CN106480871B - A kind of automation settlement monitoring device and method being applicable in Yu Haiyang's land reclamation construction usage - Google Patents
A kind of automation settlement monitoring device and method being applicable in Yu Haiyang's land reclamation construction usage Download PDFInfo
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- CN106480871B CN106480871B CN201611067887.1A CN201611067887A CN106480871B CN 106480871 B CN106480871 B CN 106480871B CN 201611067887 A CN201611067887 A CN 201611067887A CN 106480871 B CN106480871 B CN 106480871B
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
- E02D1/022—Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/10—Miscellaneous comprising sensor means
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- Mining & Mineral Resources (AREA)
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- General Life Sciences & Earth Sciences (AREA)
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Abstract
The invention discloses a kind of automation settlement monitoring device and methods for being applicable in Yu Haiyang's land reclamation construction usage, the device include: be embedded in it is to be measured fill in soil layer and its lower end deeply consolidate soil layer in support construction, it is height-adjustable hollow structure, and a monitoring of structures is at least arranged in its short transverse；It is embedded in the monitoring of structures to be measured filled in soil layer and sedimentation can be synchronized with the sedimentation to be measured for filling soil layer, which includes fluid reservoir, sedimentation inserted sheet and pressure detecting element；It is connected with pressure detecting element to the data acquisition module for acquiring pressure data in real time；And by carrying out data communication with host computer, to by collected pressure data be sent to the data communication module of host computer.The present invention is settling data automatic monitoring device, is not necessarily to artificial execute-in-place, effectively increases measurement frequency and measurement accuracy, and realize remote data acquisition and network real time inspection.
Description
Technical field
The present invention relates to ocean dredge fill settlement monitoring field, particularly relates to a kind of applicable Yu Haiyang's hydraulic reclamation and make
The automation settlement monitoring device and method of land construction usage.
Background technique
Ocean land reclamation is that warp filling construction is formed using waterpower blast method, and hydraulic fill sand is that clay content is less
Medium coarse sand, often by take out the pressure pump of large junk will be underwater a large amount of in sand connect water and mix and be pumped to reclamation district, after water is discharged,
Medium coarse sand has become filling material；It is, in general, that the warp after hydraulic reclamation draining has the biggish compressed coefficient, shear strength
It is lower, have the characteristics that stronger rheological characteristic, thus dribble to pore water pressure, soil body effective stress is gradually increased, volume
After consolidation reduction, the soil body will generate biggish vertical deformation, form settlement of foundation.
Therefore, it in the land reclamation work progress of ocean, needs to be monitored reclamation district sedimentation and deformation, number is monitored with this
According to carrying out arrangement and method for construction adjustment, but since dredge fill reclamation district silt bearing capacity is poor, it is extremely difficult that personnel enter scene,
So that remote automation monitoring scheme has very big advantage and meaning.
For at present, traditional settlement monitoring mode for being applicable in the construction of Yu Haiyang's land reclamation is using magnet ring settlement gauge people
Work monitoring is drilled in predetermined hole location using drilling machine first such as method 1, and depending on hole depth is by sedimentation length of tube, aperture is proper with energy
Magnet ring is put into well to be preferred；It is then placed in sedimentation pipe, sedimentation pipe connects Shi Yaoyong nipple or socket joint type screw thread, keeps shell smooth,
And do not influence moving up and down for magnet ring；It is finally filled and is consolidated with swelling soil ball between sedimentation pipe and hole wall, until bottom first
The absolute altitude of magnet ring is again covered magnet ring on the clay face that sedimentation pipe sends to filling outside with specific purpose tool, is applied certain pressure, is made magnetic
In three iron claws insertion soil on ring, is then filled and consolidated to the absolute altitude of second magnet ring with swelling soil ball again, by above-mentioned side
Method installs second magnet ring, until the magnet ring completed in entire drilling is embedded；Or method 2, using before sedimentation pipe lower opening by magnetic
Ring is mounted on sedimentation pipe by designed distance, is isolated between magnet ring using sedimentation male union (or positioning ring), pore-forming
The sedimentation pipe with magnet ring is inserted in the hole afterwards；Magnet ring is forced to send with sedimentation pipe to designed elevation after joint is hampered；Then will
Sedimentation pipe pulls up 1m upwards, and magnet ring can be made not to be obstructed when moving in each 1m or so range above and below in this way, then settled with fine sand
It is filled between pipe and hole wall to nozzle absolute altitude.
But it should be noted that, it is above-mentioned to need to draw large junk or other heavy-duty machineries ability using magnet ring settlement gauge personal monitoring
Guarantee that personnel enter reclamation district, and consuming is huge, efficiency is extremely low.
Summary of the invention
In view of defects in the prior art, the invention aims to provide a kind of applicable Yu Haiyang's land reclamation construction
The automation settlement monitoring device used, the monitoring device are settling data automatic monitoring device, without artificial scene behaviour
Make, effectively increases measurement frequency and measurement accuracy, and realize remote data acquisition and network real time inspection.
To achieve the goals above, technical solution of the present invention:
A kind of automation settlement monitoring device being applicable in Yu Haiyang's land reclamation construction usage, the device are some or all of
It is arranged to be measured fill in soil layer characterized by comprising
Be embedded in it is to be measured fill in soil layer and its lower end deeply consolidate soil layer in support construction, the support construction be height
Adjustable hollow structure, and a monitoring of structures is at least set in its short transverse；
It is embedded in the monitoring of structures to be measured filled in soil layer and sedimentation can be synchronized with the sedimentation to be measured for filling soil layer,
The monitoring of structures includes being sheathed on the support construction outer wall and the internal fluid reservoir for being preinstalled with liquid solution, several being set to
On the liquid storage tank wall and be intercalated in it is to be measured fill enable fluid reservoir with the sedimentation to be measured for filling soil layer in soil layer and
The sedimentation inserted sheet of synchronous sedimentation and the pressure detecting element being arranged inside the support construction, the pressure detecting element are logical
The connectedness that crossing can move freely is connected to the liquid storage pot bottom, with the number pressure of the liquid solution in real-time detection fluid reservoir
According to；
The data acquisition module being connected with the pressure detecting element, to acquire the pressure data in real time；
The data communication module being connected with the data acquisition module will by carrying out data communication with host computer
The collected pressure data of institute is sent to host computer, to complete the monitoring to constructing soil layer settling data to be measured.
Further, as a preferred solution of the present invention
The support construction include at least one be embedded in it is to be measured fill in soil layer and its lower end deeply consolidate soil layer in
Supporting steel pipe, and each supporting steel pipe is connected as one by connecting sleeve, and then is realized and adjusted institute according to monitoring needs
State the whole height of support construction.
Further, as a preferred solution of the present invention
The supporting steel pipe upper end is arranged with the positioning ring fixed convenient for fluid reservoir positioning.
Further, as a preferred solution of the present invention
The fluid reservoir is the annular fluid reservoir being sheathed on the support construction outer wall, and upper part is connected by ventilation device
Logical ambient atmosphere；Its bottom passes through the connectedness that can be move freely and is connected to the pressure detecting element.
Further, as a preferred solution of the present invention
Described device further includes that the power supply module of power supply is provided for device.
Based on above-mentioned apparatus, it is another object of the present invention to provide a kind of applicable Yu Haiyang's land reclamation construction usage
Monitoring method of the subsidence is automated, to realize the automatic monitoring to be measured for filling soil layer settling data, and then effectively improves measurement frequency
Rate and measurement accuracy, specific steps include:
Step 1 chooses the installation position that monitoring point is automation settlement monitoring device according to monitoring needs；
Step 2 is embedded into the automation settlement monitoring device in be measured fill, and guarantees its support construction in soil layer
Lower end deeply consolidates in soil layer, while filling the thickness of the layer according to be measured, adjusts the support knot of automation settlement monitoring device
The altitude information of structure simultaneously sets gradually several monitoring of structures along the support structure height direction；
Step 3 acquires each pressure detecting element by the data acquisition module of the automation settlement monitoring device in real time
Detected pressure data and the data communication module by carrying out data communication with host computer are by the collected number pressure of institute
According to host computer is sent to, the automatic monitoring to constructing soil layer settling data to be measured is then completed by host computer.
Compared with prior art, beneficial effects of the present invention:
1. the present invention is different from existing settlement monitoring equipment-hydrostatic level, be caused according to liquid level variation it is hydraulic
The principle of variation and design, and then avoid the intrinsic mounting condition limitation of hydrostatic level；
2. the present invention efficiently solves existing dredge fill soil monitoring device-position magnet ring type equipment when being monitored
The drawbacks of measurement is required to manual operation every time, realizes the automatic monitoring of settling data, and substantially increase monitoring efficiency；
3. part detecting element it is mounted on inside support construction by the present invention, it can prevent periphery sediment seawater from corroding,
Durability is guaranteed, and has design structure compact and reasonable, the wider array of advantage of applicability.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of automation settlement monitoring device of the present invention；
Fig. 2 is that relationship top view is laid in supporting steel pipe of the present invention and fluid reservoir position；
Fig. 3 is that relationship cross-sectional view is laid in supporting steel pipe of the present invention and fluid reservoir position；
Structural schematic diagram of the Fig. 4 between supporting steel pipe of the present invention and connecting pipe box；
Fig. 5 is the monitoring principle schematic diagram of automation settlement monitoring device of the present invention；
In figure: 1, supporting steel pipe, 2, snorkel, 3, annular fluid reservoir, 31, venthole, 32, water outlet, 4, sedimentation inserted sheet,
5, connectedness, 6, pressure transmitter, 7, communication cable, 8, positioning ring, 9, data acquisition module, 10, data communication module, 11,
Connecting sleeve, 12, bolt.
Specific embodiment
To make the object, technical solutions and advantages of the present invention clearer, below in conjunction with attached in the embodiment of the present invention
Figure, is clearly and completely described technical solution of the present invention, it is clear that described embodiment is that a part of the invention is real
Example is applied, instead of all the embodiments.Based on the embodiments of the present invention, those of ordinary skill in the art are not making creation
Property labour under the premise of every other embodiment obtained, shall fall within the protection scope of the present invention.
It can not achieve the defect of automation settlement monitoring to effectively solve the hydraulic reclamation soil body in the construction of ocean land reclamation,
The present invention devises a kind of automation settlement monitoring device for being applicable in Yu Haiyang's land reclamation construction usage, is improving survey to reach
While measuring frequency and measurement accuracy, realizes and be not necessarily to artificial execute-in-place, and can be real-time by remote data acquisition and network
The effect checked；Specifically, the device it is some or all of be arranged at it is to be measured fill in soil layer, such as Fig. 1-Fig. 4, feature exists
In the device includes:
(1) be embedded in it is to be measured fill in soil layer and its lower end deeply consolidate soil layer in, as support stake support construction, should
Support construction is height-adjustable hollow structure, and a monitoring of structures is at least arranged in its short transverse, the firm soil
Layer refers to the soil layer construction that will not be settled for being not required to monitoring；Further, as preferred embodiment of the invention, the support
Structure include at least one be embedded in it is to be measured fill in soil layer and its lower end and deeply consolidate supporting steel pipe 1 in soil layer, and it is each
The supporting steel pipe 1 is connected as one by connecting sleeve 11, and then is realized and adjusted the support construction according to monitoring needs
Whole height.Such as, if the soil thickness to be measured that fills is 10m, and each supporting steel pipe range 2m can will using connecting sleeve when installation
5 supporting steel pipes are sequentially connected the support construction for 10m long, and fixed by bolt 12 between connecting sleeve and every section supporting steel pipe
Connection, such as Fig. 4, in this way can unlimited length extension support structure height or be length, to improve the practicality and convenience
Property；Further, as preferred embodiment of the invention, sealing structure is arranged when connecting in the supporting steel pipe 1, around preventing
Silt enters, and obstructs sea water intrusion, so effective protection be set to its internal sensor-pressure transmitter 6, communication cable 7,
The elements such as snorkel 2 and pipe fitting；Further, as preferred embodiment of the invention, 1 upper end of supporting steel pipe is arranged with
Convenient for the positioning ring 8 that fluid reservoir positioning is fixed.
(2) it is embedded in the monitoring knot to be measured filled in soil layer and sedimentation can be synchronized with the sedimentation to be measured for filling soil layer
Structure, the monitoring of structures include being sheathed on the support construction outer wall and internal fluid reservoir, the Ruo Ganshe for being preinstalled with liquid solution
Being placed on the liquid storage tank wall and being intercalated in be measured fill enables fluid reservoir to fill the heavy of soil layer with to be measured in soil layer
The pressure detecting element for dropping and synchronizing the sedimentation inserted sheet 4 of sedimentation and being arranged inside the support construction, the pressure detecting
Element passes through the connectedness 5 that can be move freely and is connected to the liquid storage pot bottom, with the liquid solution in real-time detection fluid reservoir
Pressure data, such as Fig. 1；Further, as preferred embodiment of the invention, the fluid reservoir is to be sheathed on the supporting steel pipe
Annular fluid reservoir 3 on 1 outer wall and certain distance preferably spaced apart between annular fluid reservoir 3 and the outer wall of supporting steel pipe 1, such as Fig. 2-
3, enable annular fluid reservoir 3 freely to synchronize sedimentation with the sedimentation for filling soil layer is surveyed, venthole 31 is arranged simultaneously in upper part
Ambient atmosphere is connected to by ventilation device-snorkel 2；Its bottom is provided with water outlet 32, passes through the connectedness 5 that can be move freely
It being connected to the pressure detecting element, described move freely refers to that connectedness length should be greater than support construction length, so that its
Small range can be carried out along the short transverse of the supporting steel pipe to move, it is such to design so that the annular fluid reservoir is in week
When enclosing the soil body and settling, it can settle together, when the height between the annular fluid reservoir and pressure detecting element becomes smaller, pressure
The fluid pressure that detecting element measures accordingly becomes smaller, and measured height difference delta data is acquired by data acquisition module 9, preferably
Its full of fluid reservoir volume 3/4, further, as preferred embodiment of the invention, the sedimentation inserted sheet 4 be thin slice knot
Structure, be intercalated in it is to be measured fill soil layer and combine closely with the soil layer to be measured that fills of surrounding, thus when the extraneous soil body settles
When, drive the synchronous sedimentation of annular fluid reservoir.Further, as preferred embodiment of the invention, the pressure detecting element is used
Pressure transmitter 6 is fixed in inside supporting steel pipe 1, and desired positions consolidate on soil layer, to guarantee that it is not produced with surrounding soil
Raw sedimentation is connected to the annular fluid reservoir 3 for being fixed on support construction top by such as water pipe of connectedness 5 that can be move freely,
To detect the fluid pressure in fluid reservoir, and data acquisition module 9 is sent to after pressure value is converted to digital signal.
(3) data acquisition module 9 being connected with the pressure detecting element, to acquire the number pressure in real time
According to；Further, as preferred embodiment of the invention, the data acquisition module is by being set to inside the supporting steel pipe
Communication cable 7 is connect with the pressure detecting element is fixed on, and is sent the collected data of institute by data communication module 10
Return host computer or server.
(4) data communication module 10 being connected with the data acquisition module is logical by carrying out data with host computer
The collected pressure data of institute is sent to host computer, to complete the monitoring to constructing soil layer settling data to be measured by letter.Further
, as preferred embodiment of the invention, the data communication module uses GPRS communication module, further, as the present invention
Preferred embodiment, described device further includes that the power supply module of power supply is provided for device.Further, as of the invention preferred
Example, the power supply module use solar powered mode to provide power supply for device comprising supplying cell, solar panel
And power-supply controller of electric etc..
Based on above-mentioned apparatus, a kind of automation sedimentation for being applicable in Yu Haiyang's land reclamation construction usage is had also been devised in the present invention
Monitoring method to realize the automatic monitoring to be measured for filling soil layer settling data, and then effectively improves measurement frequency and measurement essence
Degree, specific steps include:
Step 1, foundation monitoring needs choose the laying position that several monitoring points determine automation settlement monitoring device in advance
It sets；
Step 2, to be measured fill corresponding to each monitoring point are embedded into the automation settlement monitoring device in soil layer, and
Guarantee that the lower end of its support construction deeply consolidates in soil layer, while filling the thickness of the layer according to be measured, adjusts automation sedimentation
The altitude information of the support construction of monitoring device simultaneously sets gradually several monitoring of structures along the support structure height direction；
Further, it as preferred embodiment of the invention, is drilled using drilling machine, hole depth needs to meet steel-pipe pile insertion depth and reaches
It will not be settled that is, after the lower end insertion of supporting steel pipe 1 to firm soil layer；Further, as preferred reality of the invention
Example is not needed to carry out data monitoring in soil layer, be can be used and branch since 1 lower end of supporting steel pipe directly deeply consolidates
It supports steel pipe to be inserted into firm soil layer with the steel pipe of size, while filling the thickness of the layer and each supporting steel pipe tool according to be measured
Body length sets the specific joint number of supporting steel pipe, for example, it is to be measured fill soil layer with a thickness of 10m, each supporting steel pipe length is 2m,
Then 5 supporting steel pipes can be sequentially connected the support construction for 10m long by 4 connecting sleeves by 5 section supporting steel pipes, if while
Hierarchical monitor need to be carried out to constructing soil layer to be measured, a monitoring point need to be arranged deeply, then can set gradually 5 along short transverse by such as every 2m
A monitoring of structures.Further, as preferred embodiment of the invention, after being sequentially connected every section supporting steel pipe, in ring
Appropriate amount of fluid is poured into shape fluid reservoir and adjusts the position of fluid reservoir to positioning ring, and whole device is gradually put into and is drilled
Hole in；Preferably, the liquid using anti-icing fluid and adds a small amount of oily mixed liquor, so that it can be formed in liquid surface
Oil film prevents from evaporating, and prevents detection error caused by the volume change due to caused by temperature.Further, as of the invention
Preferred embodiment, before connecting supporting steel pipe, pressure transmitter, communication cable, the snorkel being placed in it in advance are installed simultaneously
Notice that sealing prevents silt from entering；After pressure transmitter is installed in place, data acquisition module is accessed by communication cable, and will
Data acquisition module, data communication module etc. are fixedly installed at the top of supporting steel pipe.
Step 3 acquires each pressure detecting element by the data acquisition module of the automation settlement monitoring device in real time
Detected pressure data and the data communication module by carrying out data communication with host computer are by the collected number pressure of institute
According to host computer is sent to, the automatic monitoring to constructing soil layer settling data to be measured is then completed by host computer.
Design principle of the invention simultaneously are as follows: as shown in Figure 5, wherein annular fluid reservoir when a1 indicates not settle
Position, the position of annular fluid reservoir when a2 indicates to settle, potential pressure between the two are Δ h, and Δ h is also referred to as soil body sedimentation
Amount, b indicate that supporting steel pipe, c indicate pressure transmitter, and d indicates firm soil layer, specifically, due to the soil around annular fluid reservoir
Body sedimentation annular fluid reservoir can be caused to generate sedimentation therewith, internal liquid level also decreases so that pressure transmitter and
The liquid level height difference of annular liquid storage jar liquid surface reduces；The liquid level height difference reduction fluid pressure that then pressure transmitter measures reduces this and subtracts
Caused by small amount is the height of liquid level (fluid reservoir) decline, therefore the corresponding height difference of amount that the pressure measured reduces is week
The settling amount of the soil body is enclosed, specifically, when liquid-level pressure variation switchs to the height difference of corresponding decline: assuming that the density of the liquid used is
ρ, h are liquid level, then the pressure that liquid generates is p=ρ gh, when soil body settling amount is Δ h, the then pressure that pressure transmitter measures
Power reduced value is Δ p=ρ g Δ h, so the specific settling amount of surrounding soil is known when measuring pressure change.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (4)
1. a kind of automation settlement monitoring device for being applicable in Yu Haiyang's land reclamation construction usage, some or all of quilt of the device
It is set to be measured fill in soil layer characterized by comprising
Be embedded in it is to be measured fill in soil layer and its lower end deeply consolidate soil layer in support construction, the support construction be height it is adjustable
Hollow structure, and a monitoring of structures is at least set in its short transverse；
It is embedded in the monitoring of structures to be measured filled in soil layer and sedimentation can be synchronized with the sedimentation to be measured for filling soil layer, the prison
Geodesic structure include be sheathed on the support construction outer wall and the internal fluid reservoir for being preinstalled with liquid solution, it is several be set to it is described
On liquid storage tank wall and it is intercalated in be measured fill fluid reservoir is enabled to synchronize in soil layer with the sedimentation to be measured for filling soil layer
The sedimentation inserted sheet of sedimentation；
The pressure detecting element being arranged inside the support construction, the pressure detecting element pass through connectedness and the liquid storage
Pot bottom connection, with the pressure data of the liquid solution in real-time detection fluid reservoir；
The data acquisition module being connected with the pressure detecting element, to acquire the pressure data in real time；
The data communication module being connected with the data acquisition module will be adopted by carrying out data communication with host computer
The pressure data collected is sent to host computer, to complete the monitoring to constructing soil layer settling data to be measured；
The support construction includes that at least one is embedded in the supporting steel pipe to be measured filled in soil layer, and each supporting steel pipe
It is connected as one by connecting sleeve, support construction lower end deeply consolidates in soil layer, and then realizes and adjust institute according to monitoring needs
State the whole height of support construction；
Sealing structure is arranged when connecting in the supporting steel pipe；
The fluid reservoir is the annular fluid reservoir being sheathed on the support construction outer wall, and upper part is connected to outer by ventilation device
Boundary's atmosphere, bottom are connected to by connectedness with the pressure detecting element.
2. automation settlement monitoring device according to claim 1, it is characterised in that:
The supporting steel pipe upper end is arranged with the positioning ring fixed convenient for fluid reservoir positioning.
3. automation settlement monitoring device according to claim 1, it is characterised in that:
Described device further includes that the power supply module of power supply is provided for device.
4. a kind of automation Monitoring method of the subsidence based on claim 1-3 any one described device, it is characterised in that including
Following steps:
Step 1 chooses the installation position that monitoring point is automation settlement monitoring device according to monitoring needs；
Step 2 is embedded into the automation settlement monitoring device in be measured fill, and guarantees the lower end of its support construction in soil layer
It deeply consolidates in soil layer, while filling the thickness of the layer according to be measured, adjust the support construction of automation settlement monitoring device
Altitude information simultaneously sets gradually several monitoring of structures along the support structure height direction；
Step 3 is acquired each pressure detecting element in real time and is examined by the data acquisition module of the automation settlement monitoring device
The pressure data and the data communication module by carrying out data communication with host computer measured sends out the collected pressure data of institute
It send to host computer, the automatic monitoring to constructing soil layer settling data to be measured is then completed by host computer.
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| CN108225266A (en) * | 2018-03-14 | 2018-06-29 | 交通运输部天津水运工程科学研究所 | A kind of delaminating deposition measuring device |
| CN109827542A (en) * | 2019-03-20 | 2019-05-31 | 交通运输部天津水运工程科学研究所 | A kind of settlement of foundation automated watch-keeping facility based on laser ranging module |
| CN110553623A (en) * | 2019-10-21 | 2019-12-10 | 天元建设集团有限公司 | template settlement monitoring and alarming system and construction method thereof |
| CN111637862A (en) * | 2020-05-22 | 2020-09-08 | 宁波冶金勘察设计研究股份有限公司 | Settlement monitoring device |
| CN113984008A (en) * | 2021-11-24 | 2022-01-28 | 华侨大学 | Surcharge preloading ground surface settlement monitoring device and monitoring method based on hydraulic pressure difference principle |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11173842A (en) * | 1997-12-11 | 1999-07-02 | Toyoko Hermes:Kk | Subsidence measuring method |
| CN102607518A (en) * | 2012-02-22 | 2012-07-25 | 石家庄铁道大学 | Horizontal multipoint settlement monitoring device and monitoring method thereof based on hydraulic measurement |
| CN103512550A (en) * | 2012-06-26 | 2014-01-15 | 上海勘测设计研究院 | Deepwater embankment foundation settlement viewer |
| CN104406568A (en) * | 2014-11-19 | 2015-03-11 | 浙江广川工程咨询有限公司 | Device and method for monitoring settlement of ground surface in deep water area |
| CN104792304A (en) * | 2015-04-29 | 2015-07-22 | 中交上海三航科学研究院有限公司 | Hydraulic type layered settlement gauge, burying method and measuring method |
| CN105203079A (en) * | 2015-10-24 | 2015-12-30 | 湖南北斗星空检测科技有限公司 | Settlement monitoring system based on piezoresistive level gauge and control method of settlement monitoring system |
| CN206220082U (en) * | 2016-11-28 | 2017-06-06 | 大连海大恒信土木工程技术有限公司 | A kind of automation settlement monitoring device for being applicable Yu Haiyang land reclamation construction usage |
-
2016
- 2016-11-28 CN CN201611067887.1A patent/CN106480871B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11173842A (en) * | 1997-12-11 | 1999-07-02 | Toyoko Hermes:Kk | Subsidence measuring method |
| CN102607518A (en) * | 2012-02-22 | 2012-07-25 | 石家庄铁道大学 | Horizontal multipoint settlement monitoring device and monitoring method thereof based on hydraulic measurement |
| CN103512550A (en) * | 2012-06-26 | 2014-01-15 | 上海勘测设计研究院 | Deepwater embankment foundation settlement viewer |
| CN104406568A (en) * | 2014-11-19 | 2015-03-11 | 浙江广川工程咨询有限公司 | Device and method for monitoring settlement of ground surface in deep water area |
| CN104792304A (en) * | 2015-04-29 | 2015-07-22 | 中交上海三航科学研究院有限公司 | Hydraulic type layered settlement gauge, burying method and measuring method |
| CN105203079A (en) * | 2015-10-24 | 2015-12-30 | 湖南北斗星空检测科技有限公司 | Settlement monitoring system based on piezoresistive level gauge and control method of settlement monitoring system |
| CN206220082U (en) * | 2016-11-28 | 2017-06-06 | 大连海大恒信土木工程技术有限公司 | A kind of automation settlement monitoring device for being applicable Yu Haiyang land reclamation construction usage |
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