CN205090905U - A automatic monitoring verification device for horizontal displacement , subside - Google Patents
A automatic monitoring verification device for horizontal displacement , subside Download PDFInfo
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- CN205090905U CN205090905U CN201520887881.3U CN201520887881U CN205090905U CN 205090905 U CN205090905 U CN 205090905U CN 201520887881 U CN201520887881 U CN 201520887881U CN 205090905 U CN205090905 U CN 205090905U
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- supporter
- automatic monitoring
- prism
- horizontal displacement
- monitoring
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Abstract
The utility model discloses an automatic monitoring verification device for horizontal displacement, subside specifically includes base, supporter, slide caliper, prism, the supporter is in the same place with the pedestal connection, slide caliper's main scale fix on the supporter, the prism is fixed on slide caliper's vernier. The device having the advantages of simple structure, easy for processing, high durability and convenient use, height and orientation can be adjusted according to the individual scalar sum connected mode of supporter, and the total is easily separated, reliability convenience for carrying, can not only prove in automatic monitoring horizontal displacement and sedimentation process's feasibility the total powerstation, the analysis is carried out to the precision, can also be to including safe regulator at the popularization in -process, the third party unit of monitoring, the construction, manage, units such as construction carry out the on -the -spot demonstration, make automatic monitoring horizontal displacement and the feasibility of subsiding show with the precision is more audio -visual.
Description
Technical field
The utility model patent relates to engineering survey field, the third party monitoring especially in engineering construction, and what be specifically related to is a kind of automatic monitoring demo plant for horizontal shift, sedimentation.
Background technology
In engineering survey field, the appearance of total powerstation allows measurement circle there occurs huge change, and it instead of traditional transit completely, is also integrated with the measurement function of spirit-leveling instrument, therefore, receives the extensive favor of measuring boundary personage.Total powerstation major function has measurement of coordinates, range observation, measurement of angle, and wherein coordinate and range observation are functions conventional in engineering survey.
In pit retaining monitoring, we often need to measure the horizontal shift of foundation ditch and sedimentation situation, reduce deep pit monitor hidden danger, for decision maker provides reliable data message thus as decision-making foundation.And the manpower adopting traditional measuring method (transit, spirit-leveling instrument combine and measure) not only to drop into and time cost is many, efficiency is low, and it is large to there is artificial reading error, the problems such as the accuracy of its data cannot be ensured, measure according to automatic total instruments, the displacement of acquisition foundation ditch that can not only be real-time and settling data, and precision is also guaranteed, saves many manpowers and time cost simultaneously, improve work efficiency.But, from traditional personal monitoring to the process of automatic monitoring, need to carry out feasibility checking and precision analysis to the data of automatic monitoring on the one hand, in addition on the one hand, need to give up the units such as such as security control mechanism, third party monitoring unit, construction, management, construction to the doubt of automated monitoring technology precision.
In order to show total powerstation intuitively in the measurement horizontal shift of foundation ditch and the monitoring situation of sedimentation, and its precision is analyzed, spy devises a kind of automatic monitoring demo plant for horizontal shift, sedimentation, this device is used for checking in the feasibility utilizing total powerstation to monitor the horizontal shift of foundation ditch and sedimentation, can analyze measurement data simultaneously, further optimized algorithm, improves and utilizes total powerstation to carry out the precision of automatic monitoring.
Utility model content
The purpose of this utility model is to provide a kind of for a kind of automatic monitoring demo plant for horizontal shift, sedimentation, to solve the units such as government safety regulator in existing engineering monitoring, third party monitoring unit, construction, management, construction to the doubt of the feasibility in automatic monitoring, this device can reflect the variable quantity of horizontal displacement and settlement intuitively on the one hand, and also can verify on the one hand in automatic monitoring in addition also can provide one manifestation mode intuitively to the precision problem of horizontal shift and sedimentation when optimized algorithm improves.
In order to solve the problem, the technical scheme that the utility model is taked is: a kind of automatic monitoring demo plant for horizontal shift, sedimentation, specifically comprises: pedestal, prism, vernier caliper, supporter.
Described pedestal is used for the fixing of whole device, and the weight of self can be relied on to fix, and also can be fixed on other loading ends (as on concrete pier, monitoring mark, desktop etc.).
Described prism is fixed on the vernier scale of vernier caliper.
As preferably, the vernier of described prism and described vernier caliper is threaded connection.
The main scale of described supporter and described vernier caliper is fixed together.
As preferably, described supporter one end is processed with the groove identical with the width of the main scale of described vernier caliper, to be coordinated fix described vernier caliper by friction top with hexagon socket head cap screw.
Vernier and the described prism of described vernier caliper link together.
The one that the utility model provides is for horizontal shift, the automatic monitoring demo plant of sedimentation, its beneficial effect is that this apparatus structure is simple, only by pedestal, prism, vernier caliper, supporter forms, be easy to assembling and be separated, simple to operate, easy for installation, this device can reflect the variable quantity of horizontal displacement and settlement intuitively on the one hand, also the precision problem to horizontal shift and sedimentation in automatic monitoring can be verified in addition on the one hand, thus thoroughly give up security control mechanism, third party monitoring unit, owner, management, units in charge of construction etc. are to the misgivings of the new technology of automatic monitoring horizontal shift and sedimentation, monitoring result intuitively manifests, monitoring accuracy is very clear.
Accompanying drawing explanation
Fig. 1 is one-piece construction schematic diagram of the present utility model.
Fig. 2 is the vertical view of supporter of the present utility model.
Description of reference numerals: 100-pedestal; 200-prism; 300-vernier caliper; 400-supporter; 401-groove; 402-internal thread hole; 403-friction top; 404-hexagon socket head cap screw; 405-external thread.
Embodiment
The utility model may be used for feasibility study and the precision test experiment of in outdoor (as working-yard) and indoor, government regulator, third party monitoring unit, owner, management, construction, construction unit being carried out to automatic monitoring.
With reference to the accompanying drawings, in conjunction with embodiment, for indoor, the technical solution of the utility model is further described.
Fig. 1 is one-piece construction schematic diagram of the present utility model, and Fig. 2 is the vertical view of supporter of the present utility model.As shown in Figure 1, this device is made up of pedestal 100, prism 200, vernier caliper 300, supporter 400.
Described pedestal 100 is for fixing whole device.
Vernier and the described prism 200 of described vernier caliper 300 link together.
As preferably, the vernier of described vernier caliper 300 is processed with threaded hole, is threaded with described prism 200.
Described supporter 400 is fixed together with the main scale of described vernier caliper 300.
As preferably, described supporter 400 one end is processed with the groove 401 identical with the width of the main scale of described vernier caliper 300, to be coordinated fix described vernier caliper 300 by friction top 403 with hexagon socket head cap screw 404.
Described friction top 403 is processed with counterbore, and during to ensure that hexagon socket head cap screw 404 fixes vernier caliper 300, supporting body surface keeps flat smooth, thus makes total attractive in appearance.
Described supporter 400 one end is processed with external thread 405, and one end is processed with internal thread 402 in addition, and the two is identical screw thread specification, can be combined together.
Actual carry out the checking of horizontal shift, sedimentation in, supporter 400 can freely be assembled, and installation direction also can adjust as required:
When the precision of insolation level displacement monitoring, supporter is vertically threadedly connected to another supporter;
When the precision of inspection settlement monitoring, supporter horizontal thread is connected to another supporter.
Obviously, change connected mode and the number of supporter, also can check the monitoring accuracy of multiple horizontal shift and sedimentation simultaneously.
The height and the width of whole device also can carry out free adjustment by the connection number of supporter and direction, thus meet the on-the-spot demand to visual angle of checking.
Specifically: first according to connected mode recited above, pedestal 100, prism 200, vernier caliper 300, supporter 400 are combined into a kind of automatic monitoring demo plant for horizontal shift, sedimentation, this device prism 200 when the vernier of mobile described vernier caliper 300 is also and then mobile, so directly can read the distance of prism 200 movement on vernier caliper 300.When the vernier of described vernier caliper 300 moves in the horizontal direction, the reading of vernier caliper 300 just represents the displacement of prism 200 movement; When vernier moves in vertical direction, the reading of vernier caliper 300 just represents the lifting (elevation) of prism.
Arrange at least two reference point prisms, use total powerstation to carry out single-point orientation to it, measure the coordinate of two prisms of the utility model device, and write down the coordinate data of now two prisms.
Then, then moving cursor, makes prism relative initial position that the distance of one section of setting occur, this used the prism on novel device to move a distance and on vernier caliper reading and record, data mainly comprise coordinate figure, height value.
Finally by automatic monitoring software, resolve the displacement and lifting value that draw and occurred by total station survey prism, again the distance that calculated value (displacement and lifting value) and vernier caliper change is analyzed, judges the accuracy of total station survey data with their difference and total powerstation distance accuracy.
The one that this utility model provides is for horizontal shift, the automatic monitoring demo plant of sedimentation, its beneficial effect is that this apparatus structure is simple, only by pedestal, prism, vernier caliper, supporter forms, be easy to assembling and be separated, simple to operate, easy for installation, this device can reflect the variable quantity of horizontal displacement and settlement intuitively on the one hand, also the precision problem to horizontal shift and sedimentation in automatic monitoring can be verified in addition on the one hand, thus thoroughly give up regulator, third party monitoring unit, owner, management, units in charge of construction etc. are to the misgivings of the new technology of automatic monitoring horizontal shift and sedimentation, monitoring result intuitively manifests, monitoring accuracy is very clear.
Finally, it should be noted that, above embodiment is only the more representational example of the utility model.Obviously, the utility model is not limited to above-mentioned specific embodiment, can also have many distortion.Every above embodiment is done according to technical spirit of the present utility model any simple amendment, equivalent variations and modification, all should think and belong to protection domain of the present utility model.
Claims (2)
1. the automatic monitoring demo plant for horizontal shift, sedimentation, comprise pedestal, prism, vernier caliper, supporter, described supporter and pedestal link together, and the main scale of described vernier caliper is fixed on supporter, and described prism is fixed on the vernier of vernier caliper.
2. a kind of automatic monitoring demo plant for horizontal shift, sedimentation according to claim 1, it is characterized in that described supporter one end face is processed with external thread, other end and side are processed with internal thread hole, and external thread is identical with internal thread specification.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520887881.3U CN205090905U (en) | 2015-11-06 | 2015-11-06 | A automatic monitoring verification device for horizontal displacement , subside |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520887881.3U CN205090905U (en) | 2015-11-06 | 2015-11-06 | A automatic monitoring verification device for horizontal displacement , subside |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205090905U true CN205090905U (en) | 2016-03-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520887881.3U Expired - Fee Related CN205090905U (en) | 2015-11-06 | 2015-11-06 | A automatic monitoring verification device for horizontal displacement , subside |
Country Status (1)
| Country | Link |
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| CN (1) | CN205090905U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105806246A (en) * | 2016-05-23 | 2016-07-27 | 中国长江三峡集团公司 | Measuring method for ship lift chamber structure deformation |
| CN108613664A (en) * | 2018-04-28 | 2018-10-02 | 江苏标龙建设集团有限公司 | A kind of architectural engineering measurement plotting board |
| CN109778607A (en) * | 2019-03-14 | 2019-05-21 | 中铁隧道集团一处有限公司 | Continuous rigid frame PC track girder precise measurement positioning device and erection localization method |
| CN115576071A (en) * | 2022-09-29 | 2023-01-06 | 中交第二航务工程局有限公司 | Attached lifting control point measuring device |
-
2015
- 2015-11-06 CN CN201520887881.3U patent/CN205090905U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105806246A (en) * | 2016-05-23 | 2016-07-27 | 中国长江三峡集团公司 | Measuring method for ship lift chamber structure deformation |
| CN108613664A (en) * | 2018-04-28 | 2018-10-02 | 江苏标龙建设集团有限公司 | A kind of architectural engineering measurement plotting board |
| CN109778607A (en) * | 2019-03-14 | 2019-05-21 | 中铁隧道集团一处有限公司 | Continuous rigid frame PC track girder precise measurement positioning device and erection localization method |
| CN109778607B (en) * | 2019-03-14 | 2023-08-22 | 中铁隧道集团一处有限公司 | Accurate measurement and positioning device and erection and positioning method for continuous rigid frame PC track beam |
| CN115576071A (en) * | 2022-09-29 | 2023-01-06 | 中交第二航务工程局有限公司 | Attached lifting control point measuring device |
| CN115576071B (en) * | 2022-09-29 | 2024-01-16 | 中交第二航务工程局有限公司 | Attached lifting control point measuring device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160316 Termination date: 20171106 |