CN117195448A - Underground pre-buried pipeline sleeve construction method - Google Patents
Underground pre-buried pipeline sleeve construction method Download PDFInfo
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Abstract
The invention relates to the technical field of underground pipeline construction, in particular to an underground embedded pipeline sleeve construction method, which comprises the following steps: and (3) an integrated modularized design stage: integrating different types of pipelines in the same casing according to a predetermined sequence and position; advanced guiding technology stage is adopted: the accurate positioning and guiding of the pipeline are ensured, and the accurate arrangement is ensured; personalized construction planning stage: combining the on-site topography and geological conditions to carry out personalized construction planning; and a material selection stage: ensuring long-term stable operation of the pipeline; real-time monitoring and adjusting stage: monitoring the construction progress in real time through an intelligent construction control system; stage of self-adaptive underground environment analysis: and the construction parameters are automatically adjusted according to the geological and hydrologic conditions of the underground by adopting a self-adaptive underground environment analysis technology so as to achieve the optimal construction effect. The invention realizes the omnibearing and multidimensional accurate control and optimization of the construction of the embedded sleeve of the underground pipeline, and is beneficial to improving the construction efficiency and quality.
Description
Technical Field
The invention relates to the technical field of underground pipeline construction, in particular to a method for constructing an underground embedded pipeline sleeve.
Background
Underground pipelines are an important component of modern urban infrastructure, including water supply lines, regeneration water lines, heating power lines, natural gas lines, communication lines, and the like. The traditional underground pipeline embedded sleeve construction method generally depends on manual operation and low-level automatic equipment, and the problems of low construction progress, low positioning accuracy, low resource utilization, high safety risk and the like are easy to occur.
Along with the development of technology, attempts are made to introduce advanced guiding technologies, integrated modular design, personalized construction planning, real-time monitoring and adjustment and other means to improve the construction method. However, the existing technical schemes generally lack systemicity and comprehensiveness, cannot effectively integrate resources and information in various aspects, and cannot fully exert the advantages of advanced technology
For example, in terms of steering technology, while some schemes attempt to introduce GPS, GIS and sensor technology, the complex need for accurate positioning and real-time steering is often neglected and accurate prediction and control of the underground pipeline is difficult to achieve.
In the aspect of personalized construction planning, the existing scheme usually stays in consideration of surface level, and lacks in-depth analysis and accurate control on complex factors such as topography geology, environmental factors, resource optimization configuration, risk management and the like.
In terms of real-time monitoring and adjustment, although some schemes attempt to adopt intelligent construction control systems, the construction and application of the systems generally lack systematic design and comprehensive consideration, and accurate monitoring and intelligent intervention on the whole construction process are difficult to realize.
Therefore, a novel construction method for the embedded sleeve of the underground pipeline is urgently needed, and means such as advanced guiding technology, integrated modularized design, personalized construction planning, real-time monitoring and adjustment and the like can be fully integrated, so that the omnibearing and multidimensional accurate control and optimization of the construction process are realized, the construction efficiency and quality are improved, and the construction risk and cost are reduced.
Disclosure of Invention
Based on the above purpose, the invention provides a construction method of the underground embedded pipeline sleeve.
A construction method of underground embedded pipeline sleeve comprises the following steps:
s1: and (3) an integrated modularized design stage: integrating different types of pipelines into the same sleeve according to a preset sequence and position, and adopting standardized interfaces and customized assembly modes;
s2: advanced guiding technology stage is adopted: the GPS, the GIS and the sensor are combined, so that the accurate positioning and guiding of the pipeline are realized, and the accurate arrangement is ensured;
s3: personalized construction planning stage: personalized construction planning is carried out by combining with the on-site topography and geological conditions, so that the damage to the environment is reduced, the cost is lowered, and the construction efficiency is improved;
s4: and a material selection stage: the composite material with excellent compression resistance and corrosion resistance is selected, so that the long-term stable operation of the pipeline is ensured;
s5: real-time monitoring and adjusting stage: through an intelligent construction control system, the construction progress is monitored in real time, and problems in the construction process are intervened and adjusted in time;
s6: stage of self-adaptive underground environment analysis: and the construction parameters are automatically adjusted according to the geological and hydrologic conditions of the underground by adopting a self-adaptive underground environment analysis technology so as to achieve the optimal construction effect.
Further, the sleeve is arranged in the pipe gallery, the embedded pipeline comprises a water supply pipeline, a fire water pipeline, a heating pipeline and a communication/electric power pipeline, wherein,
the water supply pipeline adopts welded steel pipes, and the sleeve and the water supply pipeline are tightly plugged by adopting fireproof flame-retardant water-blocking materials;
the fire water pipeline is led out from the top of the pipe gallery, and the fire water pipeline is encapsulated by cement concrete within the range of the top of the pipe gallery;
the heating pipeline adopts a seamless steel pipe, and a fireproof flame-retardant water-blocking material is adopted between the sleeve and the heating pipeline for tight blocking;
the communication/power line employs an MPP tube.
Further, the integrated modularized design stage specifically includes:
s11: pipeline type integration: classifying the water supply pipeline, the fire water pipeline, the heating power pipeline and the communication/power pipeline according to engineering requirements and pipeline characteristics, and determining the relative positions and the integration sequence of the pipelines of all types;
s12: module standardization: aiming at the particularities of different types of pipelines, standardized module interfaces are designed, so that different pipeline modules can be assembled quickly and accurately;
s13: personalized custom assembly: the customized solution is provided for construction under different sections and geological conditions through the pre-designed modules, so that the flexible adjustment of the assembly mode and sequence is allowed to adapt to the actual situation of the site;
s14: an integrated connection technology: advanced integrated connection technology is adopted, close fit and firm connection among all pipeline modules are ensured, and stability and durability of the whole structure are improved.
Further, the advanced guiding technology stage specifically includes:
s21, GPS positioning and guiding: acquiring the pre-buried accurate positions of construction equipment and pipelines in real time through a Global Positioning System (GPS), comparing the pre-buried accurate positions with a preset pipeline arrangement scheme, and monitoring the construction progress and the accuracy;
s22, GIS geographic information analysis: analyzing the conditions of on-site topography, geology and underground facilities by adopting a Geographic Information System (GIS), providing geographic information support for the accurate arrangement of pipelines, and identifying and avoiding risks and barriers;
s23, multi-sensor integrated monitoring: the temperature, humidity and pressure sensors are combined, the underground environment condition is monitored in real time, and the construction parameters and paths are dynamically adjusted by combining with GPS and GIS data so as to adapt to the change of the underground complex environment;
s24, three-dimensional modeling and virtual reality technology: constructing a three-dimensional model of the underground pipeline according to data provided by a GPS, a GIS and a sensor by utilizing a three-dimensional modeling and virtual reality technology, performing virtual construction exercise, and optimizing a construction scheme;
s25, an intelligent regulation and control system: by integrating the data of the GPS, the GIS and the multiple sensors, an intelligent regulation and control system is constructed, the construction condition is automatically analyzed, the guiding parameters are timely adjusted, the construction data is automatically recorded, and support is provided for later maintenance and management.
Further, the personalized construction planning stage specifically includes:
s31, topography geological analysis: the topography and geology of the construction section are analyzed in detail, so that the structure of the underground rock stratum, the soil type and the hydrogeology are known, and a scientific basis is provided for the selection and optimization of a construction scheme;
s32, field environment consideration: taking environmental factors of construction sites, including nearby buildings, traffic flow and noise limitation, and adopting corresponding sound insulation and protection measures to ensure the smooth construction;
s33, selecting a construction method: according to the type of underground pipelines, the topography, the geology and the site environment, a construction method is selected, wherein the construction method comprises an excavation method and a non-excavation method so as to adapt to different construction conditions;
s34, resource optimization configuration: by optimizing the allocation of manpower, material resources and financial resources, the smooth construction is ensured, the construction cost is reduced, and the resource utilization efficiency is improved;
and S35, risk assessment and management: and (3) evaluating and predicting risks possibly occurring in the construction process, such as geological disasters, construction accidents and the like, and taking corresponding preventive and control measures to ensure the construction safety.
Further, the real-time monitoring and adjusting stage specifically includes:
s51: and (3) constructing an intelligent construction control system: adopting the internet of things technology, cloud computing, big data analysis and an artificial intelligent algorithm to construct a multi-dimensional intelligent construction control system, wherein the system is used for integrating various information of a construction site and realizing real-time data acquisition, analysis and processing;
s52: and (3) monitoring the construction progress in real time: the construction progress, equipment state and environmental condition data are collected in real time through sensors arranged on construction equipment and pipelines, and the construction progress is analyzed in real time by combining a preset construction scheme and a preset progress plan;
s53: timely intervention and adjustment of problems: when the problems or deviation in the construction process is monitored, the intelligent construction control system intervenes automatically or manually, and the problems are solved in time by adjusting construction parameters, reconfiguring resources and modifying a construction scheme;
s54: three-dimensional visual display: by adopting the three-dimensional modeling and virtual reality technology, construction data monitored in real time are displayed in a three-dimensional image mode, so that engineering management personnel can intuitively know the overall view and details of a construction site, and the accuracy and convenience of monitoring are improved.
Further, the construction of the intelligent construction control system in S51 specifically includes:
s511: a demand analysis stage:
determining a monitoring target: defining a monitoring target of a construction control system;
collecting site information: collecting information of terrains, weather, personnel and equipment of a construction site;
s512: system design stage:
and (3) modular design: dividing the system into a plurality of modules;
the technical scheme is determined: selecting a proper technical scheme;
s513: and a data acquisition stage:
and (3) installing a sensor: installing various sensors at key positions of construction equipment, materials and personnel, and collecting various data in real time;
constructing a data channel: a stable data communication channel is established, so that real-time transmission of data is ensured;
s514: data processing and analysis stage:
constructing a data center: constructing a data center on a cloud computing platform, and intensively storing and processing the collected data;
developing an analysis algorithm: adopting a big data analysis technology to develop analysis algorithms aiming at different monitoring targets;
s515: real-time monitoring and intervention stage:
and (3) real-time display: displaying the overall view and details of the construction site in real time through a three-dimensional visualization technology;
automatic alarm and intervention: the system can automatically detect problems and deviation, alarm or automatically intervene, and the construction is ensured to be carried out smoothly;
s516: and a post maintenance and management support stage.
Furthermore, the integrated modularized design also comprises a flexible and extensible mechanism, so that the construction method is suitable for engineering requirements of different scales and different types.
Furthermore, the construction method is based on a multidisciplinary cooperative work mechanism and is used for cooperative construction of each professional and each stage.
The invention has the beneficial effects that:
according to the invention, the precise positioning and real-time guiding of the pipeline are realized by adopting a guiding technology combining a GPS (global positioning system), a GIS (geographic information system) and a sensor, the construction error is effectively reduced, the construction quality is improved, the flexible configuration and the rapid adaptation of a construction scheme are realized through an integrated modularized design, the construction efficiency is improved, the construction scheme is applicable to different environments and requirements, and the complex factors such as topography, environment factors, resource optimization configuration, risk management and the like are fully considered through personalized construction planning, so that the precise customization and effective implementation of the construction scheme are realized.
According to the invention, by constructing an omnibearing and multidimensional intelligent construction control system, the real-time monitoring, the timely intervention and the intelligent adjustment of the whole construction process are realized, the problems in the construction process are effectively solved, the smooth progress of construction is ensured, the maintenance and the management in the later stage of construction are supported through three-dimensional visual display, the decision support is provided, and the future improvement and optimization are assisted.
Drawings
In order to more clearly illustrate the invention or the technical solutions of the prior art, the drawings which are used in the description of the embodiments or the prior art will be briefly described, it being obvious that the drawings in the description below are only of the invention and that other drawings can be obtained from them without inventive effort for a person skilled in the art.
FIG. 1 is a schematic flow chart of a construction method according to an embodiment of the invention;
fig. 2 is a schematic diagram of an advanced guidance technology according to an embodiment of the present invention.
Detailed Description
The present invention will be further described in detail with reference to specific embodiments in order to make the objects, technical solutions and advantages of the present invention more apparent.
It is to be noted that unless otherwise defined, technical or scientific terms used herein should be taken in a general sense as understood by one of ordinary skill in the art to which the present invention belongs. The terms "first," "second," and the like, as used herein, do not denote any order, quantity, or importance, but rather are used to distinguish one element from another. The word "comprising" or "comprises", and the like, means that elements or items preceding the word are included in the element or item listed after the word and equivalents thereof, but does not exclude other elements or items. The terms "connected" or "connected," and the like, are not limited to physical or mechanical connections, but may include electrical connections, whether direct or indirect. "upper", "lower", "left", "right", etc. are used merely to indicate relative positional relationships, which may also be changed when the absolute position of the object to be described is changed.
As shown in fig. 1-2, the construction method of the underground embedded pipeline sleeve comprises the following steps:
s1: and (3) an integrated modularized design stage: integrating different types of pipelines into the same sleeve according to a preset sequence and position, and adopting standardized interfaces and customized assembly modes;
s2: advanced guiding technology stage is adopted: the GPS, the GIS and the sensor are combined, so that the accurate positioning and guiding of the pipeline are realized, and the accurate arrangement is ensured;
s3: personalized construction planning stage: personalized construction planning is carried out by combining with the on-site topography and geological conditions, so that the damage to the environment is reduced, the cost is lowered, and the construction efficiency is improved;
s4: and a material selection stage: the composite material with excellent compression resistance and corrosion resistance is selected, so that the long-term stable operation of the pipeline is ensured;
s5: real-time monitoring and adjusting stage: through an intelligent construction control system, the construction progress is monitored in real time, and problems in the construction process are intervened and adjusted in time;
s6: stage of self-adaptive underground environment analysis: adopting a self-adaptive underground environment analysis technology, and automatically adjusting construction parameters according to underground geology and hydrologic conditions so as to achieve the optimal construction effect;
the efficient construction of the embedded sleeve of the underground pipeline is realized, a plurality of advanced technologies and innovative ideas are integrated, and a more superior solution is provided for the construction of the embedded sleeve of the existing underground pipeline.
The sleeve is arranged in the pipe gallery, the embedded pipeline comprises a water supply pipeline, a fire water pipeline, a heating power pipeline and a communication/electric power pipeline, wherein,
the water supply pipeline adopts a welded steel pipe, and the sleeve and the water supply pipeline adopt fireproof flame-retardant water-blocking materials for tight blocking;
the fire water pipeline is led out from the top of the pipe gallery, and the fire water pipeline is encapsulated by cement concrete in the range of the top of the pipe gallery;
the heat pipeline adopts a seamless steel pipe, and the sleeve and the heat pipeline adopt fireproof flame-retardant water-blocking materials for tight blocking;
the communication/power pipeline employs an MPP tube.
The integrated modularized design stage specifically comprises the following steps:
s11: pipeline type integration: classifying the water supply pipeline, the fire water pipeline, the heating power pipeline and the communication/power pipeline according to engineering requirements and pipeline characteristics, and determining the relative positions and the integration sequence of the pipelines of all types;
s12: module standardization: aiming at the particularities of different types of pipelines, standardized module interfaces are designed, so that different pipeline modules can be assembled quickly and accurately;
s13: personalized custom assembly: the customized solution is provided for construction under different sections and geological conditions through the pre-designed modules, so that the flexible adjustment of the assembly mode and sequence is allowed to adapt to the actual situation of the site;
s14: an integrated connection technology: the advanced integrated connection technology is adopted, so that close fit and firm connection among all pipeline modules are ensured, and the stability and durability of the whole structure are improved;
the integrated modularized design stage realizes the efficient integration of pipelines of different types by comprehensively considering the factors such as the type, the characteristics, the section, the geological conditions and the like of the pipelines and adopting standardized, customized, integrated and intelligent means. The construction period is greatly shortened, the cost is reduced, the construction precision and the reliability are improved, and the method has high engineering application value.
The advanced guiding technology stage specifically comprises the following steps:
s21, GPS positioning and guiding: acquiring the pre-buried accurate positions of construction equipment and pipelines in real time through a Global Positioning System (GPS), comparing the pre-buried accurate positions with a preset pipeline arrangement scheme, and monitoring the construction progress and the accuracy;
s22, GIS geographic information analysis: analyzing the conditions of on-site topography, geology and underground facilities by adopting a Geographic Information System (GIS), providing geographic information support for the accurate arrangement of pipelines, and identifying and avoiding risks and barriers;
s23, multi-sensor integrated monitoring: the temperature, humidity and pressure sensors are combined, the underground environment condition is monitored in real time, and the construction parameters and paths are dynamically adjusted by combining with GPS and GIS data so as to adapt to the change of the underground complex environment;
s24, three-dimensional modeling and virtual reality technology: constructing a three-dimensional model of the underground pipeline according to data provided by a GPS, a GIS and a sensor by utilizing a three-dimensional modeling and virtual reality technology, performing virtual construction exercise, and optimizing a construction scheme;
s25, an intelligent regulation and control system: by integrating the data of the GPS, the GIS and the multiple sensors, an intelligent regulation and control system is constructed, the construction condition is automatically analyzed, the guiding parameters are timely adjusted, the construction data is automatically recorded, and support is provided for later maintenance and management;
the advanced guiding technology stage realizes accurate positioning and intelligent guiding of pipelines by integrating a global positioning system, a geographic information system and a multi-sensor technology. The construction precision is improved, complex changes of the underground environment can be flexibly dealt with, the controllability and predictability of construction are enhanced, and the method has high engineering application value and wide application prospect.
The personalized construction planning stage specifically comprises the following steps:
s31, topography geological analysis: the topography and geology of the construction section are analyzed in detail, so that the structure of the underground rock stratum, the soil type and the hydrogeology are known, and a scientific basis is provided for the selection and optimization of a construction scheme;
s32, field environment consideration: taking environmental factors of construction sites, including nearby buildings, traffic flow and noise limitation, and adopting corresponding sound insulation and protection measures to ensure the smooth construction;
s33, selecting a construction method: according to the type of underground pipelines, the topography, the geology and the site environment, a construction method is selected, wherein the construction method comprises an excavation method and a non-excavation method so as to adapt to different construction conditions;
s34, resource optimization configuration: by optimizing the allocation of manpower, material resources and financial resources, the smooth construction is ensured, the construction cost is reduced, and the resource utilization efficiency is improved;
and S35, risk assessment and management: the risk possibly occurring in the construction process is estimated and predicted, such as geological disasters, construction accidents and the like, and corresponding preventive and control measures are adopted to ensure the construction safety;
the individuation construction planning stage fully considers the specificity and complexity of the construction site, and combines modern technological means to realize flexible selection and optimization of the construction scheme. The construction efficiency and quality are ensured, the environmental protection and the social responsibility are also considered, and the advancement and the practicability of the novel construction method of the embedded sleeve of the underground pipeline are presented.
The real-time monitoring and adjusting stage specifically comprises the following steps:
s51: and (3) constructing an intelligent construction control system: adopting the internet of things technology, cloud computing, big data analysis and an artificial intelligent algorithm to construct a multi-dimensional intelligent construction control system, wherein the system is used for integrating various information of a construction site and realizing real-time data acquisition, analysis and processing;
s52: and (3) monitoring the construction progress in real time: the construction progress, equipment state and environmental condition data are collected in real time through sensors arranged on construction equipment and pipelines, and the construction progress is analyzed in real time by combining a preset construction scheme and a preset progress plan;
s53: timely intervention and adjustment of problems: when the problems or deviation in the construction process is monitored, the intelligent construction control system intervenes automatically or manually, and the problems are solved in time by adjusting construction parameters, reconfiguring resources and modifying a construction scheme;
s54: three-dimensional visual display: by adopting the three-dimensional modeling and virtual reality technology, construction data monitored in real time are displayed in a three-dimensional image mode, so that engineering management personnel can intuitively know the overall view and details of a construction site, and the accuracy and convenience of monitoring are improved.
The construction of the intelligent construction control system in S51 specifically includes:
s511: a demand analysis stage:
determining a monitoring target: the monitoring targets of the construction control system are defined, including progress monitoring, quality control, safety management and the like;
collecting site information: collecting information of terrains, weather, personnel and equipment of a construction site so as to accurately control the construction site;
s512: system design stage:
and (3) modular design: dividing the system into a plurality of modules, such as a data acquisition module, a data analysis module, a visual display module, an alarm and intervention module and the like;
the technical scheme is determined: selecting a proper technical scheme, including an Internet of things technology, an artificial intelligent algorithm, a cloud computing platform and the like;
s513: and a data acquisition stage:
and (3) installing a sensor: installing various sensors at key positions of construction equipment, materials and personnel, and collecting various data in real time;
constructing a data channel: a stable data communication channel is established, so that real-time transmission of data is ensured;
s514: data processing and analysis stage:
constructing a data center: constructing a data center on a cloud computing platform, and intensively storing and processing the collected data;
developing an analysis algorithm: adopting a big data analysis technology to develop analysis algorithms aiming at different monitoring targets, such as construction progress prediction, quality defect detection and the like;
s515: real-time monitoring and intervention stage:
and (3) real-time display: displaying the overall view and details of the construction site in real time through a three-dimensional visualization technology;
automatic alarm and intervention: the system can automatically detect problems and deviation, alarm or automatically intervene, and the construction is ensured to be carried out smoothly;
s516: post maintenance and management support phase:
data archiving and management: data and information in the construction process are archived, so that later maintenance and management are facilitated, and decision support is provided: the intelligent construction control system can provide decision support for a manager, assist in improvement and optimization of later construction, and realize system test and optimization: and all modules of the system are comprehensively tested, so that the stability and the accuracy of the system are ensured, and the performance and the function of the system are continuously optimized according to the feedback of actual construction, so that the long-term effective operation of the system is ensured.
The integrated modularized design also comprises a flexible and extensible mechanism, so that the construction method is suitable for engineering requirements of different scales and different types, and is based on a multidisciplinary cooperative work mechanism and used for cooperative construction of various professions and stages.
Those of ordinary skill in the art will appreciate that: the discussion of any of the embodiments above is merely exemplary and is not intended to suggest that the scope of the invention is limited to these examples; the technical features of the above embodiments or in the different embodiments may also be combined within the idea of the invention, the steps may be implemented in any order and there are many other variations of the different aspects of the invention as described above, which are not provided in detail for the sake of brevity.
The present invention is intended to embrace all such alternatives, modifications and variances which fall within the broad scope of the appended claims. Therefore, any omission, modification, equivalent replacement, improvement, etc. of the present invention should be included in the scope of the present invention.
Claims (9)
1. The construction method of the underground embedded pipeline sleeve is characterized by comprising the following steps of:
s1: and (3) an integrated modularized design stage: integrating different types of pipelines into the same sleeve according to a preset sequence and position, and adopting standardized interfaces and customized assembly modes;
s2: advanced guiding technology stage is adopted: the GPS, the GIS and the sensor are combined, so that the accurate positioning and guiding of the pipeline are realized, and the accurate arrangement is ensured;
s3: personalized construction planning stage: personalized construction planning is carried out by combining with the on-site topography and geological conditions, so that the damage to the environment is reduced, the cost is lowered, and the construction efficiency is improved;
s4: and a material selection stage: the composite material with excellent compression resistance and corrosion resistance is selected, so that the long-term stable operation of the pipeline is ensured;
s5: real-time monitoring and adjusting stage: through an intelligent construction control system, the construction progress is monitored in real time, and problems in the construction process are intervened and adjusted in time;
s6: stage of self-adaptive underground environment analysis: and the construction parameters are automatically adjusted according to the geological and hydrologic conditions of the underground by adopting a self-adaptive underground environment analysis technology so as to achieve the optimal construction effect.
2. The method of claim 1, wherein the sleeve is disposed in a piping lane, the embedded pipeline comprises a water supply pipeline, a fire water pipeline, a heat distribution pipeline, and a communication/power pipeline, wherein,
the water supply pipeline adopts welded steel pipes, and the sleeve and the water supply pipeline are tightly plugged by adopting fireproof flame-retardant water-blocking materials;
the fire water pipeline is led out from the top of the pipe gallery, and the fire water pipeline is encapsulated by cement concrete within the range of the top of the pipe gallery;
the heating pipeline adopts a seamless steel pipe, and a fireproof flame-retardant water-blocking material is adopted between the sleeve and the heating pipeline for tight blocking;
the communication/power line employs an MPP tube.
3. The method for constructing an underground embedded pipeline sleeve according to claim 2, wherein the integrated modularized design stage specifically comprises:
s11: pipeline type integration: classifying the water supply pipeline, the fire water pipeline, the heating power pipeline and the communication/power pipeline according to engineering requirements and pipeline characteristics, and determining the relative positions and the integration sequence of the pipelines of all types;
s12: module standardization: aiming at the particularities of different types of pipelines, standardized module interfaces are designed, so that different pipeline modules can be assembled quickly and accurately;
s13: personalized custom assembly: the customized solution is provided for construction under different sections and geological conditions through the pre-designed modules, so that the flexible adjustment of the assembly mode and sequence is allowed to adapt to the actual situation of the site;
s14: an integrated connection technology: advanced integrated connection technology is adopted, close fit and firm connection among all pipeline modules are ensured, and stability and durability of the whole structure are improved.
4. The method for constructing an underground embedded pipeline sleeve according to claim 1, wherein the advanced guiding technology stage specifically comprises:
s21, GPS positioning and guiding: acquiring the pre-buried accurate positions of construction equipment and pipelines in real time through a global positioning system, comparing the pre-buried accurate positions with a preset pipeline arrangement scheme, and monitoring the construction progress and the accuracy;
s22, GIS geographic information analysis: analyzing the situation of on-site topography, geology and underground facilities by adopting a geographic information system, providing geographic information support for the accurate arrangement of pipelines, and identifying and avoiding risks and barriers;
s23, multi-sensor integrated monitoring: the temperature, humidity and pressure sensors are combined, the underground environment condition is monitored in real time, and the construction parameters and paths are dynamically adjusted by combining with GPS and GIS data so as to adapt to the change of the underground complex environment;
s24, three-dimensional modeling and virtual reality technology: constructing a three-dimensional model of the underground pipeline according to data provided by a GPS, a GIS and a sensor by utilizing a three-dimensional modeling and virtual reality technology, performing virtual construction exercise, and optimizing a construction scheme;
s25, an intelligent regulation and control system: by integrating the data of the GPS, the GIS and the multiple sensors, an intelligent regulation and control system is constructed, the construction condition is automatically analyzed, the guiding parameters are timely adjusted, the construction data is automatically recorded, and support is provided for later maintenance and management.
5. The method for constructing the underground embedded pipeline sleeve according to claim 1, wherein the personalized construction planning stage specifically comprises:
s31, topography geological analysis: the topography and geology of the construction section are analyzed in detail, so that the structure of the underground rock stratum, the soil type and the hydrogeology are known, and a scientific basis is provided for the selection and optimization of a construction scheme;
s32, field environment consideration: taking environmental factors of construction sites, including nearby buildings, traffic flow and noise limitation, and adopting corresponding sound insulation and protection measures to ensure the smooth construction;
s33, selecting a construction method: according to the type of underground pipelines, the topography, the geology and the site environment, a construction method is selected, wherein the construction method comprises an excavation method and a non-excavation method so as to adapt to different construction conditions;
s34, resource optimization configuration: by optimizing the allocation of manpower, material resources and financial resources, the smooth construction is ensured, the construction cost is reduced, and the resource utilization efficiency is improved;
and S35, risk assessment and management: and (3) evaluating and predicting risks possibly occurring in the construction process, such as geological disasters, construction accidents and the like, and taking corresponding preventive and control measures to ensure the construction safety.
6. The method for constructing an underground buried pipeline sleeve according to claim 1, wherein the real-time monitoring and adjusting stage specifically comprises:
s51: and (3) constructing an intelligent construction control system: adopting the internet of things technology, cloud computing, big data analysis and an artificial intelligent algorithm to construct a multi-dimensional intelligent construction control system, wherein the system is used for integrating various information of a construction site and realizing real-time data acquisition, analysis and processing;
s52: and (3) monitoring the construction progress in real time: the construction progress, equipment state and environmental condition data are collected in real time through sensors arranged on construction equipment and pipelines, and the construction progress is analyzed in real time by combining a preset construction scheme and a preset progress plan;
s53: timely intervention and adjustment of problems: when the problems or deviation in the construction process is monitored, the intelligent construction control system intervenes automatically or manually, and the problems are solved in time by adjusting construction parameters, reconfiguring resources and modifying a construction scheme;
s54: three-dimensional visual display: by adopting the three-dimensional modeling and virtual reality technology, construction data monitored in real time are displayed in a three-dimensional image mode, so that engineering management personnel can intuitively know the overall view and details of a construction site, and the accuracy and convenience of monitoring are improved.
7. The method for constructing an underground buried pipeline sleeve according to claim 6, wherein the construction of the intelligent construction control system in S51 specifically comprises:
s511: a demand analysis stage:
determining a monitoring target: defining a monitoring target of a construction control system;
collecting site information: collecting information of terrains, weather, personnel and equipment of a construction site;
s512: system design stage:
and (3) modular design: dividing the system into a plurality of modules;
the technical scheme is determined: selecting a proper technical scheme;
s513: and a data acquisition stage:
and (3) installing a sensor: installing various sensors at key positions of construction equipment, materials and personnel, and collecting various data in real time;
constructing a data channel: a stable data communication channel is established, so that real-time transmission of data is ensured;
s514: data processing and analysis stage:
constructing a data center: constructing a data center on a cloud computing platform, and intensively storing and processing the collected data;
developing an analysis algorithm: adopting a big data analysis technology to develop analysis algorithms aiming at different monitoring targets;
s515: real-time monitoring and intervention stage:
and (3) real-time display: displaying the overall view and details of the construction site in real time through a three-dimensional visualization technology;
automatic alarm and intervention: the system can automatically detect problems and deviation, alarm or automatically intervene, and the construction is ensured to be carried out smoothly;
s516: and a post maintenance and management support stage.
8. The method of claim 1, wherein the integrated modular design further comprises a flexible and expandable mechanism to adapt the method to different scale and different types of engineering requirements.
9. The method for constructing the underground embedded pipeline sleeve according to claim 1, wherein the method is based on a multidisciplinary cooperative work mechanism and is used for cooperative construction of each specialty and each stage.
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