CN206862446U - A kind of inclinometer pipe available for Water Level in Foundation Pit monitoring - Google Patents
A kind of inclinometer pipe available for Water Level in Foundation Pit monitoring Download PDFInfo
- Publication number
- CN206862446U CN206862446U CN201720323134.6U CN201720323134U CN206862446U CN 206862446 U CN206862446 U CN 206862446U CN 201720323134 U CN201720323134 U CN 201720323134U CN 206862446 U CN206862446 U CN 206862446U
- Authority
- CN
- China
- Prior art keywords
- inclinometer pipe
- permeable
- pipe
- water level
- foundation pit
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 25
- 238000012544 monitoring process Methods 0.000 title claims abstract description 17
- 239000004744 fabric Substances 0.000 claims abstract description 19
- 238000007789 sealing Methods 0.000 claims description 6
- 239000004746 geotextile Substances 0.000 claims description 5
- 239000003292 glue Substances 0.000 claims description 4
- 230000002262 irrigation Effects 0.000 abstract 1
- 238000003973 irrigation Methods 0.000 abstract 1
- 238000001514 detection method Methods 0.000 description 7
- 239000003673 groundwater Substances 0.000 description 4
- 239000002689 soil Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
Abstract
The utility model discloses a kind of inclinometer pipe available for Water Level in Foundation Pit monitoring, belong to inclinometer pipe field, it is desirable to provide a kind of inclinometer pipe available for Water Level in Foundation Pit monitoring, it can reduce the blocked situation of permeable hole one.Its drip irrigation device is：A kind of inclinometer pipe available for Water Level in Foundation Pit monitoring, including inclinometer pipe and socket pipe, uniform some permeable holes one on the inclinometer pipe, the limit deviational survey pipe outer wall, which is located at the region of permeable hole one and set, is coated with permeable cloth.
Description
Technical field
It the utility model is related to a kind of inclinometer pipe, more particularly to a kind of inclinometer pipe available for Water Level in Foundation Pit monitoring.
Background technology
Inclinometer pipe is a part for inclinometer, inclinometer be it is a kind of be used to measuring drilling, foundation ditch, foundation, wall and
The drift angle of the engineering structures such as dam body slope, azimuthal instrument.
Inclinometer pipe is frequently utilized that in pit retaining monitoring to detect the level of ground water in foundation ditch.Opened up in the side wall of inclinometer pipe
Inclinometer pipe, is then embedded in foundation ditch by water hole one, allows underground water to be entered by detection hole in inclinometer pipe, then in inclinometer pipe
Interior measurement water level.But the permeable hole one on the inclinometer pipe in embedment foundation ditch is often blocked, and causes water level monitoring not continue
Carry out.
Utility model content
The purpose of this utility model is to provide a kind of inclinometer pipe available for Water Level in Foundation Pit monitoring, and it can reduce permeable hole
One blocked situation.
Above-mentioned technical purpose of the present utility model technical scheme is that：
A kind of inclinometer pipe available for Water Level in Foundation Pit monitoring, including inclinometer pipe and socket pipe, the deviational survey pipe outer wall and set
Nozzle inner wall sets guide groove and is oriented to fin respectively, uniform some permeable holes one on the inclinometer pipe, and the permeable hole
The position where guide groove is avoided in one position, the deviational survey pipe outer wall be located at the region of permeable hole one set be coated with it is permeable
Cloth.
By such scheme, the permeable cloth that inclinometer pipe connection coats thereon is embedded to underground together, underground water can pass through
Permeable cloth is entered in inclinometer pipe, and so as to the detection for level of ground water, and the soil of underground will be kept off in deviational survey by permeable cloth
Pipe is outer, so as to alleviate the phenomenon that permeable hole one is blocked by mud.
Further, the permeable hole one is inwardly set from deviational survey pipe outer wall and its hole depth is less than the wall thickness of inclinometer pipe,
The permeable hole one is provided with some permeable holes two close to the side of deviational survey inside pipe wall.
By such scheme, underground water is entered in permeable hole one after passing through permeable cloth, is then entered from permeable hole two
Into inclinometer pipe, the aperture of permeable hole two will be much smaller than the aperture of permeable hole one, so as to improve the flatness of deviational survey inside pipe wall,
It is easy to the detection of inclinometer.
Further, the permeable cloth is covered in deviational survey pipe outer wall by glue.
By such scheme, permeable cloth is bonded to the outer wall of inclinometer pipe using glue, prevents it from being blocked by the sandstone of underground,
Cause to come off.
Further, the permeable cloth is geotextiles.
By such scheme, geotextiles have good water penetration, and it also has good corrosion resistance and dry and wet state
Under can keep sufficiently strength and elongation the characteristics of.
Further, the aperture of the permeable hole one is not more than 30mm.
By such scheme, to ensure the intensity of inclinometer pipe, my aperture of permeable hole one is generally no greater than 30mm.
Further, the upper surface of the inclinometer pipe is provided with sealing gasket.
By such scheme, sealing gasket is used for the gap for sealing adjacent inclinometer pipe, avoids debris from entering.
In summary, the utility model has the advantages that：
1st, the permeable cloth that inclinometer pipe connection coats thereon is embedded to underground together, underground water can be entered by permeable cloth
In inclinometer pipe, so as to the detection for level of ground water, and the soil of underground will be kept off outside inclinometer pipe by permeable cloth, so as to alleviate
The phenomenon that permeable hole one is blocked by mud；
2nd, underground water is entered in permeable hole one after passing through permeable cloth, is then entered from permeable hole two in inclinometer pipe,
The aperture of permeable hole two will be much smaller than the aperture of permeable hole one, so as to improve the flatness of deviational survey inside pipe wall, be easy to inclinometer
Detection.
Brief description of the drawings
Fig. 1 is that the present embodiment is used to embody integrally-built schematic diagram；
Fig. 2 is the enlarged drawing at A in Fig. 1；
Fig. 3 is that the present embodiment is used to embody guide groove and is oriented to the schematic diagram of fin structure.
In figure, 1, inclinometer pipe；11st, geotextiles；12nd, permeable hole one；121st, permeable hole two；13rd, sealing gasket；14th, guide groove；
2nd, socket pipe；21st, it is oriented to fin.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Wherein identical parts are presented with like reference characters.It should be noted that the word used below in description
Language "front", "rear", "left", "right", "up" and "down" refer to the direction in accompanying drawing, word " bottom surface " and " top surface ", " interior " and
" outer " is referred respectively to towards or away from the direction of particular elements geometric center.
A kind of inclinometer pipe available for Water Level in Foundation Pit monitoring, as shown in Figure 1,2 and 3, including some deviational surveys setting up and down
Pipe 1, two inclinometer pipes 1 realize connection by socket pipe 2 and fixed that the upper end of inclinometer pipe 1 is provided with sealing gasket 13, inclinometer pipe 1
Some permeable holes 1 are offered in side wall from outside to inside, the hole depth of permeable hole 1 is less than the wall thickness of inclinometer pipe 1, and its aperture is not
More than 30mm, permeable hole 1 is provided with some permeable holes 2 121 close to the inwall side of inclinometer pipe 1, and inclinometer pipe 1 carries permeable hole
Fixed on one 12 outer wall by glue and be coated with geotextiles 11.
Explanation is embodied：
Vertical contradict up and down of inclinometer pipe 1 is set, and two neighboring inclinometer pipe 1 is connected by socket pipe 2, then
By inclinometer pipe 1 it is buried enter underground, underground water is entered in permeable hole 1 after passing through permeable cloth, then from permeable hole 2 121
Enter in inclinometer pipe 1, so as to the detection for level of ground water, the aperture of permeable hole 2 121 will be much smaller than permeable hole 1
Aperture, so as to improve the flatness of the inwall of inclinometer pipe 1, it is easy to the detection of inclinometer, and the soil of underground will be by permeable cloth
Gear is outside inclinometer pipe 1, so as to alleviate the phenomenon that permeable hole 1 is blocked by mud.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Claims (6)
1. a kind of inclinometer pipe available for Water Level in Foundation Pit monitoring, including inclinometer pipe (1) and socket pipe (2), the inclinometer pipe (1) is outside
Wall and socket pipe (2) inwall set guide groove (14) and are oriented to fin (21) respectively, it is characterized in that：On the inclinometer pipe (1)
Some permeable holes one (12) of cloth, and the position where guide groove (14), the survey are avoided in the position of the permeable hole one (12)
Inclined tube (1) outer wall, which is located at permeable hole one (12) region and set, is coated with permeable cloth.
2. a kind of inclinometer pipe available for Water Level in Foundation Pit monitoring according to claim 1, it is characterized in that：The permeable hole one
(12) inwardly set from inclinometer pipe (1) outer wall and its hole depth is less than the wall thickness of inclinometer pipe (1), it is close in the permeable hole one (12)
The side of inclinometer pipe (1) inwall is provided with some permeable holes two (121).
3. a kind of inclinometer pipe available for Water Level in Foundation Pit monitoring according to claim 1, it is characterized in that：The permeable cloth leads to
Glue is crossed to cover in inclinometer pipe (1) outer wall.
4. a kind of inclinometer pipe available for Water Level in Foundation Pit monitoring according to claim 1, it is characterized in that：The permeable cloth is
Geotextiles (11).
5. a kind of inclinometer pipe available for Water Level in Foundation Pit monitoring according to claim 1, it is characterized in that：The permeable hole one
(12) aperture is not more than 30mm.
6. a kind of inclinometer pipe available for Water Level in Foundation Pit monitoring according to claim 1, it is characterized in that：The inclinometer pipe
(1) upper surface is provided with sealing gasket (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720323134.6U CN206862446U (en) | 2017-03-29 | 2017-03-29 | A kind of inclinometer pipe available for Water Level in Foundation Pit monitoring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720323134.6U CN206862446U (en) | 2017-03-29 | 2017-03-29 | A kind of inclinometer pipe available for Water Level in Foundation Pit monitoring |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206862446U true CN206862446U (en) | 2018-01-09 |
Family
ID=60816001
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720323134.6U Expired - Fee Related CN206862446U (en) | 2017-03-29 | 2017-03-29 | A kind of inclinometer pipe available for Water Level in Foundation Pit monitoring |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206862446U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565705A (en) * | 2019-08-16 | 2019-12-13 | 江苏省建苑岩土工程勘测有限公司 | Inclination measuring water level shared pipe |
| CN110646054A (en) * | 2019-10-06 | 2020-01-03 | 中水东北勘测设计研究有限责任公司 | Continuous automatic monitoring method for river water level in severe cold region |
| CN110984108A (en) * | 2019-11-15 | 2020-04-10 | 河海大学 | Deep horizontal displacement and underground water level integrated monitoring and early warning system and method based on OFDR |
-
2017
- 2017-03-29 CN CN201720323134.6U patent/CN206862446U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565705A (en) * | 2019-08-16 | 2019-12-13 | 江苏省建苑岩土工程勘测有限公司 | Inclination measuring water level shared pipe |
| CN110646054A (en) * | 2019-10-06 | 2020-01-03 | 中水东北勘测设计研究有限责任公司 | Continuous automatic monitoring method for river water level in severe cold region |
| CN110646054B (en) * | 2019-10-06 | 2020-10-16 | 中水东北勘测设计研究有限责任公司 | Continuous automatic monitoring method for river water level in severe cold region |
| CN110984108A (en) * | 2019-11-15 | 2020-04-10 | 河海大学 | Deep horizontal displacement and underground water level integrated monitoring and early warning system and method based on OFDR |
| CN110984108B (en) * | 2019-11-15 | 2021-07-09 | 河海大学 | Deep horizontal displacement and underground water level integrated monitoring and early warning system and method based on OFDR |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180109 |