terminal adjusts the setting positions of the jacks according to the size information.
Optionally, the mobile terminal includes a data processing module and a coordinate system establishing module;
the coordinate system establishing module is used for establishing a lofting coordinate system of the hoisting site by taking the notch as an original point;
and the data processing module is used for reading the coordinate information of the target hoisting component according to the component position tracking assembly.
Optionally, the data processing module further includes a configuration unit;
the configuration unit is used for writing the coordinate information of the component position tracking assembly and the target hoisting component.
Optionally, the communication component establishes a wireless communication local area network by using a TCPIP protocol;
the intelligent total station, the mobile terminal, the control platform, the component position tracking assembly and the hoisting object adjusting device perform data interaction in the wireless communication local area network.
Optionally, the mobile terminal performs information interaction with the intelligent total station through a GeoCOM command.
The invention has the beneficial effects that:
the invention provides an intelligent mounting system for an assembled bridge, which comprises: the system comprises a hoisting site, an intelligent total station, a mobile terminal, a control platform, a communication assembly, a component position tracking assembly and hoisting object adjusting equipment; the intelligent total station, the control platform, the communication assembly, the component position tracking assembly and the hoisting object adjusting equipment are all connected with the mobile terminal; the communication assembly is used for establishing communication among the intelligent total station, the mobile terminal, the control platform, the component position tracking assembly and the hoisting object adjusting equipment; the intelligent total station is used for acquiring the position information of a target hoisting component in a hoisting site through the component position tracking assembly; the mobile terminal is used for controlling the lifting object adjusting equipment to carry out position movement adjustment on the target lifting component through the control platform, so that intelligent installation on the bridge is achieved, the intelligent total station is controlled through the mobile terminal to acquire position information of the target lifting component, then automatic operation can be achieved by controlling the lifting object adjusting equipment through the control platform, automatic assembly on the bridge is achieved, the potential safety hazard problem is solved, cost is effectively saved, and the intelligent level and the automatic level of installation of the assembly type bridge are improved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic structural diagram of an assembly type intelligent bridge installation system provided by an embodiment of the invention;
FIG. 2 is a schematic structural view of a hoisting site and a notch;
fig. 3 is a schematic structural view of a pier stud;
FIG. 4 is a schematic view of the installation of the jack and slot locations;
FIG. 5 is a schematic view of a patch template;
FIG. 6 is a schematic structural view of a patch arrangement;
FIG. 7 is a schematic diagram of a configuration file structure;
fig. 8 is an automated assembly flow diagram of an assembled bridge smart mounting system.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the technical solutions of the present invention will be described in detail below. It is to be understood that the described embodiments are merely exemplary of the invention, and not restrictive of the full scope of the invention. All other embodiments, which can be derived by a person skilled in the art from the examples given herein without any inventive step, are within the scope of the present invention.
Fig. 1 is a schematic structural diagram of an assembly type intelligent bridge installation system provided by an embodiment of the invention; FIG. 2 is a schematic structural view of a hoisting site and a notch; fig. 3 is a schematic structural view of a pier stud; FIG. 4 is a schematic view of the installation of the jack and slot locations; FIG. 5 is a schematic view of a patch template; FIG. 6 is a schematic structural view of a patch arrangement; FIG. 7 is a schematic diagram of a configuration file structure; fig. 8 is an automated assembly flow diagram of an assembled bridge smart mounting system.
As shown in fig. 1, the present embodiment provides an assembly type intelligent bridge installation system, including: the system comprises a hoisting site, an intelligent total station 2, a mobile terminal 3, a control platform 4, a communication assembly 6, a component position tracking assembly 1 and hoisting object adjusting equipment 5, wherein the communication assembly 6 is used for establishing communication among the intelligent total station 2, the mobile terminal 3, the control platform 4, the component position tracking assembly 1 and the hoisting object adjusting equipment 5; the intelligent total station 2 is used for acquiring the position information of a target hoisting component in a hoisting site through the component position tracking assembly 1; the mobile terminal 3 is used for controlling the hoisting object adjusting equipment 5 to perform position movement adjustment on the target hoisting component through the control platform 4 so as to realize intelligent installation of the bridge.
In a specific implementation process, the component position tracking assembly 1 includes a patch and a 360-degree prism, the 360-degree prism is disposed at a measurement position of the target hoisting component, and the patch is disposed on a side of the target hoisting component facing the intelligent total station 2. The component position tracking assembly 1 further comprises: and the patch template is arranged at the central position of the patch template and is arranged on the side surface of the target hoisting component facing the intelligent total station 2. The hoisting object adjusting apparatus 5 includes: a crane and a plurality of jacks; the crane is used for carrying out coarse position adjustment on the target hoisting component so as to move the target hoisting component to the notch; the jacks are used for finely adjusting the positions of the target hoisting members located in the notches so that the positions and the postures of the target hoisting members are adjusted to be in a target state, the jacks are arranged around the notches, and the control platform 4 controls the positions and the postures of the target hoisting members by controlling different jacks. In order to facilitate the setting of the positions of the jacks, the lifting jack device further comprises a measuring assembly, the measuring assembly is connected with the mobile terminal 3 and used for measuring the size information of the target hoisting component, and the mobile terminal 3 adjusts the setting positions of the jacks according to the size information. The mobile terminal 3 comprises a data processing module and a coordinate system establishing module; the coordinate system establishing module is used for establishing a lofting coordinate system of the hoisting site by taking the notch as an original point; the data processing module is used for reading the coordinate information of the target hoisting component according to the component position tracking assembly 1, and the data processing module further comprises a configuration unit which is used for writing the coordinate information of the component position tracking assembly 1 and the target hoisting component. The communication component 6 adopts TCPIP protocol to establish wireless communication local area network; the intelligent total station 2, the mobile terminal 3, the control platform 4, the component position tracking assembly 1 and the hoisting object adjusting device 5 perform data interaction in a wireless communication local area network, and the mobile terminal 3 performs information interaction with the intelligent total station 2 through a GeoCOM command.
The specific workflow may be as follows: taking a pier column as an example for explanation, establishing a lofting coordinate system in a hoisting field of a target hoisting component; checking the size of the target hoisting member; arranging a 360-degree prism and a patch on a target hoisting member, and filling a configuration file; erecting an intelligent total station 2, laying a wireless local area network, realizing the connection between a mobile terminal 3 and a control platform 4 of the intelligent total station 2, realizing the control of the mobile terminal 3 on the intelligent total station 2 through a GeoCOM command, and freely setting stations in an established lofting coordinate system; tracking a 360-degree prism on a target hoisting component in real time by using an intelligent total station 2, so as to monitor the position of the target hoisting component in real time, assisting a crane driver to move the target hoisting component to be close to a preset position, and completing coarse adjustment; the method comprises the steps of combining an image recognition technology and an automatic aiming function of the intelligent total station 2, photographing and recognizing a marker on a component, automatically aiming and measuring a patch on the marker, calculating the posture and the offset of the component by utilizing thirteen-reference coordinate conversion, calculating and sending the adjustment quantity of a jack, completing fine adjustment, completing installation of a target hoisting component, and further completing intelligent installation of an assembled bridge.
The method comprises the steps of establishing a lofting coordinate system, specifically establishing the lofting coordinate system in a hoisting field, and checking horizontal distance and height difference between the centers of the bottoms of notches of a left bearing platform and a right bearing platform. Along the observation direction of intelligent total powerstation 2, be located the left notch of cushion cap, be located the right notch of cushion cap right side, as shown in fig. 2. And if the horizontal distance is dh and the height difference is dv, the coordinates of the ground center of the left notch under the lofting system are (0,0,0), and the coordinates of the center of the right notch in the lofting system are (dh,0, dv). Erecting the intelligent total station 2, freely setting a station by utilizing the two coordinates, obtaining the setting coordinates and the setting angle of the intelligent total station 2, selecting 5-6 points with better visual conditions in the site as control points, marking with a drawing pin and measuring the coordinates, and completing the establishment of a sample placing coordinate system in the hoisting site.
And the measurement of the size of the target hoisting member specifically comprises checking the length, the width and the height of the pier stud, and the length, the diameter and the center deviation of the tenon of the pier stud. The length, width and height of the pier stud are shown in figure 3. The position of the jack reaction frame is measured, the pier column in place is taken as reference, the position of the jack reaction frame mainly comprises the height difference of the placing position of each jack on the reaction frame from the bottom surface of the pier column and the distance from the center line of each surface, and the schematic diagram is shown in fig. 4. Fig. 4 is a schematic top view of 8 jacks in one layer, wherein 1-8 are the jack placement positions around the periphery of the notch, and d 1-d 8 are the distances from the jacks to the center line of each surface of the pier. The position parameters of the jacks need to be recorded into the configuration file, and the jacks at each layer are recorded according to the sequence 1-8 in figure 4.
Specifically, the patch and the prism are arranged on the pier column to place the patch and the prism. The prism is bound at the top end of the tenon by using an adhesive tape, the distance from the prism to each side of the pier stud is measured, and the placing position of the prism is calculated and recorded, wherein the placing position comprises three parameters of XYZ, which are respectively preset coordinates of the prism under a lofting coordinate system. The patch template was printed using a4 paper, the template being shown in fig. 5. Pasting the paster at the center of the template, then pasting the A4 paper template pasted with the paster on one side of the pier column facing the total station, and recording the position of the center of each paster, wherein the two parameters comprise the distance from the center of the paster to the center line of the pier column surface and the distance from the center of the paster to the bottom surface of the pier column. The patch position is schematically shown in figure 6. Wherein d is the distance between the center of the patch and the central line of the pier column surface, and h is the height between the center of the patch and the bottom surface of the pier column. The patch locations need to be written to the configuration file in the order of 1-4 in figure 6.
Specifically, filling in the configuration file includes entering the measured dimensions of the component and the locations of the patches and prisms into the configuration file. The configuration file structure is shown in fig. 7. In the configuration file, the data to be recorded are the pier stud size, the center coordinate of the bottom surface of the left pier stud, the center coordinate of the bottom surface of the right pier stud, the prism design position, the bent cap design position, the patch design position and the jack design position in sequence.
Specifically, erecting intelligent total station 2 includes erecting the total station in the field, the total station facing the side of the pier stud to which the patch is attached, and having good visibility conditions with at least two control points, and completing connection of mobile terminal 3 with intelligent total station 2 and control platform 4. The mobile terminal 3 can be a PC end, the PC end can be connected with the mobile terminal of a mobile phone and the intelligent total station 2 through a wireless local area network, TCP/IP connection is established between the PC end and the intelligent total station 2 and between the PC end and a mobile phone APP, the PC end is connected with the control platform 4 of the jack through a serial port, and the PC end sends a GeoCom command to the intelligent total station 2 to realize remote control of the intelligent total station 2. Selecting more than two control points to erect a 360-degree prism, wherein the coordinates of the control points under a lofting coordinate system are known, measuring the height of the prism, measuring the slant distance, the height angle and the azimuth angle of each control point by the intelligent total station 2 in cooperation with a PC (personal computer) system, calculating the coordinates and the orientation angle of a measuring station through adjustment, sending the calculation result to the intelligent total station 2, and finishing the free station setting.
Specifically, the pier stud rough adjustment positioning comprises the steps that rough adjustment is to guide a crane to place the pier stud into the notch, after the pier stud rough adjustment positioning, the position and the posture of the pier stud are basically correct, and the surface attached with the patch faces the total station. And continuously tracking the 360-degree prism by utilizing the tracking function of the intelligent total station 2, calculating the current offset between the pier stud and the preset position of the pier stud according to the tracking data, and displaying the offset result at the PC (personal computer) end and transmitting the offset result to the mobile end of the mobile phone. After crane operating personnel and ground command install "bridge hoist and mount assistant" APP in android mobile phone, can cooperate measurement system to carry out the coarse adjustment. The mobile terminal APP calculates the adjustment amount of the crane according to the received offset data of the current pier stud and the preset pier stud position, and assists a crane driver to operate. After the crane driver finishes hoisting, a lowering request is sent to a ground commander through the mobile terminal APP, the lower part is finished after confirmation, and the coarse adjustment stage is finished.
Specifically, fine adjustment of the pier to a proper position includes adjusting the position and attitude of the pier to a proper position with the aid of a jack and a measurement system after coarse adjustment. The measuring system photographs the pier stud, identifies an A4 paper template where the four stickers are located through an image identification technology, calculates the approximate directions of the four stickers through a photogrammetry method, and the total station sequentially measures the coordinates of the four stickers according to the identification result, performs thirteen-parameter coordinate conversion according to the measured coordinate values and the design coordinates of the four stickers, calculates the conversion relation, calculates the adjustment amount of the jack, transmits the adjustment amount to the jack control platform 4, and controls the jack to adjust. And after each adjustment is finished, the measurement system shoots again and calculates the adjustment amount, and if the adjustment amount is smaller than the error, fine adjustment is finished.
Fig. 8 is a flowchart of the operation of the assembly type intelligent bridge installation system.
As shown in fig. 8, the specific process includes establishing a lofting coordinate system, laying connections of a wireless local area network, a total station, the mobile terminal 3, the control platform 4, etc., checking the dimensions of components, placing a patch and a 360-degree prism, and filling a configuration file, which are all preparation works in the previous stage. After the preparation work is finished, the intelligent total station 2 and the mobile terminal 3 are matched, the mobile terminal 3 finishes free station setting, then coarse adjustment is started, the position of a crane is obtained, a tracking command is sent, 360-degree prism tracking is started, the coordinates of the prism are measured, the coordinates of the prism are obtained and sent to an app of the mobile terminal 3, after the mobile terminal 3 receives the coordinates of the prism, a crane adjustment prompt is given to assist crane operators in crane operation, whether deviation is smaller than a threshold value or not is detected, a pier stud is placed in a notch, if the deviation is larger than or equal to the threshold value, the crane adjustment prompt is repeatedly sent, and after the pier stud below, the coarse adjustment is finished. Then fine adjustment is carried out, fine adjustment is started to send a photographing command, photographing is carried out, then the markers are identified through image identification processing, the approximate directions of the four patches are calculated, the coordinates of the four patches are automatically aligned and measured, the current offset and the posture of the target hoisting member are calculated by adopting thirteen-parameter coordinate conversion, the adjustment amount of the jack is obtained, then judging whether the deviation and the adjustment quantity are smaller than a threshold value, if so, finishing fine adjustment, otherwise, sending a control platform 4 of the jack for adjusting the quantity value, the fine tuning step is then repeated until the final deviation and error amount is less than the threshold, as shown in figure 8, specific adjusting processes and circulation flows can be clearly displayed, the jack is controlled, and the position and posture of the target hoisting component are adjusted finally, so that intelligent installation of the fabricated bridge is completed finally.
The above description is only for the specific embodiments of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art can easily conceive of the changes or substitutions within the technical scope of the present invention, and all the changes or substitutions should be covered within the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the appended claims.
It is understood that the same or similar parts in the above embodiments may be mutually referred to, and the same or similar parts in other embodiments may be referred to for the content which is not described in detail in some embodiments.
It should be noted that the terms "first," "second," and the like in the description of the present invention are used for descriptive purposes only and are not to be construed as indicating or implying relative importance. Further, in the description of the present invention, the meaning of "a plurality" means at least two unless otherwise specified.
Any process or method descriptions in flow charts or otherwise described herein may be understood as representing modules, segments, or portions of code which include one or more executable instructions for implementing specific logical functions or steps of the process, and alternate implementations are included within the scope of the preferred embodiment of the present invention in which functions may be executed out of order from that shown or discussed, including substantially concurrently or in reverse order, depending on the functionality involved, as would be understood by those reasonably skilled in the art of the present invention.
It should be understood that portions of the present invention may be implemented in hardware, software, firmware, or a combination thereof. In the above embodiments, the various steps or methods may be implemented in software or firmware stored in memory and executed by a suitable instruction execution system. For example, if implemented in hardware, as in another embodiment, any one or combination of the following techniques, which are known in the art, may be used: a discrete logic circuit having a logic gate circuit for implementing a logic function on a data signal, an application specific integrated circuit having an appropriate combinational logic gate circuit, a Programmable Gate Array (PGA), a Field Programmable Gate Array (FPGA), or the like.
It will be understood by those skilled in the art that all or part of the steps carried by the method for implementing the above embodiments may be implemented by hardware related to instructions of a program, which may be stored in a computer readable storage medium, and when the program is executed, the program includes one or a combination of the steps of the method embodiments.
In addition, functional units in the embodiments of the present invention may be integrated into one processing module, or each unit may exist alone physically, or two or more units are integrated into one module. The integrated module can be realized in a hardware mode, and can also be realized in a software functional module mode. The integrated module, if implemented in the form of a software functional module and sold or used as a stand-alone product, may also be stored in a computer readable storage medium.
The storage medium mentioned above may be a read-only memory, a magnetic or optical disk, etc.
In the description herein, references to the description of the term "one embodiment," "some embodiments," "an example," "a specific example," or "some examples," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
Although embodiments of the present invention have been shown and described above, it is understood that the above embodiments are exemplary and should not be construed as limiting the present invention, and that variations, modifications, substitutions and alterations can be made to the above embodiments by those of ordinary skill in the art within the scope of the present invention.
Claims (10)
1. An assembled bridge intelligence mounting system, comprising: the system comprises a hoisting site, an intelligent total station, a mobile terminal, a control platform, a communication assembly, a component position tracking assembly and hoisting object adjusting equipment;
the communication assembly is used for establishing communication among the intelligent total station, the mobile terminal, the control platform, the component position tracking assembly and the hoisting object adjusting equipment;
the intelligent total station is used for acquiring the position information of a target hoisting component in the hoisting site through the component position tracking assembly;
the mobile terminal is used for controlling the lifting object adjusting equipment to carry out position movement adjustment on the target lifting component through the control platform so as to realize intelligent installation of the bridge.
2. The fabricated bridge smart mounting system of claim 1, wherein the component position tracking assembly comprises a patch and a 360 degree prism;
the 360-degree prism is arranged at the measuring position of the target hoisting member, and the patch is arranged on the side surface of the target hoisting member facing the intelligent total station.
3. The fabricated bridge smart mounting system of claim 2, wherein the component position tracking assembly further comprises: pasting a template;
the patch is arranged at the center of the patch template, and the patch template is arranged on the side surface of the target hoisting member facing the intelligent total station.
4. The intelligent mounting system for assembled bridges of claim 1, wherein the lifting object adjusting device comprises: a crane and a plurality of jacks;
the crane is used for carrying out coarse position adjustment on the target hoisting component so as to enable the target hoisting component to move to the notch;
the jacks are used for finely adjusting the position of the target hoisting member positioned in the notch so as to adjust the position and the posture of the target hoisting member to a target state.
5. The intelligent mounting system for assembled bridges of claim 4, wherein a plurality of jacks are arranged around the notch, and the control platform controls the position and posture of the target hoisting member by controlling different jacks.
6. The fabricated bridge smart mounting system of claim 5, further comprising a measurement assembly;
the measuring component is connected with the mobile terminal;
the measuring assembly is used for measuring size information of the target hoisting component, and the mobile terminal adjusts the setting positions of the jacks according to the size information.
7. The intelligent mounting system for assembled bridges of claim 1, wherein the mobile terminal comprises a data processing module and a coordinate system establishing module;
the coordinate system establishing module is used for establishing a lofting coordinate system of the hoisting site by taking the notch as an original point;
and the data processing module is used for reading the coordinate information of the target hoisting component according to the component position tracking assembly.
8. The smart mounting system for assembled bridges of claim 7 wherein the data processing module further comprises a configuration unit;
the configuration unit is used for writing the coordinate information of the component position tracking assembly and the target hoisting component.
9. The assembly bridge smart mount system of claim 1, wherein the communication component establishes a wireless communication local area network using a TCPIP protocol;
the intelligent total station, the mobile terminal, the control platform, the component position tracking assembly and the hoisting object adjusting device perform data interaction in the wireless communication local area network.
10. The intelligent mounting system for assembled bridges of claim 9, wherein the mobile terminal performs information interaction with the intelligent total station through a GeoCOM command.
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| CN202011500729.7A CN112554073A (en) | 2020-12-18 | 2020-12-18 | Intelligent mounting system for assembled bridge |
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| CN202011500729.7A CN112554073A (en) | 2020-12-18 | 2020-12-18 | Intelligent mounting system for assembled bridge |
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| CN113309014A (en) * | 2021-07-05 | 2021-08-27 | 隆芳芬 | Automatic hanging basket positioning and construction method based on Windows system and total station |
| CN113565011A (en) * | 2021-07-28 | 2021-10-29 | 中建八局第二建设有限公司 | Auxiliary positioning device for installation of large-span prefabricated high-speed rail bridge prefabricated pier column |
| CN114440848A (en) * | 2022-01-19 | 2022-05-06 | 中建安装集团有限公司 | Large-volume capping beam hoisting measurement control method and device suitable for assembly type bridge construction |
| CN114674296A (en) * | 2022-02-21 | 2022-06-28 | 中交二航局结构工程有限公司 | Steel box girder assembly fine adjustment automatic regulation and control system |
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- 2020-12-18 CN CN202011500729.7A patent/CN112554073A/en active Pending
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113309014A (en) * | 2021-07-05 | 2021-08-27 | 隆芳芬 | Automatic hanging basket positioning and construction method based on Windows system and total station |
| CN113565011A (en) * | 2021-07-28 | 2021-10-29 | 中建八局第二建设有限公司 | Auxiliary positioning device for installation of large-span prefabricated high-speed rail bridge prefabricated pier column |
| CN113565011B (en) * | 2021-07-28 | 2022-07-19 | 中建八局第二建设有限公司 | Auxiliary positioning device for installation of large-span prefabricated high-speed rail bridge prefabricated pier column |
| CN114440848A (en) * | 2022-01-19 | 2022-05-06 | 中建安装集团有限公司 | Large-volume capping beam hoisting measurement control method and device suitable for assembly type bridge construction |
| CN114674296A (en) * | 2022-02-21 | 2022-06-28 | 中交二航局结构工程有限公司 | Steel box girder assembly fine adjustment automatic regulation and control system |
| CN114674296B (en) * | 2022-02-21 | 2024-02-20 | 中交二航局结构工程有限公司 | Steel box girder assembling fine-tuning automatic regulating and controlling system |
| CN116201027A (en) * | 2023-03-10 | 2023-06-02 | 安徽省交通建设股份有限公司 | Variable cross-section abnormal-shaped cable tower template positioning deviation correcting device |
| CN116201027B (en) * | 2023-03-10 | 2023-10-27 | 安徽省交通建设股份有限公司 | Variable cross-section abnormal-shaped cable tower template positioning deviation correcting device |
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