CN206418528U - A kind of direct burial test system of cooperation inclinometer pipe - Google Patents
A kind of direct burial test system of cooperation inclinometer pipe Download PDFInfo
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- CN206418528U CN206418528U CN201621472793.8U CN201621472793U CN206418528U CN 206418528 U CN206418528 U CN 206418528U CN 201621472793 U CN201621472793 U CN 201621472793U CN 206418528 U CN206418528 U CN 206418528U
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- inclinometer pipe
- test system
- deviational survey
- inserted sheet
- cooperation
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Abstract
The utility model discloses a kind of direct burial test system of cooperation inclinometer pipe, it is characterized in that the test system includes inclinometer pipe, inserted sheet and some deviational survey sensors, there is the neck opened up vertically on the deviational survey inside pipe wall, the inserted sheet corresponding inserted is in the neck, and the deviational survey sensor distance is fixed on the inserted sheet.The utility model has the advantages that, test system structure is simple, installs quick, and effective control to deviational survey sensor test direction, normal work of the protection deviational survey sensor under the conditions of complicated construction can be achieved.
Description
Technical field
The utility model belongs to engineering monitoring technical field, and in particular to a kind of direct burial test system of cooperation inclinometer pipe
System.
Background technology
, it is necessary to carry out lateral displacement monitoring to engineering structure and deep soil in construction process.Lateral displacement is supervised
Survey refers specifically to vertically go up horizontal displacement monitoring and laterally upper vertical deformation monitoring.Such as during Foundation Pit Construction, needing
Vertically upper horizontal displacement monitoring is carried out to building enclosure and deep soil；The construction such as shield driving is needed to perpendicular to shield axle
The line soil body or engineering structure carry out laterally upper vertical deformation monitoring.
Current lateral displacement monitoring means mainly divides personal monitoring and automatic monitoring two ways.
Personal monitoring mainly coordinates wire and readout instrument to carry out artificial test paragraph by paragraph using inclino-probe, generally requires two people
Coordinating operation, operating personnel's workload is big, and test result is larger by artificial affecting.Fig. 1 is to be carried out using movable type inclinometer
Engineering structure, the soil body vertically go up the schematic diagram of horizontal displacement monitoring.Fig. 2 is to carry out engineering structure, soil using movable type inclinometer
The body schematic diagram that laterally upper vertical deformation is monitored.
Lateral deformation automatic monitoring typically realizes that deviational survey sensor is placed in deviational survey hole using stationary slope level
Interior, a sensor has a wire, is connected after drawing deviational survey aperture with automation equipment, carries out the collection transmission of data.It is single
When hole sets sensor, because deviational survey bore dia is limited, therefore in placement sensor, it will be restricted in quantity.For
For relatively deep or longer gaging hole, distance is necessarily larger between sensor, and the accuracy of lateral displacement is described in depth or length direction
It has been be short of that, while its annex is more, installation, maintenance difficulties are big.
The content of the invention
The purpose of this utility model is that there is provided a kind of direct-burried of cooperation inclinometer pipe according in place of above-mentioned the deficiencies in the prior art
Formula test system, the test system is by will be spaced the neck that the inserted sheet for being fixed with some deviational survey sensors is inserted in inclinometer pipe
In, so as to realize the protection to deviational survey sensor and effective control of measurement direction.
The utility model purpose is realized and completed by following technical scheme：
A kind of direct burial test system of cooperation inclinometer pipe, it is characterised in that the test system includes inclinometer pipe, inserted sheet
And some deviational survey sensors, there is the neck opened up vertically, the inserted sheet corresponding inserted is in institute on the deviational survey inside pipe wall
State in neck, the deviational survey sensor distance is fixed on the inserted sheet.
The test system also adopts reading equipment including data, and the data, which adopt reading equipment, has one to extend to the inclinometer pipe
In main cables, each deviational survey sensor is parallel in the main cables through cable plug.
The inserted sheet length corresponds to the deviational survey length of tube.
The inserted sheet is in have four corresponding with the end position of inserted sheet four on " X " type, the deviational survey inside pipe wall
Neck.
There are some axially distributed tongues in the outside wall surface of the inclinometer pipe, be between the tongue and the groove
Fixed angle angle is correspondingly arranged.
The deviational survey tube end has attachment structure, so as to connect spreading between the adjacent inclinometer pipe.
The utility model has the advantages that, test system structure is simple, installs quick, can be achieved to deviational survey sensor test side
To effective control, normal work of the protection deviational survey sensor under the conditions of complicated construction.
Brief description of the drawings
Fig. 1 is to carry out engineering structure, the soil body vertically upper horizontal displacement monitoring using movable type inclinometer in the prior art
Schematic diagram；
Fig. 2 monitors to carry out engineering structure, the upper vertical deformation of soil body transverse direction using movable type inclinometer in the prior art
Schematic diagram；
Fig. 3 is the direct burial test system schematic diagram in parallel of cooperation inclinometer pipe in the utility model；
Fig. 4 is the sectional schematic diagram of inclinometer pipe in the utility model.
Embodiment
Feature of the present utility model and other correlated characteristics are made further specifically by embodiment below in conjunction with accompanying drawing
It is bright, in order to the understanding of technical staff of the same trade：
Mark 1-9 is respectively in such as Fig. 1-4, figure：Data adopt reading equipment 1, inclinometer pipe 2, cable 3, plug 4, deviational survey sensing
Device 5, inserted sheet 6, main cables 7, tongue 8, neck 9.
Embodiment：As shown in Figure 3,4, the present embodiment is specifically related to a kind of direct burial test system of cooperation inclinometer pipe, should
Test system includes inclinometer pipe 2, the inserted sheet 6 and some deviational surveys being distributed on inserted sheet 6 being connected on the inwall of inclinometer pipe 2
Sensor 5, each deviational survey sensor is parallel in main cables 7 through cable 3 and plug 4, and main cables 7 are with the data outside inclinometer pipe 2
Reading equipment 1 is adopted to be connected.
As shown in Figure 3,4, there are four necks 9 being axially distributed along it on the internal face of inclinometer pipe 2, for clamping position
Inserted sheet 6 in inclinometer pipe 2, inserted sheet 6 is in " X " type, and four ends of inserted sheet 6 are connected in in its corresponding neck 9 respectively,
Wherein, the length of inserted sheet 6 and the length of inclinometer pipe 2 are consistent；In addition, being also distributed with the outside wall surface of inclinometer pipe 2 some
Four tongues 8 specifically are provided with the tongue 8 that bar is axially distributed along it, the present embodiment, each tongue 8 is angularly distributed in 90 °
In the outside wall surface of inclinometer pipe 2, and identical angle is constituted between each groove 9 and each tongue 8 being located on the internal face of inclinometer pipe 2
（45°）, so that corresponding position relationship is formed, in order to control the test side of the deviational survey sensor 5 on inserted sheet 6 when mounted
To.
As shown in Figure 3,4, data are adopted and are connected with main cables 7, axial cloth of this main cables 7 along inclinometer pipe 2 in reading equipment 1
If；Some deviational survey sensors 5 are equidistantly mounted with inserted sheet 6, usual spacing is 1 meter；In one end of deviational survey sensor 5
Portion has the cable 3 of extension, and in the end of cable 3 there is the cable 3 on plug 4, each deviational survey sensor 5 to connect by plug 4
It is connected in main cables 7, so that each deviational survey sensor 5 is parallel in this main cables 7, can be adopted so that data adopt reading equipment 1
Collect data in all deviational survey sensors 5.
As shown in Figure 3,4, the full-length of the inclinometer pipe 2 in the present embodiment is usually 2 meters or 4 meters, therefore is being answered
, it is necessary to which some section inclinometer pipes 2 are carried out into splicing spreading during for being monitored in Practical Project, so that long needed for meeting monitoring
Degree is, it is necessary to which explanation, for the ease of splicing, the end of inclinometer pipe 2 has the attachment structure for being suitable for quickly being spliced, example
Such as screw connection structure, socket join structure, each inclinometer pipe 2 is after spreading it is ensured that the neck 9 on its inwall is in same straight line
On.
As shown in Figure 3,4, when the direct burial test system in the present embodiment is installed, by each deviational survey sensor 5
Equidistantly it is fixed on inserted sheet 6, and each deviational survey sensor 5 is parallel in main cables 7 by the plug 4 on cable 3, afterwards will
In inwall neck 9 in the push-in inclinometer pipe 2 of inserted sheet 6；After the installation of each section inclinometer pipe 2 to be done, dock each section inclinometer pipe 2 and go forward side by side
Row connection, to form lateral displacement test system；In above-mentioned installation process, it must ensure to test by the tongue 8 on inclinometer pipe 2
It is in the right direction, connected while this main cables 7 are adopted into reading equipment 1 with data.
The beneficial effect of direct burial test system is in the present embodiment：（1）It can be plugged by being set in inclinometer pipe
The neck of clamping inserted sheet, so as to effectively control the measurement direction of deviational survey sensor, and realizes the Fast Installation of test system；（2）
By using mode in parallel between each deviational survey sensor, the drawbacks of changing activity test in the past can disposably complete to survey
Tiltedly work, and relative to the mode of conventional automatic monitoring, the quantity of deviational survey sensor is unrestricted；（3）Surveyed in conventional method
Frequently with the mode being connected in series between oblique sensor, because voltage can produce pressure drop along route so that apart from remote sensor
Voltage does not reach requirement, so as to cause deviational survey sensor failure or data inaccurate；The present embodiment is by by each deviational survey sensor
This problem is efficiently solved by the way of in parallel；And if using series system, if wherein some deviational survey sensor
Break down, it will the monitoring of all deviational survey sensors of influence, and in using the present embodiment if parallel way, no matter its
In which deviational survey sensor be damaged, the monitoring of remaining deviational survey sensor is not interfered with, at the same only need unclamp
Corresponding interface can carry out repair and replacement.
Claims (6)
1. it is a kind of coordinate inclinometer pipe direct burial test system, it is characterised in that the test system include inclinometer pipe, inserted sheet with
And some deviational survey sensors, there is the neck opened up vertically, the inserted sheet corresponding inserted is in described on the deviational survey inside pipe wall
In neck, the deviational survey sensor distance is fixed on the inserted sheet.
2. a kind of direct burial test system of cooperation inclinometer pipe according to claim 1, it is characterised in that the test system
System also adopts reading equipment including data, and the data, which adopt reading equipment, has the main cables extended in the inclinometer pipe, each described
Deviational survey sensor is parallel in the main cables through cable plug.
3. the direct burial test system of a kind of cooperation inclinometer pipe according to claim 1, it is characterised in that the inserted sheet is long
Degree corresponds to the deviational survey length of tube.
4. a kind of direct burial test system for coordinating inclinometer pipe according to claim 1, it is characterised in that the inserted sheet is in
There are four clamp bar slots corresponding with the end position of inserted sheet four on " X " type, the deviational survey inside pipe wall.
5. a kind of direct burial test system of cooperation inclinometer pipe according to claim 4, it is characterised in that the inclinometer pipe
Outside wall surface on there are some axially distributed tongues, set between the tongue and the neck in fixed angle angle is corresponding
Put.
6. a kind of direct burial test system of cooperation inclinometer pipe according to claim 1, it is characterised in that the inclinometer pipe
End has attachment structure, so as to connect spreading between the adjacent inclinometer pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621472793.8U CN206418528U (en) | 2016-12-30 | 2016-12-30 | A kind of direct burial test system of cooperation inclinometer pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621472793.8U CN206418528U (en) | 2016-12-30 | 2016-12-30 | A kind of direct burial test system of cooperation inclinometer pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206418528U true CN206418528U (en) | 2017-08-18 |
Family
ID=59573947
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621472793.8U Active CN206418528U (en) | 2016-12-30 | 2016-12-30 | A kind of direct burial test system of cooperation inclinometer pipe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206418528U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109540099A (en) * | 2018-12-13 | 2019-03-29 | 广州市吉华勘测股份有限公司 | A kind of inclination measurement device |
| CN112267499A (en) * | 2020-11-17 | 2021-01-26 | 上海长凯岩土工程有限公司 | Rotary jet grouting pile forming diameter detection device |
-
2016
- 2016-12-30 CN CN201621472793.8U patent/CN206418528U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109540099A (en) * | 2018-12-13 | 2019-03-29 | 广州市吉华勘测股份有限公司 | A kind of inclination measurement device |
| CN109540099B (en) * | 2018-12-13 | 2024-05-28 | 吉华安全技术(广州)股份有限公司 | Inclinometer |
| CN112267499A (en) * | 2020-11-17 | 2021-01-26 | 上海长凯岩土工程有限公司 | Rotary jet grouting pile forming diameter detection device |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 200032 18, building 681, Xiao Mu Qiao Road, Xuhui District, Shanghai. Patentee after: Shanghai Survey, Design and Research Institute (Group) Co.,Ltd. Country or region after: China Address before: 200032 18, building 681, Xiao Mu Qiao Road, Xuhui District, Shanghai. Patentee before: SHANGHAI GEOTECHNICAL INVESTIGATIONS & DESIGN INSTITUTE Co.,Ltd. Country or region before: China |