CN203642910U - Dual-pore water pressure gauge-based settlement measurement device and system - Google Patents
Dual-pore water pressure gauge-based settlement measurement device and system Download PDFInfo
- Publication number
- CN203642910U CN203642910U CN201320784078.8U CN201320784078U CN203642910U CN 203642910 U CN203642910 U CN 203642910U CN 201320784078 U CN201320784078 U CN 201320784078U CN 203642910 U CN203642910 U CN 203642910U
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- China
- Prior art keywords
- pressure gauge
- wire
- pore pressure
- type vibration
- water pressure
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- Expired - Lifetime
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- 239000011148 porous material Substances 0.000 title claims abstract description 39
- 238000005259 measurement Methods 0.000 title claims abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title abstract description 38
- 230000001681 protective effect Effects 0.000 claims abstract description 20
- 239000007788 liquid Substances 0.000 claims description 17
- 230000009977 dual effect Effects 0.000 claims description 14
- 229910001220 stainless steel Inorganic materials 0.000 claims description 7
- 239000010935 stainless steel Substances 0.000 claims description 7
- 239000004677 Nylon Substances 0.000 claims description 5
- 229920001778 nylon Polymers 0.000 claims description 5
- 238000007789 sealing Methods 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 abstract 1
- 238000000576 coating method Methods 0.000 abstract 1
- 230000035945 sensitivity Effects 0.000 abstract 1
- 238000004062 sedimentation Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 6
- 238000000691 measurement method Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000009835 boiling Methods 0.000 description 2
- 238000001704 evaporation Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000010998 test method Methods 0.000 description 2
- 239000006096 absorbing agent Substances 0.000 description 1
- 230000001133 acceleration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Images
Abstract
The utility model discloses a dual-pore water pressure gauge-based settlement measurement device and a dual-pore water pressure gauge-based settlement measurement system. An observation device comprises an observation pipe, a first vibration wire type pore water pressure gauge and a second vibration wire type pore water pressure gauge communicated with the observation pipe through a guide pipe, a protective jacket coating the periphery of the guide pipe, a first wire connected with the first vibration wire type pore water pressure gauge, a second wire connected with the second vibration wire type pore water pressure gauge, a protective cover used for shielding the end of the observation pipe, and a first protective box and a second protective box which are used for respectively holding the tail end of the first wire and the tail end of the second wire. The device has the advantages of small size, light weight, high sensitivity, simplicity in operation, difficulty in occurrence of observation errors, reliability in operation, long service life and the like and can be widely applied to settlement measurement of various buildings.
Description
Technical field
The utility model relates to settlement measuring device, especially a kind of based on basis of dual porosity water pressure instrumentation settlement measuring device.
Background technology
Highway, railway or other buildingss generally can relate to the sedimentation of ground.In order to guarantee the quality of engineering, need to measure it.Adopting is at present on-the-spot settlement measurement method, Settlement Profiler method of testing and flush type settlement measurement method.
Wherein, on-the-spot settlement measurement method, by burying settlement plate underground, above connects sedimentation mark, measures the variation of its height with spirit-leveling instrument, in layer fills with embankment, and mark post also must one saves and connects height.This not only bothers, and also disturbs construction, and settlement plate is easily destroyed by Construction traffic, near banket can not compacting, each adapter wasted time and energy, highway open to traffic also will carry out settlement monitoring, observation personnel walk up and down, and to affect traffic also dangerous.
The result of Settlement Profiler method of testing is the sedimentation of observation the entire profile, and in Practical Project, only need to survey in road and the sedimentation of curb, and this is just equivalent to increase observation cost; Also very bothersome when measurement.
Flush type settlement measurement method is by pipeline, sedimentation container to be connected with sighting tube, only has when being full of water in sighting tube, and the water level of guarantee sedimentation pipe is consistent with sighting tube; In observation process, the cap of sighting tube need to be untied, moisture wherein can evaporate to some extent, affects accuracy of measurement.
Utility model content
Utility model object: the utility model will provide a kind of based on basis of dual porosity water pressure instrumentation settlement measuring device and recording geometry, to address the above problem.
Technical scheme: one comprises sighting tube based on basis of dual porosity water pressure instrumentation settlement measuring device, the the first type vibration wire pore pressure gauge being communicated with sighting tube by conduit respectively and the second type vibration wire pore pressure gauge, be coated on the protective sleeve of conduit periphery, the first wire being connected with the first type vibration wire pore pressure gauge, the second wire being connected with the second type vibration wire pore pressure gauge, for covering the protective cover of sighting tube end and accommodating respectively the first protection box and the second protection box of described the first wire end and the second wire end.
Further, described conduit is nylon tube.Described protective sleeve is PE cover.Described the first protection box and the second protection box are stainless steel box.
A kind of based on basis of dual porosity water pressure instrumentation settlement measurement system, comprise sighting tube, the the first type vibration wire pore pressure gauge being communicated with sighting tube by conduit and the second type vibration wire pore pressure gauge, be placed in the observation liquid in conduit and sighting tube, float on the sealing liquid of observation liquid liquid level, the first wire being connected with the first type vibration wire pore pressure gauge, the second wire being connected with the second type vibration wire pore pressure gauge, for covering the protective cover of sighting tube end, accommodate respectively the first protection box and the second protection box of described the first wire end and the second wire end, and frequency recorder for being electrically connected with the first wire or the second wire, described conduit periphery is coated with protective sleeve.
Further, described conduit is nylon tube.Described protective sleeve is PE cover.Described the first protection box and the second protection box are stainless steel box.
Beneficial effect: it is little, lightweight, highly sensitive to the utlity model has size, convenient operation, is not prone to observation mistake, reliable operation, and the advantage such as long service life, the sedimentation that can be widely used in measuring various buildingss.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of the utility model water absorber;
Fig. 3 is the structural representation of the utility model water filling device.
Embodiment
As shown in Figure 1 to Figure 3, of the present utility modelly mainly comprise sighting tube 3 based on basis of dual porosity water pressure instrumentation settlement measuring device, the the first type vibration wire pore pressure gauge 1 being communicated with sighting tube by conduit 4 and the second type vibration wire pore pressure gauge 2, be coated on the protective sleeve 5 of conduit 4 peripheries, the first wire 61 being connected with the first type vibration wire pore pressure gauge 1, the second wire 62 being connected with the second type vibration wire pore pressure gauge, for covering the protective cover 7 of sighting tube 3 ends and accommodating respectively the first protection box 91 and the second protection box 92 of described the first wire 61 ends and the second wire 62 ends.
In the time of engineering construction, conduit is for can adopt nylon tube, and protection can adopt PE cover, and the first protection box and the second protection box can adopt stainless steel box.
Further; the utility model also comprises other devices; with composition measuring system, be for example placed in the observation liquid 12 in conduit and sighting tube, the sealing liquid 13 that floats on observation liquid liquid level, the frequency recorder for being electrically connected with the first wire or the second wire, described conduit periphery is coated with protective sleeve 5.
Implementation process of the present utility model is as follows: first connect respectively with two apertures of two sections of conduits and sighting tube bottom, to observe again liquid (for example air free water) inject sighting tube, treat that two sections of conduit other ends have liquid to flow out, the port of two sections of conduits is connected in observation liquid with the first type vibration wire pore pressure gauge, the second type vibration wire pore pressure gauge respectively, in case there is air to enter in conduit.Keep there is appropriate observation liquid in sighting tube; again the first type vibration wire pore pressure gauge is embedded in to the tested point place under embankment 8; catheter jacket is protected with protection tube; lay sand bed protection around, the wire of the second type vibration wire pore pressure gauge is adjourned non-construction area on ground, and sighting tube is placed in non-construction area; sighting tube bottom is protected with sand; fixedly make sighting tube vertical around, sighting tube opening part is applied mechanically protective cover, avoids evaporating and enters with rainy day rainwater.By the wire that the connects type vibration wire pore pressure gauge ground of also moving out, last two terminals should be positioned over respectively stainless steel box the inside, avoid geomantic omen Exposure to Sunlight.
Measuring process of the present utility model is as follows: survey crew frequency of utilization instrument is clamped the joint of the wire that is placed on stainless steel box the inside, and the frequency of reading is the frequency of type vibration wire pore pressure gauge, type vibration wire pore pressure gauge.The frequency that note records the first type vibration wire pore pressure gauge, the second type vibration wire pore pressure gauge is for the first time respectively f
i, f
j, record for the second time frequency and be respectively f
i+1, f
j+1, bring settlement formula into
Wherein: S unit is mm; K is the sensor coefficient of pore pressure gauge, and unit is kPa/Hz
2;
F
i, f
j, f
i+1, f
j+1unit is Hz; ρ represents the density of air free water, is 1.0 × 10
3kg/m
3; G represents acceleration of gravity, and unit is m/s
2.
When observation liquid is while being water, be the low gas content amount guaranteeing in water, in order to avoid the degree of accuracy of settlement measurement is impacted, can adopt with the following method: clean water is boiled to 3 minutes, cooling, the unsuitable long storage time of cold boiling water, unless in container without air and airtight.When cold boiling water is proceeded to another tank by a container, can not pour into.While pouring into, can in air, form water column, by the water inlet of air band.Have special water-absorbing cylinder 11, water is sucked water storage cylinder 10 from bottom.While water being injected to sighting tube 3 from water storage cylinder 10, must be by water pipe from sighting tube bottom water outlet, water delivering orifice is progressively submerged in the water of sighting tube.After pipe system is poured water, oil is poured on sighting tube 3 waters surface to about 1mm thick, prevents that air from entering and being dissolved in the water from the water surface.
In a word, the utility model adopts buried metering system, does not disturb construction, can be widely used in various buildingss, especially can be used for directly using spirit-leveling instrument to measure.Precision of the present utility model is higher, and error is mm level.The frequency that survey crew only need to be measured two type vibration wire pore pressure gauges can complete surveying work, easy to operate, to measuring the requirement of personnel's technical quality far below using spirit-leveling instrument, therefore misoperation possibility reduces greatly.In addition, its size of type vibration wire pore pressure gauge is little, lightweight, highly sensitive, reliable operation, long service life.Because this device need not be measured water level, avoid also needing in disclosed flush type settlement measuring device untiing that sighting tube cap is measured water level and the moisture evaporation that may cause.
Below describe by reference to the accompanying drawings preferred implementation of the present utility model in detail; but; the utility model is not limited to the detail in above-mentioned embodiment; within the scope of technical conceive of the present utility model; can carry out multiple equivalents to the technical solution of the utility model, these equivalents all belong to protection domain of the present utility model.
It should be noted that in addition each the concrete technical characterictic described in above-mentioned embodiment, in reconcilable situation, can combine by any suitable mode.For fear of unnecessary repetition, the utility model is to the explanation no longer separately of various possible array modes.
In addition, also can carry out combination in any between various embodiment of the present utility model, as long as it is without prejudice to thought of the present utility model, it should be considered as content disclosed in the utility model equally.
Claims (8)
1. the settlement measuring device based on basis of dual porosity WG, it is characterized in that, comprise sighting tube (3), the the first type vibration wire pore pressure gauge (1) and the second type vibration wire pore pressure gauge (2) that are communicated with sighting tube by conduit (4) respectively, be coated on the protective sleeve (5) of conduit periphery, the first wire (61) being connected with the first type vibration wire pore pressure gauge (1), the second wire (62) being connected with the second type vibration wire pore pressure gauge, be used for covering the protective cover (7) of sighting tube (3) end and accommodate respectively described the first wire (61) end and the first protection box (91) of the second wire (62) end and the second protection box (92).
2. the settlement measuring device based on basis of dual porosity WG as claimed in claim 1, is characterized in that, described conduit is nylon tube.
3. the settlement measuring device based on basis of dual porosity WG as claimed in claim 1, is characterized in that, described protective sleeve is PE cover.
4. the settlement measuring device based on basis of dual porosity WG as claimed in claim 1, is characterized in that, described the first protection box and the second protection box are stainless steel box.
5. the settlement measurement system based on basis of dual porosity WG, it is characterized in that, comprise sighting tube (3), the the first type vibration wire pore pressure gauge (1) being communicated with sighting tube (3) by conduit (4) and the second type vibration wire pore pressure gauge (2), be placed in the observation liquid (12) in conduit and sighting tube, float on the sealing liquid (13) of observation liquid liquid level, the first wire (61) being connected with the first type vibration wire pore pressure gauge (1), the second wire (62) being connected with the second type vibration wire pore pressure gauge, be used for covering the protective cover (7) of sighting tube (3) end, accommodate respectively the first protection box (91) and the second protection box (92) of described the first wire (61) end and the second wire (62) end, and frequency recorder for being electrically connected with the first wire or the second wire, described conduit periphery is coated with protective sleeve (5).
6. the settlement measurement system based on basis of dual porosity WG as claimed in claim 5, is characterized in that, described conduit is nylon tube.
7. the settlement measurement system based on basis of dual porosity WG as claimed in claim 5, is characterized in that, described protective sleeve is PE cover.
8. the settlement measurement system based on basis of dual porosity WG as claimed in claim 5, is characterized in that, described the first protection box and the second protection box are stainless steel box.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320784078.8U CN203642910U (en) | 2013-12-02 | 2013-12-02 | Dual-pore water pressure gauge-based settlement measurement device and system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320784078.8U CN203642910U (en) | 2013-12-02 | 2013-12-02 | Dual-pore water pressure gauge-based settlement measurement device and system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203642910U true CN203642910U (en) | 2014-06-11 |
Family
ID=50874145
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320784078.8U Expired - Lifetime CN203642910U (en) | 2013-12-02 | 2013-12-02 | Dual-pore water pressure gauge-based settlement measurement device and system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203642910U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105716570A (en) * | 2016-01-28 | 2016-06-29 | 河海大学 | Adjustable settlement measurement device based on multiple resistance type pore pressure meters and measurement method |
| CN107083769A (en) * | 2017-06-23 | 2017-08-22 | 交通运输部天津水运工程科学研究所 | A kind of type vibration wire pore pressure gauge negative pressure calibration device and method |
| CN110207652A (en) * | 2019-06-11 | 2019-09-06 | 中铁一局集团有限公司 | A kind of pressure line settlement observer using law of connected vessels |
-
2013
- 2013-12-02 CN CN201320784078.8U patent/CN203642910U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105716570A (en) * | 2016-01-28 | 2016-06-29 | 河海大学 | Adjustable settlement measurement device based on multiple resistance type pore pressure meters and measurement method |
| CN105716570B (en) * | 2016-01-28 | 2018-03-16 | 河海大学 | A kind of adjustable settlement measuring device and measuring method based on more resistance-type pore pressure meters |
| CN107083769A (en) * | 2017-06-23 | 2017-08-22 | 交通运输部天津水运工程科学研究所 | A kind of type vibration wire pore pressure gauge negative pressure calibration device and method |
| CN110207652A (en) * | 2019-06-11 | 2019-09-06 | 中铁一局集团有限公司 | A kind of pressure line settlement observer using law of connected vessels |
| CN110207652B (en) * | 2019-06-11 | 2021-05-04 | 中铁一局集团有限公司 | Pressure pipeline settlement observation device utilizing communicating vessel principle |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Guangdong Yue Hydropower Engineering Construction Co.,Ltd. Assignor: Hohai University Contract record no.: 2019320000005 Denomination of utility model: Dual-pore water pressure gauge-based settlement measurement device and system Granted publication date: 20140611 License type: Common License Record date: 20190108 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: JIANGSU YUANNENG ELECTRIC POWER ENGINEERING Co.,Ltd. Assignor: Hohai University Contract record no.: 2019320000089 Denomination of utility model: Dual-pore water pressure gauge-based settlement measurement device and system Granted publication date: 20140611 License type: Common License Record date: 20190327 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EC01 | Cancellation of recordation of patent licensing contract |
Assignee: JIANGSU YUANNENG ELECTRIC POWER ENGINEERING Co.,Ltd. Assignor: HOHAI University Contract record no.: 2019320000089 Date of cancellation: 20221101 |
|
| EC01 | Cancellation of recordation of patent licensing contract | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140611 |
|
| CX01 | Expiry of patent term |