CN114659492A - Monitoring platform and monitoring method for tunneling - Google Patents
Monitoring platform and monitoring method for tunneling Download PDFInfo
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Abstract
The invention relates to a monitoring platform and a monitoring method for tunneling, wherein the monitoring platform for tunneling comprises: the data processing unit is characterized in that at least one construction section of the shield machine dynamic model is corrected in real time and the real-time correction degree is determined based on laser point cloud data, and a second sensitivity parameter, a second controllability parameter and a settlement monitoring range threshold value corresponding to the construction section in the historical model data set are determined in a mode of substituting the construction section information into the historical model data set for matching calculation, so that settlement monitoring of a construction process is achieved through the stability judgment and the settlement monitoring range threshold value. Based on the monitoring platform, a monitoring method for tunneling is provided.
Description
Description of the cases
The original basis of the divisional application is a patent application with the application number of 201910845657.0, the application date of 09 and 06 in 2019 and the name of 'a settlement monitoring system based on laser three-dimensional modeling'.
Technical Field
The invention relates to the technical field of shield construction risk monitoring, in particular to a monitoring platform and a monitoring method for tunnel excavation.
Background
The shield machine, named as shield tunnel boring machine, is a special engineering machine for tunnel boring, and has the functions of integrating light, mechanical, electric, hydraulic, sensing and information technologies, excavating and cutting soil, conveying soil slag, assembling tunnel lining, measuring, guiding, correcting deviation, etc. it relates to multiple subject technologies of geology, building, machinery, mechanics, hydraulic pressure, electricity, control, measurement, etc. and has very high reliability requirement. The shield tunneling machine is widely used for tunnel engineering of subway, railway, highway, municipal administration, hydropower and the like.
A shield machine is a tunnel boring machine using a shield method. The shield construction method is different from the open construction method in that a shield (referred to as a supporting segment) of a tunnel is constructed or laid while a heading machine is heading. Internationally, generalized shield machines can also be used in rock formations, as distinguished only from open (non-shield) tunnel boring machines. In China, the tunnel boring machine used for the soft soil stratum is conventionally called a shield machine. The construction of the tunnel by the machine of the shield method has the characteristics of high automation degree, manpower saving, high construction speed, one-step tunneling, no influence of weather, controllable ground settlement during excavation, reduction of influence on ground buildings, no influence on ground traffic during underwater excavation and the like, and is more economical and reasonable in construction by the shield machine under the conditions of longer tunnel line and larger buried depth.
The basic working principle of the shield tunneling machine is that a cylindrical steel component is pushed forwards along the axis of the tunnel to excavate soil. The casing of the cylinder assembly, the shield, acts as a temporary support for the excavated, not yet lined tunnel section, bearing the pressure of the surrounding soil layers and sometimes also the groundwater pressure and the water that is trapped outside. The operations of digging, dumping, lining and the like are carried out under the shield of the shield.
When the shield method is used for excavating the tunnel, at least the following steps are carried out:
1. and (4) drilling a vertical well at the place where the shield machine is placed, and then reinforcing by using a concrete wall.
2. The shield machine is mounted to the well bottom and fitted with corresponding jacks.
3. The shield machine at the bottom of the well is driven by the force of the jack to move forward in the horizontal direction to form a tunnel.
4. The excavated side wall of the tunnel is reinforced by a prefabricated concrete lining, and the cast steel lining can be adopted to replace the concrete lining when the ground pressure is high.
Compared with the traditional tunnel tunneling method, the shield tunneling method has the following advantages that:
1. safe excavation and lining, and high excavation speed.
2. The whole process of propelling, unearthing, splicing and lining of the shield can realize automatic operation, and the construction labor intensity is low.
3. Ground traffic and facilities are not influenced, and facilities such as underground pipelines and the like are not influenced.
4. The river course crossing device does not affect shipping when crossing the river course, is not affected by weather conditions such as seasons, wind, rain and the like during construction, and has no noise and disturbance during construction.
5. The construction of long tunnels with large burial depths in soft aquifers often has technical and economic advantages.
Wherein, the formation deformation inevitably occurs in the shield tunneling, and the five stages of the formation deformation are generally divided into the 1 st stage of the deformation: occurs before the shield reaches the fracture surface, mainly characterized by a decrease in the groundwater level resulting in consolidation settlement. Stage 2: before the shield passes through the section, if the shield control soil pressure (mud water pressure) is insufficient or too large, the soil body right in front of the excavation surface deforms elastically and plastically to cause stratum settlement or uplift. Stage 3: when the shield passes through the section, stratum settlement or uplift occurs due to over-excavation, deviation correction, friction between the periphery of the shield and the surrounding soil body and the like. And 4, stage: the shield generates elastic-plastic deformation after passing through the section; if the filling of the gap between the back of the lining and the hole body is not timely, the release of stratum stress is caused, and the elastic-plastic deformation of the soil body causes stratum settlement; if the filling grouting pressure behind the lining is too high, additional soil pressure causes the stratum to swell.
Despite the continuous development of shield tunneling machines, no matter how the shield tunneling construction technology is improved, the ground subsidence caused by the construction cannot be completely eliminated due to the characteristics of the construction technology, the process quality and the surrounding environment and the rock and soil medium. The influence of shield propulsion on the surrounding environment is mainly reflected in the surface subsidence caused by the shield propulsion. When the ground surface subsidence is too large, the normal use and safe operation of the shield tunnel and the ground surface building can be influenced, particularly, the subway is built in the city with dense buildings, roads and underground pipelines, and the ground surface subsidence caused by tunnel construction is more important for people. The reasons for the surface subsidence are mainly as follows:
1. the excavated soil volume of the tunnel is often much larger than the calculated soil volume according to the section of the tunnel due to overbreak or a gap between the shield and the lining, and the like, so that air is generated between the tunnel and the lining. Therefore, gaps in the soft clay can be filled by surrounding soil in time, stratum movement is caused, and construction settlement is generated. The stress of the soil changes as a result, with the consequent formation of: strain-deformation-displacement-ground settlement.
2. Due to the squeezing, the overbreak and the mud jacking action of the shield tail in the shield propelling process, the stratum is disturbed, so that the stratum around the tunnel generates positive and negative excess pore water pressure, and the stratum which is called consolidation settlement is caused. Consolidation settlement can be divided into principal consolidation settlement and such consolidation settlement. The main consolidation settlement is soil layer compaction caused by the dissipation of the water pressure of the super pore; the secondary consolidation settlement is shear deformation settlement caused by soil layer skeleton creeping.
In summary, the too large ground subsidence can cause accidents such as the rupture of buildings and pipelines on the ground, the collapse of the ground, the leakage of pipelines and even the explosion of gas on the one hand, and can cause the shutdown of the shield machine on the other hand, which is very fatal. As the shield machine is stopped, the soil pressure is easy to unbalance, the ground subsides, even the shield machine is buried, the shield machine is wasted, and serious consequences such as subway line change and the like can be caused even if the shield machine is seriously buried. Therefore, how to effectively monitor the ground settlement in real time during the construction of the shield machine is an urgent problem in the technical field of shield construction risk monitoring.
Chinese patent (publication No. CN108230442A) discloses a three-dimensional simulation method for a shield tunnel, which comprises: acquiring tunnel three-dimensional point clouds by adopting a three-dimensional laser scanner, wherein each point comprises target three-dimensional coordinate data (X, Y, Z) and target reflection intensity information I; constructing a three-dimensional structure model with a real size of the tunnel according to the coordinate data of the point cloud data, and enabling the coordinate of any point of the three-dimensional structure model under the UV coordinate system to be (u, v); and (u, v) and (X, Y, Z) coordinate transformation relation of each point on the three-dimensional structure model is calculated. Utilizing the reflection intensity information interpolation of the point cloud data to generate a two-dimensional gray image map of the tunnel segment, wherein each pixel information in the image map comprises corresponding three-dimensional coordinates (X, Y and Z); calculating the coordinates of pixels in the two-dimensional gray-scale image map under a UV coordinate system; and realizing the fusion of the three-dimensional structure model and the gray level image according to the UV coordinates, and finally generating an internal rendering map of the three-dimensional structure model, wherein the rendering map is used for simulating the internal image of the shield tunnel.
Chinese patent (publication No. CN108491620A) discloses a fitting degree test method for predicting the settlement of a subway tunnel through a pile foundation and a roadbed, which comprises the steps of firstly establishing a three-dimensional finite element model of a 100m test section of the subway tunnel, taking 2.5-3.5 times of tunnel hole diameter in the width direction according to the range of the left side and the right side outside the structure, and taking 4.5-5.5 times of tunnel hole diameter below a bottom plate of an interval tunnel structure; setting the surrounding rock as an ideal elastic-plastic material by the three-dimensional finite element model, and complying with the Mohr-Coulomb yield criterion; the three-dimensional finite element model unit types all adopt 8-node hexahedron three-dimensional entity units and 4-node tetrahedron three-dimensional entity units; the shield tunnel segment is simulated by a Shell structural unit built in the ABAQUS; then, fitting degree test for accurate prediction of sedimentation amount is carried out. The method has the advantages that the numerical simulation result is compared with the data monitored in real time during shield tunneling, the model parameters are adjusted in time, and the influence on the accuracy of the simulation result due to the local change of the stratum parameters is avoided.
Chinese patent (publication No. CN103195435B) discloses a method for inducing ground settlement by a shield crossing a dense building area, and discloses a method for inducing ground settlement by controlling stratum loss to control the shield crossing the dense building area, which comprises the following steps: firstly, establishing a conceptual system for inducing ground settlement and 'stratum loss' by a shield penetrating through a building dense area; secondly, establishing a mathematical model of stratum loss, ground settlement and construction parameters by using the monitoring data of the test section; thirdly, inversely calculating a stratum loss target according to the settlement control target of the shield penetrating through the dense building area; and finally, by utilizing the stratum loss target, suggesting a shield to pass through a construction dense area to induce the construction control parameters of ground settlement. The method integrates theoretical analysis, scientific experiments and numerical simulation, has the advantages of strong applicability, wide monitoring and measuring range, good reliability and high precision, and realizes quantitative fine control of ground settlement construction parameters induced by the shield penetrating through a building dense area.
However, the above patents cannot effectively measure the data change of the section accurately in real time, i.e. cannot measure the stratum collapse amount accurately, and cannot realize real-time stratum settlement monitoring by dynamically monitoring the relationship between the stratum deformation and the preset stratum model. Therefore, the invention overcomes the defects of the prior art and provides the settlement monitoring system based on the laser three-dimensional modeling, which can generate a dynamic monitoring model according to the three-dimensional laser technology and carry out comprehensive analysis and judgment based on the dynamic monitoring model and a theoretical building information model.
Disclosure of Invention
In view of the deficiencies of the prior art, the independent claim of the present invention provides a system for monitoring settlement based on laser three-dimensional modeling, the system for monitoring settlement at least comprises a plurality of laser measurement units, a data processing unit and a GIS unit, the data processing unit can be used for acquiring an operation plan of a current shield machine, the GIS unit can be used for acquiring operation environment forecast data corresponding to the operation plan, the laser measurement units can be used for acquiring laser point cloud data at a monitoring position, and the data processing unit is configured to:
acquiring historical training data at least comprising a plurality of different historical real-time subsidence BIM model data and a plurality of different historical theoretical subsidence GIS model data corresponding to the different historical real-time subsidence BIM model data, and forming a historical model data set by classifying the historical training data;
acquiring an operation plan of a current shield machine and operation environment forecast data corresponding to the operation plan, constructing a shield machine dynamic model for analysis and query of a user, and substituting the operation plan and the operation environment forecast data into the historical model data set for matching calculation to obtain a first sensitivity parameter and a first controllability parameter;
respectively executing at least one time of stability judgment on at least one construction section of the shield machine dynamics model based on the first sensitivity parameter and the first controllable degree parameter, and performing preset correction on at least one construction section of the shield machine dynamics model and/or determining at least one monitoring section based on a judgment result;
based on the laser point cloud data collected by the laser measuring units arranged on the at least one monitoring section, at least one construction section of a shield machine dynamic model is corrected in real time and the real-time correction degree is determined, the construction section information is substituted into the historical model data set to perform matching calculation, the second sensitivity parameter, the second controllable degree parameter and the settlement monitoring range threshold value corresponding to the construction section in the historical model data set are determined, and therefore settlement monitoring of the construction process is achieved through stability judgment and the settlement monitoring range threshold value.
According to a preferred embodiment, the data processing unit is further configured to: and when the first sensitivity parameter corresponding to the construction section is determined to exceed the corresponding first preset warning threshold value or the first controllability parameter of the first sensitivity parameter is lower than the corresponding first preset warning threshold value through the first judgment, correcting fault marking information and/or shield construction marking information of at least one construction section, and stopping the stability judgment of the construction section, otherwise, when the first sensitivity parameter corresponding to the construction section is determined not to be larger than the corresponding second preset warning threshold value through the second judgment and/or the first controllability parameter of the second sensitivity parameter is not lower than the corresponding second preset warning threshold value, determining the construction section as a monitoring section, and stopping the stability judgment of the construction section.
Compared with the traditional settlement monitoring system only capable of providing a static settlement BIM model, the user can only observe the stratum settlement data in the construction stage when watching the system, and cannot obtain the real-time settlement data of different sections in different stratum settlement stages. The invention can generate a dynamic monitoring model according to the three-dimensional laser technology and carry out comprehensive analysis and judgment based on the dynamic monitoring model and the theoretical building information model, thereby effectively monitoring the soil layer settlement and avoiding accidents such as ground building and pipeline breakage, ground collapse, pipeline leakage and even gas explosion caused by overlarge ground settlement.
In addition, the settlement monitoring system based on laser three-dimensional modeling provided by the invention at least has the following beneficial technical effects:
1. the settlement monitoring system based on the laser three-dimensional modeling is characterized in that the system is combined with the sensitive characteristic and the controllable characteristic of the construction process, and meanwhile, by means of a plurality of different historical real-time settlement BIM model data and a plurality of different historical theoretical settlement GIS model data corresponding to the different historical settlement BIM model data, the system can predict the construction process of the shield machine and construct a three-dimensional model for analysis and query of a user by using a data mining mode on the premise of meeting the operation plan and the operation environment forecast data of the shield machine; meanwhile, the constructed three-dimensional model is integrated with the real-time operation condition of the shield tunneling machine in real time, and the parameters of the constructed three-dimensional model are continuously corrected, so that the prediction of the position where the sedimentation possibly occurs in the construction process and the accuracy of the setting of the sedimentation monitoring range threshold are realized.
2. The settlement monitoring model can exchange and interoperate the BIM information and the GIS information, so that the spatial relationship between the theoretical settlement GIS model and the real-time settlement BIM model can be inquired. And functions of attribute query statistics, spatial information analysis, settlement information analysis and the like are provided for users.
3. The monitoring platform can perform data transmission with a plurality of terminals through a VPN network, and establishes local area network connection with the data storage unit through the web unit. And the terminal can be a PC end positioned in the shield machine in the shield process, and underground constructors can observe the stratum settlement degree in real time by operating the PC end.
4. The BIM processing unit can obtain corresponding deformation data through comparison of point cloud data in different periods, so that real-time dynamic management and analysis of stratum settlement are realized, and settlement data of different settlement stages of the stratum are recorded in real time.
According to a preferred embodiment, the system for monitoring settlement further comprises a monitoring platform, the data processing unit is mounted on the monitoring platform, the data processing unit at least comprises a BIM processing unit and a point cloud preprocessing unit, wherein: the point cloud preprocessing unit is configured to: the method comprises the steps of carrying out data processing on first laser point cloud data generated by scanning the laser measurement unit through a shield construction tunnel section, and generating second laser point cloud data with model characteristic information through the steps of denoising, classifying, coloring and the like, wherein the BIM processing unit is configured to: and performing triangulation calculation and model reconstruction calculation on the second laser point cloud data to generate the real-time sedimentation BIM model.
According to a preferred embodiment, the settlement monitoring model is configured to associate the real-time settlement BIM model and the theoretical settlement GIS model by different sections, so that the real-time settlement BIM model and the theoretical settlement GIS model are seamlessly docked and integrated without attribute loss, thereby providing the user with functions of attribute query statistics, spatial information analysis, settlement information analysis and the like.
According to a preferred embodiment, the generation of the sedimentation monitoring model is configured to: deriving vertex and attribute information of data based on the real-time sedimentation BIM model, classifying by type or layer, and transmitting the information to a GIS data processing unit to form a model data set,
the model dataset can constitute the settlement monitoring model with the theoretical settlement GIS model, wherein: and exchanging and interoperating BIM information and GIS information based on the settlement monitoring model, so that the spatial relationship between the theoretical settlement GIS model and the real-time settlement BIM model is queried.
According to a preferred embodiment, the GIS unit is capable of performing model rendering on the settlement monitoring model, the model rendering comprising at least the following steps: and deriving data vertex and attribute information of the real-time sedimentation BIM based on the sedimentation monitoring model, carrying out vertex coloring and texture mapping processing, establishing a vertex buffer area and an index buffer area for drawing based on the sedimentation monitoring model, storing graph rendering information, converting the data vertex and attribute information of the real-time sedimentation BIM into a logic storage object which can be directly drawn through a graph drawing interface based on the processed data vertex and attribute information of the real-time sedimentation BIM, and transmitting the drawn vertex buffer area and the index buffer area to the graph drawing interface to complete model rendering.
According to a preferred embodiment, the monitoring platform at least comprises the data processing unit, a web unit, a data storage unit and at least one terminal, the web unit can establish data connection with the data storage unit, the settlement monitoring model can be transmitted through the web unit and stored in the data storage unit, and the terminal can observe the settlement monitoring model in real time by calling the data storage unit.
According to a preferred embodiment, the generation of the first laser point cloud data is at least configured to the steps of: and acquiring a tunnel three-dimensional laser image in the shield construction process based on the laser measurement unit for partition splicing, performing splicing operation by using the measured point cloud data of adjacent sections based on the point cloud preprocessing unit, selecting homonymous feature points, and generating the spliced first laser point cloud data.
According to a preferred embodiment, the vertex shading and texture mapping process comprises at least: generating three-dimensional coordinate information and target reflection intensity information contained in pixel points based on the first laser point cloud data, generating a gray image map based on the three-dimensional coordinate information and the target reflection intensity information, and finishing vertex coloring and texture mapping processing on the settlement monitoring model based on the gray image map.
According to a preferred embodiment, the segments are formed by at least one shield section, a plurality of segments together forming a shield tunnel, wherein: the shield section is defined as the plane on which the circular support surface formed by a plurality of supportive segments is located.
Drawings
FIG. 1 is a simplified block diagram connection of a system for settlement monitoring based on laser three-dimensional modeling in accordance with the present invention; and
FIG. 2 is a simplified block diagram of the monitoring platform of the present invention.
List of reference numerals
1: laser measurement unit 2: the data processing unit 3: GIS unit
4: the monitoring platform 21: the BIM processing unit 23: point cloud preprocessing unit
41: web element 42: data storage unit 43: terminal device
Detailed Description
The present invention will be described in detail with reference to the accompanying fig. 1-2.
BIM: the BIM technology can help to realize the integration of building information, and all kinds of information are always integrated in a three-dimensional model information database from the design, construction and operation of a building to the end of the whole life cycle of the building, and personnel of design teams, construction units, facility operation departments, owners and the like can perform cooperative work based on the BIM, thereby effectively improving the working efficiency, saving resources, reducing the cost and realizing sustainable development. The core of BIM is to provide a complete building engineering information base consistent with the actual situation for a virtual building engineering three-dimensional model by establishing the model and utilizing the digital technology. The information base not only contains geometrical information, professional attributes and state information describing building components, but also contains state information of non-component objects such as space and motion behaviors. By means of the three-dimensional model containing the construction engineering information, the information integration degree of the construction engineering is greatly improved, and therefore a platform for engineering information exchange and sharing is provided for related interest parties of the construction engineering project.
And GIS: the geographic information system, also known as a geoscience information system, is a specific and very important spatial information system, and is a technical system for collecting, storing, managing, operating, analyzing, displaying and describing relevant geographic distribution data in the whole or part of the earth surface layer, including the atmospheric space, under the support of a computer hardware system and a software system.
As shown in fig. 1, the invention discloses a system for monitoring settlement based on laser three-dimensional modeling, which at least comprises a laser measuring unit 1 for laser three-dimensional modeling, a data processing unit 2 and a GIS unit 3 for establishing a theoretical settlement model, wherein the system for monitoring settlement is at least configured to the following steps:
s1: the method comprises the steps of performing section scanning on the shield construction tunnel based on a laser measurement unit 1 to generate first laser point cloud data, performing denoising, classification and coloring processing on the first laser point cloud data based on a point cloud preprocessing unit 23 to generate second laser point cloud data with model characteristic information, performing triangulation calculation and model reconstruction calculation on the second laser point cloud data based on a BIM processing unit 21 to generate a real-time settlement BIM,
preferably, the laser measuring unit 1 may be a three-dimensional laser scanner, capable of determining three-dimensional axis coordinate data and mileage data of the initial point cloud data,
more preferably, the laser measuring unit 1 may be an ILRIS-3D laser scanner;
s2: generating a three-dimensional theoretical settlement GIS model formed by preset tunnel data based on a GIS unit 3;
s3: the vertex and attribute information of the data are derived based on the real-time sedimentation BIM model, and are classified according to types or layers, and the information is transmitted to a GIS data processing unit to form a model data set which can form a sedimentation monitoring model together with a theoretical sedimentation GIS model,
preferably, the settlement monitoring model can exchange and interoperate the BIM information and the GIS information, so that the spatial relationship query between the theoretical settlement GIS model and the real-time settlement BIM model is realized;
s4: the data vertex and attribute information of the real-time sedimentation BIM model are derived based on the sedimentation monitoring model, vertex coloring and texture mapping processing are carried out, a vertex buffer area and an index buffer area which are used for drawing are established based on the sedimentation monitoring model and are used for storing graph rendering information, the data vertex and attribute information of the processed real-time sedimentation BIM model are converted into a logic storage object which can be directly drawn through a graph drawing interface, and the model rendering is completed by transmitting the drawn vertex buffer area and the drawn index buffer area to the graph drawing interface.
According to a preferred embodiment, the data processing unit 2 is mounted on the monitoring platform 4, and the data processing unit 2 at least comprises a BIM processing unit 21 and a point cloud preprocessing unit 23. Preferably, the monitoring platform 4 is further provided with a GIS unit 3.
Preferably, the monitoring platform 4 and the data processing unit 2 may be constituted by a computer, a processor, a microprocessor controller or programmable hardware including memory components that can store or receive software or computer code. Preferably, the above-described method according to the present invention can be implemented in hardware, firmware, or as software or computer code storable in a recording medium such as a CDROM, RAM, a floppy disk, a hard disk, or a magneto-optical disk, or as computer code originally stored in a remote recording medium or a non-transitory machine-readable medium and to be stored in a local recording medium downloaded through a network, so that the method described herein can be stored in such software processing on a recording medium using a general-purpose computer, a dedicated processor, or programmable or dedicated hardware such as an ASIC or FPGA. It will be appreciated that the computer, processor, microprocessor controller or programmable hardware includes memory components such as RAM, ROM, flash memory, etc. that can store or receive software or computer code that, when accessed and executed by the computer, processor or hardware, implements the processing methods described herein. Further, when a general-purpose computer accesses code for implementing the processes shown herein, execution of the code transforms the general-purpose computer into a special-purpose computer for performing the processes shown herein. More preferably, the monitoring platform 4 may be a special computer loaded with a Revit Architecture and a SuperMap GIS, where the SuperMap GIS can provide a convenient BIM importing mechanism and support a mainstream BIM data format, and the method includes: FBX, IFC, DAE.X, OBJ, 3DS, OSGB/OSG, import BIM building information model.
According to a preferred embodiment, as shown in fig. 2, the monitoring platform 4 at least comprises a data processing unit 2, a web unit 41, a data storage unit 42 and at least one terminal 43, the web unit 41 can establish a data connection with the data storage unit 42, the settlement monitoring model can be transmitted through the web unit 41 and stored in the data storage unit 42, and the terminal 43 can observe the settlement monitoring model in real time by calling the data storage unit 42.
Preferably, the monitoring platform 4 can perform data transmission with a plurality of terminals 43 through the VPN network, and establish a local area network connection with the data storage unit 42 through the web unit 41. Preferably, the terminal 43 may be a PC terminal located in a shield tunneling machine during a shield tunneling process, and an underground constructor can observe the stratum settlement degree in real time by operating the PC terminal.
According to a preferred embodiment, the generation of the first laser point cloud data is configured at least as the following steps:
s1: acquiring a tunnel three-dimensional laser image in the shield construction process based on a laser measurement unit 1 to perform partition splicing;
s2: based on the point cloud preprocessing unit 23, the measured point cloud data of the adjacent sections are used for splicing operation, the homonymous feature points are selected, and the spliced first laser point cloud data is generated.
According to a preferred embodiment, the steps of vertex shading and texture mapping process comprise at least:
s1: generating three-dimensional coordinate information and target reflection intensity information contained in pixel points based on the first laser point cloud data;
s2: generating a gray-scale image map based on the three-dimensional coordinate information and the target reflection intensity information;
s3: and finishing vertex coloring and texture mapping processing on the settlement monitoring model based on the gray-scale image map.
According to a preferred embodiment, the settlement monitoring model is configured to associate the real-time settlement BIM model and the theoretical settlement GIS model by different sections, so that seamless docking and attribute lossless integration of the real-time settlement BIM model and the theoretical settlement GIS model are realized, and functions of attribute query statistics, spatial information analysis and settlement information analysis are provided for users.
Preferably, the BIM processing unit 21 can obtain corresponding deformation data through comparison of point cloud data at different time periods, so as to implement real-time dynamic management and analysis of formation settlement, thereby implementing real-time recording of settlement data of different settlement stages of the formation.
Preferably, the segments are formed by at least one shield section, and a plurality of segments together form a shield construction tunnel, wherein: the shield cross-section is defined as the plane of a circular support surface formed by a plurality of supporting pipe pieces.
It should be noted that, according to the implementation requirement, each step described in the present application can be divided into more steps, and two or more steps or partial operations of the steps can be combined into a new step to achieve the purpose of the present invention. Meanwhile, each functional unit described in this application may be split into more functional units, or two or more functional units or a part of functions of a functional unit may be combined into a new functional unit, so as to achieve the purpose of the present invention.
According to a preferred embodiment, the system for monitoring sedimentation based on laser three-dimensional modeling at least comprises a laser measuring unit 1 for laser three-dimensional modeling, a data processing unit 2 and a GIS unit 3 for establishing a theoretical sedimentation model, and is configured to at least the following steps: the method comprises the steps of acquiring a tunnel three-dimensional laser image in the shield construction process based on a laser measuring unit 1, generating laser point cloud data for constructing a real-time sedimentation BIM through a data processing unit 2, automatically constructing the three-dimensional real-time sedimentation BIM after triangular measurement calculation and model reconstruction calculation are carried out based on the laser point cloud data, generating a three-dimensional theoretical sedimentation GIS model formed by preset tunnel data based on a GIS unit 3, and generating a sedimentation monitoring model for analysis and query of a user based on the real-time sedimentation BIM and the theoretical sedimentation GIS model.
Preferably, the laser measuring unit 1 may be disposed on the shield machine.
Preferably, the construction steps for arranging the shield project can be as follows:
s1: before construction, reinforcing an end soil body through layered grouting and/or freezing reinforcement of a ground shaft valve pipe, and installing an originating frame and a receiving frame;
s2: completing the work of an embedded part of the tunnel door in the construction process, and installing a tunnel door sealing device, wherein the sealing device at least comprises rubber curtain cloth, a folding baffle, an anti-turnover plate, a bolt and the like;
s3: in the construction process, when the shield tunneling machine tunnels 1.5m or 2.0 m, the tunneling is stopped, the jack is withdrawn, and meanwhile, the assembling machine is used for assembling supporting segments into a ring. And synchronous grouting operation is carried out in the shield tail clearance outside the assembled duct piece to prevent stratum from over-settling,
preferably, the slag soil can be improved by injecting foam or slurry during tunneling, so that the blade of the shield tunneling machine can be conveniently tunneled,
preferably, the supporting duct pieces can be assembled into a ring through bolts, and an operator can tighten the bolts through a pneumatic wrench and/or a manual wrench;
s4: when the shield tunneling machine stops tunneling and segments are assembled each time, the laser measurement unit 1 arranged on the shield tunneling machine can scan the construction tunnel of the segment and generate first laser point cloud data, the point cloud preprocessing unit 23 is used for denoising, classifying and coloring the first laser point cloud data to generate second laser point cloud data with model characteristic information, the BIM processing unit 21 is used for carrying out triangulation calculation and model reconstruction calculation on the second laser point cloud data to generate a real-time settlement BIM,
preferably, when the assembly of the segments of each section is completed, an operator can measure the change of the settlement of the soil layer corresponding to the tunnels of different sections along with the time by arranging the laser measuring unit 1 in the section;
s5: the data processing unit 2 derives vertex and attribute information of the data based on the real-time sedimentation BIM, classifies the data according to types or layers, and transmits the information to the GIS data processing unit to form a model data set, wherein the model data set and a theoretical sedimentation GIS model can form a sedimentation monitoring model;
s6: an operator can observe the settlement monitoring model in real time through a terminal 43 in a man-machine cabin in the shield tunneling machine, so that the real-time observation of the formation settlement data is realized, and an early warning effect is achieved.
Preferably, when the shield machine cuts the soil body of the excavation surface, the water and soil pressure of the excavation surface can be balanced by controlling parameters such as soil output amount or tunneling machine speed.
According to a preferred embodiment, a system for monitoring sedimentation based on laser three-dimensional modeling comprises at least a plurality of laser measuring units 1. The system for monitoring sedimentation comprises at least a data processing unit 2. The system for monitoring sedimentation includes at least a GIS unit 3. The data processing unit 2 can be used at least to obtain the operation plan of the current shield machine. The GIS unit 3 can be used at least to obtain operating environment forecast data corresponding to the operating plan. The method comprises the steps that operation environment forecast data such as geological information, time change information of tunnel overburden layer average weight, weather information, housing dense region information and urban underground pipeline laying information can be obtained through a plurality of monitoring terminals, intelligent mobile terminals, monitoring platforms and the like, information processing and classification are carried out on the operation environment forecast data, map information and geographic element information are determined, the obtained operation environment forecast data are integrated based on different geographic element information, a real-time map and a real-time data curve are displayed, and a GIS unit is triggered regularly according to preset time to refresh the real-time map and the real-time data curve in real time. Preferably, the laser measuring unit 1 can be used at least for acquiring laser point cloud data at the monitoring location.
According to a preferred embodiment, the data processing unit 2 is configured to obtain historical training data comprising at least a plurality of different historical real-time subsidence BIM model data and a plurality of different historical theoretical subsidence GIS model data corresponding thereto. Preferably, the historical training data includes at least target fault marking information and target shield construction marking information. Preferably, the data processing unit 2 forms a historical model data set by performing a classification process on the historical training data. The classification conditions of the data processing unit 2 for classifying the historical training data may be one or a combination of geological parameters, construction parameters, design parameters, engineering environment information, monitoring data of each monitoring point, monitoring data of surface subsidence, monitoring data of section deformation spatial distribution, segment width, milepost number, area position, shield construction parameters, average weight of soil layers on the tunnel, and tunneling time. The classification condition by which the data processing unit 2 performs the classification process on the historical training data may be a classification process performed based on at least one of a temporal parameter, a spatial parameter, and a type parameter of the historical training data. The method is beneficial to the accuracy of data matching and data calling of the historical training data in the later period and shortens the data processing time by classifying the various historical training data in advance.
According to a preferred embodiment, the data processing unit 2 is configured to obtain an operation plan of the current shield machine and operation environment forecast data corresponding to the operation plan. The data processing unit 2 is configured to construct a shield machine dynamics model based on the acquired operation plan of the current shield machine and the operation environment forecast data corresponding to the operation plan. The data processing unit 2 substitutes the operation plan and the operation environment forecast data into the historical model data set for matching calculation to obtain a first sensitivity parameter and a first controllability parameter. The sensitivity parameter of the shield machine in the construction process refers to the capability of the formed construction tunnel, which cannot avoid the reduction of stability performance when the environmental factor changes in the construction process, the higher the sensitivity parameter of the shield machine in the construction process is, the more unstable the capability of the shield machine for resisting the environmental factor change interference is reflected, the larger the risk of settlement is, and otherwise, the better the capability of the shield machine for resisting the environmental factor change interference is reflected, and the settlement phenomenon is not easy to occur. The sensitivity parameters are related to at least one or more of geological parameters, design parameters, construction environment parameters, region positions, shield construction parameters, average weight of overburden on the tunnel, and tunneling time. The controllability parameter of the construction process of the shield machine refers to the capability of maintaining the stability within a certain environmental factor change degree range after the formed construction tunnel is deformed or settled when the environmental factor change occurs in the construction process, the higher the controllability parameter of the formed construction tunnel is, the better the capability of maintaining the stability within the certain environmental factor change degree range after the formed construction tunnel is deformed or settled is reflected, the sedimentation phenomenon is not easy to occur, and otherwise, the more unstable the capability of maintaining the stability within the certain environmental factor change degree range after the formed construction tunnel is deformed or settled is reflected, and the larger the risk of the sedimentation occurs.
According to a preferred embodiment, the data processing unit 2 is configured to perform at least one stability judgment on at least one construction segment of the shield machine dynamic model based on the first sensitivity parameter and the first controllability parameter, respectively, and perform a preset correction on at least one construction segment of the shield machine dynamic model and/or determine at least one monitoring segment based on a judgment result. By analyzing and processing the operation plan of the current shield machine and the operation environment forecast data corresponding to the operation plan, various environment interference factors in the shield machine construction process are digitalized by the sensitivity parameters and the controllable degree parameters, and the problem that the monitoring section is selected randomly by means of an experienced mode manually in the prior art, and the problem that the excessive unnecessary laser measurement units are set by spending higher cost is often avoided.
According to a preferred embodiment, the method of performing at least one stability determination comprises at least the following steps: and when the first sensitivity parameter corresponding to the construction section is determined to exceed the corresponding first preset warning threshold value through the first judgment or the first controllability parameter of the first sensitivity parameter is lower than the corresponding first preset warning threshold value, correcting the fault marking information and/or the shield construction marking information of at least one construction section, and stopping judging the stability of the construction section. Otherwise, determining that the first sensitivity parameter corresponding to the construction section is not greater than the corresponding first preset warning threshold value or the first controllability parameter is not lower than the corresponding first preset warning threshold value through first judgment, determining that the first sensitivity parameter corresponding to the construction section is not greater than the corresponding second preset warning threshold value and/or the first controllability parameter is not lower than the corresponding second preset warning threshold value through second judgment, determining that the construction section is a monitoring section, and terminating the stability judgment on the construction section. The first sensitivity parameter and the first controllability parameter are respectively preset with a corresponding preset warning threshold range, when the sensitivity parameter of the construction section is in the preset warning threshold range, the risk of deformation or settlement is unstable and deviates to a high risk, or when the controllability parameter of the construction section is in the preset warning threshold range, the risk of deformation or settlement is unstable and deviates to a high risk, the construction section is determined to be a monitoring section, and a laser measuring unit is selected to be arranged in the monitoring section; when the sensitivity parameter of the construction section is too high and the risk of deformation or settlement is high, or when the controllable parameter of the construction section is too low and the risk of deformation or settlement is high, the warning information for binding the construction section is issued; when the sensitivity parameter of the construction section is lower than the preset warning threshold range and the risk stability of deformation or settlement is high, or when the controllability parameter of the construction section is higher than the preset warning threshold range and the risk stability of deformation or settlement is high, a monitoring point does not need to be arranged on the construction section.
It should be noted that the above-mentioned embodiments are exemplary, and that those skilled in the art, having benefit of the present disclosure, may devise various arrangements that are within the scope of the present disclosure and that fall within the scope of the invention. It should be understood by those skilled in the art that the present specification and figures are illustrative only and are not limiting upon the claims. The scope of the invention is defined by the claims and their equivalents.
Claims (10)
1. A monitoring platform for tunnel boring, the monitoring platform (4) comprising:
the data processing unit (2) can be used for acquiring the operation plan of the current shield machine;
it is characterized in that the preparation method is characterized in that,
the data processing unit (2) is used for acquiring historical training data at least comprising a plurality of different historical real-time settlement BIM model data and a plurality of different historical theoretical settlement GIS model data corresponding to the different historical real-time settlement BIM model data, and forming a historical model data set by classifying the historical training data;
acquiring an operation plan of a current shield machine and operation environment forecast data corresponding to the operation plan, constructing a shield machine dynamic model for analysis and query of a user, and substituting the operation plan and the operation environment forecast data into the historical model data set for matching calculation to obtain a first sensitivity parameter and a first controllability parameter;
and respectively executing at least one time of stability judgment on at least one construction section of the shield machine dynamics model based on the first sensitivity parameter and the first controllable degree parameter, and performing preset correction on at least one construction section of the shield machine dynamics model and/or determining at least one monitoring section based on a judgment result.
2. A monitoring platform for tunneling according to claim 1, wherein the data processing unit (2) is mounted on the monitoring platform (4) and comprises at least a BIM processing unit (21) and a point cloud preprocessing unit (23).
3. A monitoring platform for tunneling according to claim 2, characterized in that said point cloud preprocessing unit (23) is configured to:
and carrying out data processing on the first laser point cloud data, and generating second laser point cloud data with model characteristic information through steps of denoising, classifying, coloring and the like.
4. A monitoring platform for tunnelling in accordance with claim 3, wherein the BIM processing unit (21) is configured to:
and performing triangulation calculation and model reconstruction calculation on the second laser point cloud data to generate the real-time sedimentation BIM model.
5. A monitoring platform for tunneling according to claims 1-4, characterized in that said monitoring platform (4) further comprises: a web unit (41), a data storage unit (42) and at least one terminal (43),
the web unit (41) can establish data connection with the data storage unit (42), the settlement monitoring model can be transmitted through the web unit (41) and stored in the data storage unit (42), and the terminal (43) can observe the settlement monitoring model in real time by calling the data storage unit (42).
6. A monitoring method for tunneling is characterized in that when a first sensitivity parameter corresponding to a construction section is determined to exceed a first preset warning threshold value corresponding to the construction section or a first controllable degree parameter of the first sensitivity parameter is lower than the first preset warning threshold value corresponding to the construction section through first judgment by using a monitoring platform for tunneling, fault marking information and/or shield construction marking information of at least one construction section are corrected, and the stability judgment of the construction section is stopped;
otherwise, when the first sensitivity parameter corresponding to the construction section is determined to be not more than the corresponding second preset warning threshold value and/or the first controllability parameter is not less than the corresponding second preset warning threshold value through the second judgment, the construction section is determined to be a monitoring section, and the stability judgment of the construction section is terminated.
7. The monitoring method for tunneling according to claim 6, wherein the real-time sedimentation BIM model is generated by a point cloud preprocessing unit (23) and a BIM processing unit (21) of the data processing unit (2).
8. The monitoring method for tunneling according to claim 7, wherein the settlement monitoring model associates the real-time settlement BIM model and the theoretical settlement GIS model by different sections, so that seamless docking and attribute-lossless integration of the real-time settlement BIM model and the theoretical settlement GIS model are realized, and functions of attribute query statistics, spatial information analysis, settlement information analysis and the like are provided for a user.
9. The monitoring method for tunneling according to claim 8, wherein generation of the settlement monitoring model is configured to:
deriving vertex and attribute information of the data based on the real-time sedimentation BIM, classifying the data according to types or layers, and transmitting the information to a GIS data processing unit to form a model data set,
the model data set can form the settlement monitoring model with the theoretical settlement GIS model, wherein:
and exchanging and interoperating BIM information and GIS information based on the settlement monitoring model, so that the spatial relationship between the theoretical settlement GIS model and the real-time settlement BIM model is queried.
10. The monitoring method for tunneling according to claim 9, wherein the settlement monitoring model can be subjected to model rendering by a GIS unit, the model rendering at least comprising the steps of:
deriving data vertex and attribute information of the real-time sedimentation BIM model based on the sedimentation monitoring model, performing vertex coloring and texture mapping processing,
establishing a vertex buffer and an index buffer for drawing based on the subsidence monitoring model for storing graphics rendering information,
based on the processed data vertex and attribute information of the real-time sedimentation BIM model, converting the data vertex and attribute information into a logic storage object which can be directly drawn through a graphic drawing interface,
model rendering is accomplished by transferring the rendered vertex buffer and index buffer to a graphics rendering interface.
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| CN116431936A (en) * | 2023-06-13 | 2023-07-14 | 陕西交通电子工程科技有限公司 | Road condition information rapid query method based on tunnel road section |
| CN116431936B (en) * | 2023-06-13 | 2023-08-18 | 陕西交通电子工程科技有限公司 | Road condition information rapid query method based on tunnel road section |
| CN116911078A (en) * | 2023-09-13 | 2023-10-20 | 中国建筑第六工程局有限公司 | Large open caisson construction whole process control method and system |
| CN116911078B (en) * | 2023-09-13 | 2023-12-15 | 中国建筑第六工程局有限公司 | Large open caisson construction whole process control method and system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN114894154B (en) | 2024-01-02 |
| CN114659492B (en) | 2024-01-02 |
| CN114894154A (en) | 2022-08-12 |
| CN110617796A (en) | 2019-12-27 |
| CN110617796B (en) | 2022-03-08 |
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