CN205066768U - Observation pier for manually observing surface deformation of hydroelectric building - Google Patents
Observation pier for manually observing surface deformation of hydroelectric building Download PDFInfo
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- CN205066768U CN205066768U CN201520787712.2U CN201520787712U CN205066768U CN 205066768 U CN205066768 U CN 205066768U CN 201520787712 U CN201520787712 U CN 201520787712U CN 205066768 U CN205066768 U CN 205066768U
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- building
- monitoring
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 12
- 238000006073 displacement reaction Methods 0.000 abstract description 20
- 238000012544 monitoring process Methods 0.000 abstract description 20
- 230000005611 electricity Effects 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003550 marker Substances 0.000 description 1
- 230000001835 salubrious effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Length Measuring Devices With Unspecified Measuring Means (AREA)
Abstract
The utility model discloses an artifical observation mound of surveing water and electricity building surface deformation belongs to building monitoring facilities technical field, including building, the mound body and base, the mound body passes through the base to be fixed on the building surface, be fixed with the device of aiming at on the mound body top surface, base upper surface edge is fixed with the level point mark. The technical scheme combines the sighting device for monitoring horizontal displacement and the leveling point mark for monitoring vertical displacement on the same observation pier, so that the sighting device has the observation function of manually observing the surface deformation of the horizontal displacement and the vertical displacement, the occupied space of the observation pier on the surface of a building is greatly reduced, the monitoring measuring points of the horizontal displacement and the vertical displacement are concentrated together, a working object is strengthened, the time for finding and replacing the measuring points is saved, the observation program is shortened, and the observation efficiency is improved.
Description
Technical field
The utility model belongs to buildings monitoring facilities technical field, relates to a kind of observation pier, specifically relates to the observation pier of a kind of artificial observation water power building surface distortion.
Background technology
Safety monitoring has very important effect in structure of hydropower station construction period and runtime.Safety monitoring can not only to structure of hydropower station play guiding construction, feedback and checking design effect, can also grasp and monitor the running status of buildings, for guarantee building safety run valid data are provided.
Surface deformation monitoring is a considerable content in structure of hydropower station safety monitoring, and it comprises the content such as horizontal shift and vertical displacement monitoring.Its principle arranges a series of observation pier, level mark etc. at building surface, by equipment such as total powerstation, transit, stadimeters, to the prism be erected on observation Dun Ding, surveyor's beacon and be erected at levelling pole etc. that level puts on and carry out survey and read, obtain a series of horizontal shift and the vertical displacement numerical value of Different periods, then drawn the surface deformation situation of buildings by the analysis of logarithm value.
Traditional surface deformation monitoring arranges special horizontal displacement monitoring observation pier and special vertical displacement monitoring level mark (rock mark or base-rock marker) respectively at building surface, that is, pier and level mark is observed to be respective existence, independent effect.Thus, building surface space, waste place is not only occupied when the observation mop carrying out surface deformation monitoring is put, and observation personnel survey when reading and need to make little runs to and fro, find and convert observation pier and installation level mark, time-consumingly to require great effort again, the efficiency of also seriously having dragged observation personnel low and finishing the work.
Utility model content
In order to solve the problem, the utility model provides the observation pier of a kind of artificial observation water power building surface distortion, make it possess the function of artificial observation horizontal shift and vertical displacement simultaneously, not only can save building surface space when carrying out surface deformation monitoring and arranging, the work efficiency of observation personnel can also be improved.
The utility model is achieved by following technical solution.
An observation pier for artificial observation water power building surface distortion, comprise buildings, pier body and base, described pier body is fixed on building surface by base, and described pier body end face is fixed with sighting means, and described base upper surface edge is fixed with leveling point mark.
Further, described leveling point mark is positioned at base upper surface wherein a jiao.
Further, the difference in height between described sighting means and leveling point mark installed surface is not less than 100cm.
Further, described sighting means is the forced centering base being embedded in Dun Tiding.
Further, the distance on described leveling point mark point of fixity both sides adjacent with base upper surface is equal.
The beneficial effects of the utility model are:
The observation pier of a kind of artificial observation water power building surface distortion described in the utility model, same observation pier is combined in by for the sighting means of horizontal displacement monitoring and the leveling point mark for monitoring vertical displacement, make it possess the observing function of the surface deformation of artificial observation horizontal shift and vertical displacement simultaneously, thus no longer need to be provided separately horizontal displacement observation pier and vertical displacement observation pier, also no longer need constantly find and change measuring point, not only substantially reduce taking up room of building surface observation pier, and the monitoring measuring point of horizontal shift and vertical displacement is all concentrated in together, forced working object, save searching, change the time of measuring point, shorten observation program, improve observed efficiency.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the vertical view of Fig. 1.
In figure: 1-buildings, 2-pier body, 3-base, 4-leveling point mark, 5-sighting means.
Embodiment
The technical solution of the utility model is further described below in conjunction with accompanying drawing, but described in claimed scope is not limited to.
As shown in Figure 1 and Figure 2, the observation pier of a kind of artificial observation water power building surface distortion described in the utility model, comprise buildings 1, pier body 2 and base 3, described pier body 2 is fixed on buildings 1 surface by base 3, described pier body 2 end face is fixed with sighting means 5, the forced centering base that described sighting means 5 pushes up for being embedded in pier body 2; Described base 3 top surface edge is fixed with leveling point mark 4, and described leveling point mark 4 is positioned at base 3 upper surface wherein a jiao, and its point of fixity is equal with the distance on the adjacent both sides of base 3 upper surface.
Difference in height between described sighting means 5 and leveling point mark 4 installed surface is not less than 100cm.
As Fig. 1, shown in Fig. 2, the technical program is a kind of observation pier structure that simultaneously can possess the surface deformation of artificial observation horizontal shift and vertical displacement, traditional observation pier being used for horizontal displacement monitoring independently arranged and the leveling point mark that is used for monitoring vertical displacement combine by the technical program, namely on the base 3 of the pier body 2 of buildings 1 surface layout, leveling point mark 4 is embedded, and make leveling point mark 4 be positioned at base 3 upper surface wherein a jiao, its point of fixity is equal with the distance on the adjacent both sides of base 3 upper surface, at the top of pier body 2 fixed installation forced centering base.
After adopting the technical program, effectively reduce observation pier and the taking of leveling point mark 4 pair buildings 1 space surface, make building surface also more salubrious, clean and tidy, and, reduce the working strength of observation personnel, substantially increase the work efficiency of observation personnel.
Claims (5)
1. the observation pier of an artificial observation water power building surface distortion, comprise buildings (1), pier body (2) and base (3), described pier body (2) is fixed on buildings (1) surface by base (3), it is characterized in that: described pier body (2) end face is fixed with sighting means (5), and described base (3) top surface edge is fixed with leveling point mark (4).
2. the observation pier of a kind of artificial observation water power building surface distortion according to claim 1, is characterized in that: described leveling point mark (4) is positioned at base (3) upper surface wherein a jiao.
3. the observation pier of a kind of artificial observation water power building surface distortion according to claim 1, is characterized in that: the difference in height between described sighting means (5) and leveling point mark (4) installed surface is not less than 100cm.
4. the observation pier of a kind of artificial observation water power building surface distortion according to claim 1, is characterized in that: the forced centering base that described sighting means (5) pushes up for being embedded in pier body (2).
5. the observation pier of a kind of artificial observation water power building surface distortion according to claim 1, is characterized in that: described leveling point mark (4) point of fixity is equal with the distance on the adjacent both sides of base (3) upper surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520787712.2U CN205066768U (en) | 2015-10-13 | 2015-10-13 | Observation pier for manually observing surface deformation of hydroelectric building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520787712.2U CN205066768U (en) | 2015-10-13 | 2015-10-13 | Observation pier for manually observing surface deformation of hydroelectric building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205066768U true CN205066768U (en) | 2016-03-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520787712.2U Active CN205066768U (en) | 2015-10-13 | 2015-10-13 | Observation pier for manually observing surface deformation of hydroelectric building |
Country Status (1)
| Country | Link |
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| CN (1) | CN205066768U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109405818A (en) * | 2018-11-30 | 2019-03-01 | 中国电建集团贵阳勘测设计研究院有限公司 | Dam crest surface observation pier |
| CN110455235A (en) * | 2019-08-19 | 2019-11-15 | 中国电建集团成都勘测设计研究院有限公司 | Dam dam crest core-wall horizontal displacement monitoring device and method |
| CN111829494A (en) * | 2020-06-23 | 2020-10-27 | 中铁第一勘察设计院集团有限公司 | Reusable tunnel lead short edge transfer forced centering observation pillar and method thereof |
-
2015
- 2015-10-13 CN CN201520787712.2U patent/CN205066768U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109405818A (en) * | 2018-11-30 | 2019-03-01 | 中国电建集团贵阳勘测设计研究院有限公司 | Dam crest surface observation pier |
| CN110455235A (en) * | 2019-08-19 | 2019-11-15 | 中国电建集团成都勘测设计研究院有限公司 | Dam dam crest core-wall horizontal displacement monitoring device and method |
| CN111829494A (en) * | 2020-06-23 | 2020-10-27 | 中铁第一勘察设计院集团有限公司 | Reusable tunnel lead short edge transfer forced centering observation pillar and method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |