CN107402043A - Half cover and cut method Construction of City Tunnel monitoring method and monitoring system - Google Patents
Half cover and cut method Construction of City Tunnel monitoring method and monitoring system Download PDFInfo
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- CN107402043A CN107402043A CN201710604863.3A CN201710604863A CN107402043A CN 107402043 A CN107402043 A CN 107402043A CN 201710604863 A CN201710604863 A CN 201710604863A CN 107402043 A CN107402043 A CN 107402043A
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01D—MEASURING NOT SPECIALLY ADAPTED FOR A SPECIFIC VARIABLE; ARRANGEMENTS FOR MEASURING TWO OR MORE VARIABLES NOT COVERED IN A SINGLE OTHER SUBCLASS; TARIFF METERING APPARATUS; MEASURING OR TESTING NOT OTHERWISE PROVIDED FOR
- G01D21/00—Measuring or testing not otherwise provided for
- G01D21/02—Measuring two or more variables by means not covered by a single other subclass
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/32—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring the deformation in a solid
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C9/00—Measuring inclination, e.g. by clinometers, by levels
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01F—MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
- G01F23/00—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01L—MEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
- G01L5/00—Apparatus for, or methods of, measuring force, work, mechanical power, or torque, specially adapted for specific purposes
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- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Fluid Mechanics (AREA)
- Testing Or Calibration Of Command Recording Devices (AREA)
Abstract
Half cover and cut method Tunnel Excavation Monitoring method and its monitoring system, belong to engineering monitoring field, method for tunnel construction including half cover and cut method, personal monitoring's method and automatic monitoring method, the method for tunnel construction of half cover and cut method is to half pavement construction in deep foundation pit construction, dig to certain depth, by top seal, remaining engineering is carried out under the top cover of closing；Second half open section then outdoor open-cut, from bottom to top constructed since a bottom Rotating fields after digging to absolute altitude agent structure and waterproof, until backfill and recovering the route of pipe line and stopping to surface of base；Personal monitoring's method is to bury test block and observation station in fixed position, manual measurement, which is carried out, with instrument obtains related data, automatic monitoring method is by automatic data collection technology, network wireless mechanics of communication and database application technology, the construction monitoring to supporting and protecting system of tunnel deformation and stress is realized, dynamical feedback Monitoring Data Dynamic Construction scheme can be instructed at any time using the present invention.
Description
Technical field
The invention belongs to the technical field of engineering monitoring, during a kind of urban road tunnel excavation construction
The system and method being monitored in real time.
Background technology
With the fast development of traffic engineering and the utilization of urban underground space, subway and municipal highway tunnel are accelerated
The construction process in road, because the geological environment of Urban underground Tunnel is complicated, underground piping is intricate, the letter of some underground lines
Breath lacks, and the design and construction of Urban underground Tunnel engineering are difficult once to smoothly complete, and to undergo continuous scheme modifying, increase
Design and the cost and input of construction.Construction of City Tunnel method mainly includes cut and cover method, cap excavation method, subsurface excavation method, shield method
Deng.Cover and cut method is lain on existing road by required width, after completing soil-baffling structure by ground surface, is covered with the standard processed of sizing
Lid structure (including longitudinal and transverse beam and road deck), which is placed on soil-baffling structure, maintains traffic, is down repeated and excavates and add purlin
With stull, until designed elevation.Sequentially from bottom to top build tunnel agent structure（Some new projects include city piping lane）, backfill
Soil simultaneously recovers the route of pipe line, finally optionally removes the exposed parts of soil-baffling structure and recovers road.Work progress is longer, during which,
To ensure the safety of urban area inner tunnel work progress, it is necessary to every control such as tunnel support structure is referred to using monitoring instrument
Mark is monitored, and wherein deformation monitoring is the key in monitoring, and the mode of construction monitoring mainly includes Traditional Man and monitored
With automatic monitoring two ways：Traditional personal monitoring's mode is disturbed greatly, while also there is each measuring point not by environmental factor
It is synchronous, large deformation can not survey, real-time is poor, the data processing and analysis cycle is longer, can not to find engineering in time hidden lack
Fall into, but monitoring cost is relatively low；Automatic monitoring is by automatic data collection technology, network wireless mechanics of communication and data
Storehouse application technology, realize the construction monitoring to supporting and protecting system of tunnel deformation and stress, practicable round-the-clock, real-time monitoring, number
According in time, accurately and reliably, but cost is very high.
The content of the invention
Goal of the invention：
The defects of existing for above-mentioned background technology or deficiency, the present invention provide a kind of half cover and cut method Tunnel Excavation Monitoring side
Method and its monitoring system, it is real-time its object is to solve the construction data of the complicated Urban Underground vcehicular tunnel of underground utilities
Monitoring, dynamical feedback Monitoring Data instructs Dynamic Construction scheme at any time.
Technical scheme：
A kind of monitoring method of half cover and cut method constructing tunnel, it is characterised in that：The monitoring method includes half cover and cut method
Method for tunnel construction, personal monitoring's method and automatic monitoring method；The method for tunnel construction of half described cover and cut method
It is that first half road surface is constructed when deep foundation pit construction, to having poured after tunnel foundation ditch lagging pile in earth's surface wrapping
The covered structure for including longitudinal and transverse beam and trestle plate composition has been constructed, and temporarily to replace road surface to maintain traffic, is repeated out downwards
After digging and adding stull to certain depth, by top seal, remaining bottom engineering is constructed under the top cover of closing；It is another
Half open section carries out outdoor open-cut, digs arrive substrate designed elevation always, since a bottom Rotating fields sequentially afterwards
From bottom to top construction agent structure and waterproof, up to backfill and recover the route of pipe line or the embedded new route of pipe line until surface of base
Only；Described personal monitoring's method is to bury testing element and observation station in fixed position, utilizes total powerstation, spirit level, stress
Instrument, reinforcing rib meter, inclinometer, pressure gauge or water-level gauge carry out manual measurement and obtain related data, obtain the change of its supporting and protecting system of tunnel
Shape and stressing conditions；Described automatic monitoring method is led at significant points, key node, the artificial position for being not easy to monitoring
Cross automatic data collection technology, network wireless mechanics of communication and database application technology, realize to supporting and protecting system of tunnel deformation and
The construction monitoring of stress；The data obtained by personal monitoring's method and automatic monitoring method be complementary to one another and mutually tested
Whether card, data reach early warning value；If be not reaching to, continue to monitor and construct；If reaching early warning value, emphasis is carried out
Monitoring, data analysis, scene are checked or stopped work.
Described personal monitoring's method is to be monitored at Guan Liang horizontal displacement monitoring using total powerstation, vertical in Guan Liang
Monitored, monitored at bracing members transverse direction axle power monitoring using axle power meter, in fender post reinforcing bar power using spirit level at settlement monitoring
Monitored, monitored at pile lateral displacement monitoring using inclinometer, at surrounding buildingses deformation monitoring using reinforcing rib meter at monitoring
Monitored using spirit level, monitored at the surface subsidence monitoring of foundation ditch side using spirit level, used at crater wall soil pressure monitoring
Pressure gauge monitors, and is monitored at base pit dewatering Well Water Level monitoring using water-level gauge.
Described automatic monitoring method is that using displacement meter and be furnished with automation collection at Guan Liang horizontal displacement monitoring
Module, hydrostatic level is used at the vertical settlement monitoring of Guan Liang and is furnished with automation collection module, in bracing members transverse direction axle power
Axle power meter is used at monitoring and is furnished with automation collection module, using reinforcing rib meter and equipped with automatic at fender post reinforcing bar power monitoring
Change acquisition module, using fixing inclinometer and being furnished with automation collection module at pile lateral displacement monitoring, in surrounding buildingses
Inclinator is used at deformation monitoring and is furnished with automation collection module, hydrostatic level is used at the surface subsidence monitoring of foundation ditch side
And it is furnished with automation collection module, pressure gauge is used at crater wall soil pressure monitoring and is furnished with automation collection module, in base
Water-level gauge is used at the dewatering well water level monitoring of hole and is furnished with automation collection module.
A kind of monitoring system of half cover and cut method constructing tunnel as described above, it is characterised in that：In the system from
Dynamicization monitoring system and personal monitoring's system are connected by LAN LANs with center switch, center switch and network high in the clouds
Storage device is connected by LAN LANs, and center switch is connected with WAN wide area networks by LAN LANs, and WAN wide area networks connect
Terminal Server Client or cell-phone customer terminal are connect, center switch is connected with giant-screen by server, LAN LANs；It is difficult to personnel
Automatic monitoring system is used with the monitoring site of arrival, the automated detection system be by Guan Liang horizontal displacement monitoring system,
The vertical sedimentation monitoring system of Guan Liang, bracing members transverse direction axle power monitoring system, fender post reinforcing bar power monitoring system, pile lateral displacement
Monitoring system, surrounding buildingses DEFORMATION MONITORING SYSTEM, foundation ditch side surface subsidence monitoring system, crater wall soil pressure monitoring system, base
Cheat dewatering well water level monitoring system, data transfer base station, data receiver base station, automation display platform, data processing software, number
According to display software composition；Point position more than complicated to situation, live disturbing factor is monitored using personal monitoring's system, and this is artificial
Monitoring system by Guan Liang horizontal displacement monitoring system, the vertical sedimentation monitoring system of Guan Liang, bracing members transverse direction axle power monitoring system, enclose
Fender pile reinforcing bar power monitoring system, pile lateral displacement monitoring system, surrounding buildingses DEFORMATION MONITORING SYSTEM, foundation ditch side ground settlement prison
Examining system, crater wall soil pressure monitoring system, base pit dewatering well water level monitoring system composition.
The monitoring system of half described cover and cut method constructing tunnel, it is characterised in that：The Guan Liang horizontal displacement monitoring
The Guan Liang of system is provided with Guan Liang horizontal displacement monitoring point, and the horizontal steel structure horizontal bracing unit of bracing members transverse direction axle power monitoring system is set
There is bracing members axle power monitoring point, the fender post of fender post reinforcing bar power monitoring system is provided with reinforcing rib meter, surrounding buildingses deformation monitoring system
The Nearby Structure of system is provided with building deformation monitoring point, and the ground of closing on of foundation ditch side surface subsidence monitoring system sinks provided with ground
Observation station drops.
Advantage and effect：
(1) construction monitoring of the point position more than complicated to situation, live disturbing factor uses personal monitoring's method, and personnel are difficult to
The monitoring site of arrival, construction monitoring use automatic monitoring method, solve the problems, such as some monitoring site data monitoring difficulties,
It is complete to be effectively guaranteed Monitoring Data；
(2) automatic monitoring is used, data acquisition is carried out to Monitoring Data by automating module, is wirelessly transferred and handles, drop
Adding up for low manual operation equal error, greatly improves the precision of Monitoring Data；
(3) wireless remote collection and transmission technology, avoid the safety problem monitored in tunnel, make monitoring security higher
；
(4) corresponding real time data dynamic acquisition can be directly uploaded to Surveillance center by automatic monitoring in real time, realize it is round-the-clock,
Monitoring in real time, data in time, accurately and reliably, contribute in work progress to make analysis rapidly, judged, can pinpoint the problems in time
And take corresponding control measure, it is ensured that realize design object and ensure work progress safety；
(5) personal monitoring's method is equipped with, has both reduced construction monitoring cost, realization is complicated to situation again, live disturbing factor is more,
The point position being difficult to is automated to be monitored.Present system science, it is convenient in real time, method safety is practical, effective and rapid, keeps away
The safety in Tunnel Excavation Monitoring is exempted from and the problem of monitoring is influenceed by adverse circumstances, has avoided because key point is supervised
Sudden accident caused by measured frequency deficiency, personal security problem is it also avoid, reduces monitoring cost to greatest extent, is kept away
Exempt from the generation of sudden accident.
Brief description of the drawings
Fig. 1 is the operational mode figure of monitoring method of the present invention；
Fig. 2 is the connection relationship diagram of present system；
The plan of Fig. 3 foundation pit supporting constructions of the present invention and monitoring point arrangement；
The stereogram of Fig. 4 foundation pit supporting constructions of the present invention and monitoring point arrangement；
It is described to be labeled as：1st, Guan Liang monitoring point；2nd, lattice capital monitoring point；3rd, surface subsidence observation station；4th, bracing members axle power is supervised
Measuring point；5th, reinforcing rib meter；6th, building deformation monitoring point；7th, inclinometer pipe；8th, base pit dewatering well；9th, fender post；10th, Guan Liang；11st, stack
Bridge plate；12nd, concrete support；13rd, lattice column；14th, steel purlin；15th, bracing members；16th, base plate of foundation pit；17th, lattice column bottom stake
Basis；18th, bracing members support；19th, concrete binder.
Embodiment：
The present invention will be further described below in conjunction with the accompanying drawings：
The present invention relates to data signal wireless transmission, Radio Transmission Technology and wireless reception and conversion correlation technique, while also relate to
And to informix decision technology, especially suitable in the work progress of urban road subterranean tunnel part, it is necessary to the ground faced
The real-time monitoring of urban area inner tunnel earth excavation work progress under the lower complicated environment of pipeline, suitable for monitoring essence
Spend exigent underground engineering.
Half cover and cut method is that first half road surface is constructed when deep foundation pit construction, is excavated to a depthkeeping downwards
After degree, by top seal, remaining bottom engineering is constructed under the top cover of closing.Second half open section carries out outdoor bright
A kind of construction method of excavation construction.It is characterized in that construction speed is fast, quality is easily controlled, base can not be influenceed to the full extent
Cheat traffic above or other functions.
As shown in figure 1, the Tunnel Excavation Monitoring system includes automatic monitoring system, Monitoring Data collection is included to Guan Liang
Point horizontal displacement and vertical settling data, ground point settling data, bracing members axle power, reinforcing rib meter, building settlement, fender post water
The collection of flat deformation, base pit dewatering Well Water Level and foundation ditch crater wall soil pressure data, each data acquisition need an acquisition module,
The data of collection are transferred to platform by base station, for the monitoring of remote control constructing tunnel and the analysis of data result, including：
1) Guan Liang horizontal displacement monitoring, using displacement meter and it is furnished with automation collection module；2) the vertical settlement monitoring of Guan Liang, using static(al)
Spirit level is simultaneously furnished with automation collection module；3) bracing members transverse direction axle power monitors, and using axle power meter and is furnished with automation collection mould
Block；4) fender post reinforcing bar power monitors, and using reinforcing rib meter and is furnished with automation collection module；5) pile lateral displacement monitors, and uses
Fixed inclinometer is simultaneously furnished with automation collection module；6) surrounding buildingses deformation monitoring, using inclinator and it is furnished with automation collection
Module；7) foundation ditch side surface subsidence monitoring, using hydrostatic level and it is furnished with automation collection module；8) crater wall soil pressure is supervised
Survey, using pressure gauge and be furnished with automation collection module；9) base pit dewatering Well Water Level monitors, using water-level gauge and equipped with automation
Acquisition module, in addition, automatic monitoring is a complete system, it is necessary to data receiver and transmission base station are equipped with, and certainly
Dynamicization display platform, data processing and display software etc..Data receive and transmitted base station by way of being wirelessly transferred by each point
Every Monitoring Data that item data automation collection element and module obtain is transferred to data terminal in real time, i.e. automation display
Platform, platform is analyzed and handled to Monitoring Data by data processing and display software, and passes through the shape of image and curve
Formula is shown on automation display platform, prompting early warning is sent when Monitoring Data reaches early warning value, now in certain journey
Need manually to contrast automatic monitoring data and personal monitoring's data on degree, analyze, according to Specific construction field condition
Make final accurately judgement, and necessary measure is taken according to situation about actually occurring.By automation and it is artificial combine into
Row construction monitoring, to arrangement and method for construction and dynamic optimization adjustment can be made.
Dug as shown in Fig. 2 being applied to half lid for automatic monitoring system of the present invention along way Construction of City Tunnel schematic diagram,
The operation principle of present system can be further illustrated by the schematic diagram.At the construction field (site), by embedded monitoring element and
Automation collection module, every Monitoring Data is gathered, by data receiver and transmit base station, in a manner of being wirelessly transferred in real time
Data terminal is transferred to, that is, automates display platform, platform is analyzed Monitoring Data by data processing and display software
And processing, and shown by the form of image and curve on automation display platform.The center switch of system, can be with
By LAN LANs with equipment such as LCD giant-screens, or be shown in by way of WAN wide area network remote clients mobile phone and
In other equipment, it can also be stored in a manner of network high in the clouds.Different display modes can be selected according to the actual requirements
Every Monitoring Data result is presented.Meanwhile by the processing to Monitoring Data, when Monitoring Data reaches the early warning value set,
By Comprehensive Evaluation warning module Realtime Alerts., can be by being carried out with personal monitoring's data in order to further determine that actual conditions
Comparative analysis, it is expounded through peer review if necessary, to ensure Monitoring Data and to dangerous accurate of actual field situation.
As shown in Figure 3,4, half lid being best suitable for for the present invention is dug along way Construction of City Tunnel foundation pit supporting construction and prison
The schematic diagram of survey project arrangement.The supporting construction and construction method are got down the highway with being especially suitable for the complicated city of underground piping
Tunnel, it is difficult to using subsurface excavation method, shield method, and cover and cut method is when tunnel needs highway crossing, subway, building foundation
Deng barrier, in order to not influence a kind of construction method of traffic or the use of other city functions.Pouring tunnel foundation ditch retaining wall
The covered structure including longitudinal and transverse beam and trestle plate composition is constructed in earth's surface after stake, temporarily to replace road surface to maintain to hand over
It is logical, excavation is down repeated and adds stull, digs arrive substrate designed elevation always, afterwards since one Rotating fields of bottom according to
Sequence is from bottom to top constructed agent structure and waterproof, until, backfill simultaneously recovers the route of pipe line or the embedded new route of pipe line until basis
Surface is stopped, and the present invention is the most suitable along the Construction Mode of way using half lid digging.The support system includes：Pass through before excavation of foundation pit
Fender post 9 that drilling construction pours, by the Guan Liang 10 of the common stress of consolidation one at the top of fender post, the stack in constructing operation face is provided
Bridge plate 11, the 1st transverse horizontal concrete support 12, provide vertical supporting power lattice column 13, for bracing members both ends support
The horizontal bracing members 15 of the steel purlin 14 of stress, the 2nd ~ 4 transverse direction steel construction, base plate of foundation pit 16, lattice column bottom pile foundation 17,
For the bracing members steel bracket 18 parallel to binder direction, the concrete binder 19 parallel to Guan Liang direction in place.The support system
Both the stabilization during foundation pit construction had been ensure that, meanwhile, demifacet trestle plate lid is dug and demifacet open type can provide constructing operation face
With construction material and the vertical transport passage of equipment, this provides huge convenience for tunnel excavation construction.Demifacet opens wide simultaneously
Side, which is transferred to ground for every Monitoring Data and is connected with automation collection module, provides convenient and possibility.
The project that monitored in real time in work progress（Point position in corresponding diagram 3,4）Including：1st, Guan Liang horizontal displacement and perpendicular
Straight sedimentation；2nd, lattice capital settles vertically；3rd, foundation ditch surrounding ground settles；4th, bracing members axle power；5th, the internal force of guard post（Reinforcing bar
Meter）；6th, building deformation；7th, fender post horizontal distortion（Inclinometer pipe）；8th, Water Level in Foundation Pit（Dewatering well）.
Claims (5)
- A kind of 1. monitoring method of half cover and cut method constructing tunnel, it is characterised in that：The monitoring method includes half lid and digs suitable make Method for tunnel construction, personal monitoring's method and the automatic monitoring method of method；The constructing tunnel side of half described cover and cut method Method is that first half road surface is constructed when deep foundation pit construction, to having poured after tunnel foundation ditch lagging pile in earth's surface handle The covered structure formed including longitudinal and transverse beam and trestle plate has been constructed, and temporarily to replace road surface to maintain traffic, is repeated downwards After excavating and adding stull to certain depth, by top seal, remaining bottom engineering is constructed under the top cover of closing；Separately Half open section carries out outdoor open-cut, digs arrive substrate designed elevation always, afterwards since one Rotating fields of bottom according to Sequence is from bottom to top constructed agent structure and waterproof, until backfill and recovering the route of pipe line or the embedded new route of pipe line until underlying table Stop in face；Described personal monitoring's method is to bury testing element and observation station in fixed position, using total powerstation, spirit level, is answered Power instrument, reinforcing rib meter, inclinometer, pressure gauge or water-level gauge carry out manual measurement and obtain related data, obtain its supporting and protecting system of tunnel Deformation and stressing conditions；Described automatic monitoring method is at significant points, key node, the artificial position for being not easy to monitoring By automatic data collection technology, network wireless mechanics of communication and database application technology, realize and supporting and protecting system of tunnel is deformed With the construction monitoring of stress；The data obtained by personal monitoring's method and automatic monitoring method be complementary to one another and mutually Whether checking, data reach early warning value；If be not reaching to, continue to monitor and construct；If reaching early warning value, weight is carried out Point monitoring, data analysis, scene are checked or stopped work.
- A kind of 2. monitoring method of half cover and cut method constructing tunnel according to claim 1, it is characterised in that：Described Personal monitoring's method is to be monitored at Guan Liang horizontal displacement monitoring using total powerstation, is used at the vertical settlement monitoring of Guan Liang Spirit level monitors, and is monitored at bracing members transverse direction axle power monitoring using axle power meter, reinforcing bar is used at fender post reinforcing bar power monitoring Meter monitoring, is monitored at pile lateral displacement monitoring using inclinometer, is monitored at surrounding buildingses deformation monitoring using spirit level, Monitored, monitored at crater wall soil pressure monitoring using pressure gauge, in base using spirit level at the surface subsidence monitoring of foundation ditch side Cheat and monitored at dewatering well water level monitoring using water-level gauge.
- A kind of 3. monitoring method of half cover and cut method constructing tunnel according to claim 1, it is characterised in that：Described Automatic monitoring method is that displacement meter is used at Guan Liang horizontal displacement monitoring and is furnished with automation collection module, vertical in Guan Liang Hydrostatic level is used at settlement monitoring and is furnished with automation collection module, axle power meter is used at bracing members transverse direction axle power monitoring And it is furnished with automation collection module, reinforcing rib meter is used at fender post reinforcing bar power monitoring and is furnished with automation collection module, in stake Using fixing inclinometer and being furnished with automation collection module at body horizontal displacement monitoring, use and incline at surrounding buildingses deformation monitoring Angle instrument is simultaneously furnished with automation collection module, and hydrostatic level is used at the surface subsidence monitoring of foundation ditch side and is furnished with automation collection Module, pressure gauge is used at crater wall soil pressure monitoring and is furnished with automation collection module, is monitored in base pit dewatering Well Water Level Place is using water-level gauge and is furnished with automation collection module.
- A kind of 4. monitoring system of half cover and cut method constructing tunnel as claimed in claim 1, it is characterised in that：In the system Automatic monitoring system and personal monitoring's system be connected by LAN LANs with center switch, center switch and network High in the clouds storage device is connected by LAN LANs, and center switch is connected with WAN wide area networks by LAN LANs, WAN wide areas Net connection Terminal Server Client or cell-phone customer terminal, center switch and giant-screen are connected by server, LAN LANs；To people The monitoring site that member is difficult to reach uses automatic monitoring system, and the automated detection system is by Guan Liang horizontal displacement monitoring system System, the vertical sedimentation monitoring system of Guan Liang, bracing members transverse direction axle power monitoring system, fender post reinforcing bar power monitoring system, pile body are horizontal System for monitoring displacement, surrounding buildingses DEFORMATION MONITORING SYSTEM, foundation ditch side surface subsidence monitoring system, crater wall soil pressure monitoring system System, base pit dewatering well water level monitoring system, data transfer base station, data receiver base station, automation display platform, data processing are soft Part, data show software composition；Point position more than complicated to situation, live disturbing factor is monitored using personal monitoring's system, Personal monitoring's system is monitored by Guan Liang horizontal displacement monitoring system, the vertical sedimentation monitoring system of Guan Liang, bracing members transverse direction axle power System, fender post reinforcing bar power monitoring system, pile lateral displacement monitoring system, surrounding buildingses DEFORMATION MONITORING SYSTEM, foundation ditch side Table sedimentation monitoring system, crater wall soil pressure monitoring system, base pit dewatering well water level monitoring system composition.
- 5. the monitoring system of half cover and cut method constructing tunnel according to claim 4, it is characterised in that：The Guan Liang water The Guan Liang of flat system for monitoring displacement is provided with Guan Liang horizontal displacement monitoring point, the horizontal steel construction of bracing members transverse direction axle power monitoring system Horizontal support is provided with bracing members axle power monitoring point, and the fender post of fender post reinforcing bar power monitoring system is provided with reinforcing rib meter, surrounding buildingses The Nearby Structure of DEFORMATION MONITORING SYSTEM is provided with building deformation monitoring point, and foundation ditch side surface subsidence monitoring system closes on ground Provided with surface subsidence observation station.
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| CN108038314A (en) * | 2017-12-15 | 2018-05-15 | 佛山市米良仓科技有限公司 | A kind of engineering project deformation monitoring information processing system |
| CN108106594A (en) * | 2017-12-06 | 2018-06-01 | 上海建工五建集团有限公司 | Building deformation method for real-time measurement |
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| CN108844528A (en) * | 2018-05-28 | 2018-11-20 | 中铁五局集团有限公司 | A kind of tunnel survey system |
| CN111768125A (en) * | 2020-07-14 | 2020-10-13 | 中国十七冶集团有限公司 | Foundation pit deformation safety assessment method and system |
| CN113279295A (en) * | 2021-05-13 | 2021-08-20 | 中铁五局集团成都工程有限责任公司 | Construction traffic fluffing method for narrow urban road station in famous-region tourist area |
| CN113701706A (en) * | 2021-08-20 | 2021-11-26 | 南京大学（苏州）高新技术研究院 | Tunnel deformation monitoring optical fiber testing method and system |
| CN113916199A (en) * | 2021-09-27 | 2022-01-11 | 江苏禹治流域管理技术研究院有限公司 | Hydraulic engineering construction safety monitoring method |
| CN114060059A (en) * | 2021-11-15 | 2022-02-18 | 中铁十九局集团第六工程有限公司 | Construction method of tunnel bottom deformation monitoring device |
| CN114111712A (en) * | 2022-01-26 | 2022-03-01 | 天津风霖物联网科技有限公司 | System and method for monitoring building settlement |
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