CN208282979U - Earth pressure gauge buries structure - Google Patents
Earth pressure gauge buries structure Download PDFInfo
- Publication number
- CN208282979U CN208282979U CN201820453617.2U CN201820453617U CN208282979U CN 208282979 U CN208282979 U CN 208282979U CN 201820453617 U CN201820453617 U CN 201820453617U CN 208282979 U CN208282979 U CN 208282979U
- Authority
- CN
- China
- Prior art keywords
- pressure gauge
- earth pressure
- transverse metal
- auxiliary stand
- metal bar
- 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
- 238000005266 casting Methods 0.000 claims abstract description 13
- 239000002184 metal Substances 0.000 claims description 22
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 239000004576 sand Substances 0.000 claims description 7
- 239000002689 soil Substances 0.000 claims description 4
- 238000005259 measurement Methods 0.000 abstract description 2
- 238000012544 monitoring process Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000004083 survival effect Effects 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 238000009933 burial Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000004899 motility Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model provides a kind of embedded structure of earth pressure gauge, including an earth pressure gauge, an auxiliary stand and an equal casting die, and the earth pressure gauge is fixed on the auxiliary stand, and the equal casting die connects the auxiliary stand and is coated on outside the earth pressure gauge completely.A kind of earth pressure gauge of the utility model buries structure, has the advantages that structure is simple, at low cost and measurement accuracy is high.
Description
Technical field
Field is buried the utility model relates to earth pressure gauge more particularly to a kind of earth pressure gauge buries structure.
Background technique
Earth pressure gauge is widely applied to pit retaining monitoring, scientific research project etc. as a kind of tool for studying resistance to shear of soil
In Monitoring on Earth Pressure.
Traditional embedded technique, it is technically simple, it is easy to operate, but often leading to no pressure meter cannot be well towards stress
Face, survival rate is not generally high, and the accuracy of data is difficult to ensure, leads to not guarantee the accurate analysis to monitoring data, can not
Effectively instruct the Contraction in Site of foundation pit.
Summary of the invention
In view of the deficiency of the prior art, the utility model provides a kind of embedded structure of earth pressure gauge, has structure
Simply, advantage at low cost and high measurement accuracy.
To achieve the goals above, the utility model provides a kind of embedded structure of earth pressure gauge, including an earth pressure gauge, one
Auxiliary stand and an equal casting die, the earth pressure gauge are fixed on the auxiliary stand, and the equal casting die connects the auxiliary stand
And it is coated on outside the earth pressure gauge completely.
Preferably, the two sides on the top of the earth pressure gauge and the two sides of lower part are respectively formed interconnecting piece, the soil pressure
Meter is welded on the auxiliary stand by the interconnecting piece.
Preferably, the equal casting die uses two sand pockets, and the two sand pocket binding and fixing are on the auxiliary stand and completely
It is coated on outside the earth pressure gauge.
Preferably, the auxiliary stand includes two vertically to metallic rod and two transverse metal bar groups；The earth pressure gauge weldering
It is described vertically between metallic rod to be connected to two；The two transverse metal bar groups are fixed on the described of the earth pressure gauge or more two sides
Vertically between metallic rod.
Preferably, the transverse metal bar group includes a plurality of transverse metal bars, between the two adjacent transverse metal bars
Away from for 100cm.
Preferably, the top of the earth pressure gauge is at a distance from the adjacent transverse metal bar group respectively with low side
30cm。
Preferably, described to use angle steel to metallic rod vertically.
Preferably, described to use equilateral and hem width for the angle steel of 3cm to metallic rod vertically, the length of the angle steel is
600cm。
Preferably, the transverse metal bar uses reinforcing bar.
Preferably, the transverse metal bar uses diameter for the reinforcing bar of 0.6cm, and the length of the reinforcing bar is equal to the soil pressure
The diameter of power meter.
The utility model due to use above technical scheme, make it have it is following the utility model has the advantages that
Earth pressure gauge, which is fixed on auxiliary stand, can guarantee the Impact direction of earth pressure gauge, improve surviving for earth pressure gauge
Rate.Equal casting die is used to guarantee the uniform force before and after earth pressure gauge, it is ensured that earth pressure gauge not instead of single point stress, entire surface
Stress improves the accuracy of data.
Detailed description of the invention
Fig. 1 is that the earth pressure gauge of the utility model embodiment buries the structural schematic diagram of structure.
Specific embodiment
Below according to attached drawing 1, the preferred embodiment of the utility model is provided, and is described in detail, is enabled more preferable geographical
Solve the function, feature of the utility model.
Referring to Fig. 1, a kind of embedded structure of earth pressure gauge of the utility model embodiment, including an earth pressure gauge 1, one are auxiliary
Bracket 2 and an equal casting die 3 are helped, earth pressure gauge 1 is fixed on auxiliary stand 2, and equal casting die 3 connects auxiliary stand 2 and is coated on completely
Outside earth pressure gauge 1.
Earth pressure gauge 1, which is fixed on auxiliary stand 2, can guarantee the Impact direction of earth pressure gauge 1, improve earth pressure gauge 1 at
Motility rate.Equal casting die 3 is used to guarantee the uniform force of 1 front and back of earth pressure gauge, it is ensured that the not instead of single point stress of earth pressure gauge 1,
Entire surface stress improves the accuracy of data.
The two sides on the top of earth pressure gauge 1 and the two sides of lower part are respectively formed interconnecting piece 11, and earth pressure gauge 1 passes through connection
Portion 11 is welded on auxiliary stand 2.
In the present embodiment, equal casting die 3 uses two sand pockets, and two sand pockets are by tied silk binding and fixing on auxiliary stand 2 and complete
It is coated on outside earth pressure gauge 1 entirely.
Auxiliary stand 2 includes two vertically to metallic rod 21 and two transverse metal bar groups 22；It is vertical that earth pressure gauge 1 is welded in two
To between metallic rod 21；Two transverse metal bar groups 22 are fixed on the vertical between metallic rod 21 of about 1 two sides of earth pressure gauge.It is horizontal
It include a plurality of transverse metal bars 221 to metallic rod group 22, the spacing of two adjacent transverse metal bars 221 is 100cm.Earth pressure gauge
1 top and low side respectively be 30cm at a distance from adjacent transverse metallic rod group 22.Yin of the monitoring line of earth pressure gauge 1 along angle steel
It lays at angle.
In the present embodiment, use equilateral and hem width for the angle steel of 3cm to metallic rod 21 vertically, the length of angle steel is 600cm.
Transverse metal bar 221 uses diameter for the reinforcing bar of 0.6cm, and the length of reinforcing bar is equal to the diameter of earth pressure gauge 1.
Vertically to metallic rod 21 for fixing earth pressure gauge 1, transverse metal bar 221 is for fixed vertically to metallic rod 21.
The utility model the preparation method is as follows: first by 3 centimetres of hem width of the angle steel bottom of two root long degree 6.0m with straight
The reinforcement welding of diameter 6mm is integral；Then 1 burial place of earth pressure gauge is measured with steel tape, earth pressure gauge 1 four is connected
Portion 11 is respectively welded to 3 centimetres of hem width of angle steel, the weld diameter 6mm on away from the angle steel at 1 top and the bottom 30cm of earth pressure gauge
Reinforcing bar, every the reinforcing bar of 1.0m weld diameter 6mm at no earth pressure gauge 1, the reinforcing bar of welded diameter 6mm is to fixed 3 lis of hem width
The angle steel of rice finally binds sand pocket in 1 front and back tied silk of earth pressure gauge.
A kind of earth pressure gauge of the utility model buries the method that structure uses angle bar fixed, ensure that earth pressure gauge 1
Specification is embedded, and can guarantee the inbuilt survival rate of earth pressure gauge 1 and data accuracy to the greatest extent.
Combine figure embodiment that the utility model is described in detail above, those skilled in the art can root
Many variations example is made to the utility model according to above description.Thus, certain details in embodiment should not constitute practical to this
Novel restriction, the utility model will be using the ranges that the appended claims define as the protection scope of the utility model.
Claims (10)
1. a kind of earth pressure gauge buries structure, which is characterized in that including an earth pressure gauge, an auxiliary stand and an equal casting die, institute
It states earth pressure gauge and is fixed on the auxiliary stand, the equal casting die connects the auxiliary stand and is coated on the soil pressure completely
Meter is outer.
2. earth pressure gauge according to claim 1 buries structure, which is characterized in that the two sides on the top of the earth pressure gauge
It is respectively formed interconnecting piece with the two sides of lower part, the earth pressure gauge is welded on the auxiliary stand by the interconnecting piece.
3. earth pressure gauge according to claim 2 buries structure, which is characterized in that the equal casting die use two sand pockets, two
The sand pocket binding and fixing in being coated on outside the earth pressure gauge on the auxiliary stand and completely.
4. described in any item earth pressure gauges bury structure according to claim 1~3, which is characterized in that the auxiliary stand packet
Two are included vertically to metallic rod and two transverse metal bar groups；It is described vertically between metallic rod that the earth pressure gauge is welded in two；Two
The transverse metal bar group is fixed on the described vertically between metallic rod of the earth pressure gauge or more two sides.
5. earth pressure gauge according to claim 4 buries structure, which is characterized in that the transverse metal bar group includes plural number
A transverse metal bar, the spacing of the two adjacent transverse metal bars are 100cm.
6. earth pressure gauge according to claim 5 buries structure, which is characterized in that the top of the earth pressure gauge and low side
It is respectively 30cm at a distance from the adjacent transverse metal bar group.
7. earth pressure gauge according to claim 6 buries structure, which is characterized in that described to use angle to metallic rod vertically
Steel.
8. earth pressure gauge according to claim 7 buries structure, which is characterized in that described vertically to metallic rod using equilateral
And hem width is the angle steel of 3cm, the length of the angle steel is 600cm.
9. earth pressure gauge according to claim 7 buries structure, which is characterized in that the transverse metal bar uses reinforcing bar.
10. earth pressure gauge according to claim 9 buries structure, which is characterized in that the transverse metal bar uses diameter
For the reinforcing bar of 0.6cm, the length of the reinforcing bar is equal to the diameter of the earth pressure gauge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820453617.2U CN208282979U (en) | 2018-04-02 | 2018-04-02 | Earth pressure gauge buries structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820453617.2U CN208282979U (en) | 2018-04-02 | 2018-04-02 | Earth pressure gauge buries structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208282979U true CN208282979U (en) | 2018-12-25 |
Family
ID=64750280
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820453617.2U Expired - Fee Related CN208282979U (en) | 2018-04-02 | 2018-04-02 | Earth pressure gauge buries structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208282979U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111649712A (en) * | 2020-06-09 | 2020-09-11 | 蔡星星 | Pressure sensor and highway deformation monitoring method |
-
2018
- 2018-04-02 CN CN201820453617.2U patent/CN208282979U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111649712A (en) * | 2020-06-09 | 2020-09-11 | 蔡星星 | Pressure sensor and highway deformation monitoring method |
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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: 20181225 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |