CN203704909U - Mountain high slope deformation monitoring device - Google Patents
Mountain high slope deformation monitoring device Download PDFInfo
- Publication number
- CN203704909U CN203704909U CN201320891993.7U CN201320891993U CN203704909U CN 203704909 U CN203704909 U CN 203704909U CN 201320891993 U CN201320891993 U CN 201320891993U CN 203704909 U CN203704909 U CN 203704909U
- Authority
- CN
- China
- Prior art keywords
- prism
- monitoring device
- deformation monitoring
- slope deformation
- utility
- 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 - Lifetime
Links
- 238000012806 monitoring device Methods 0.000 title claims abstract description 29
- 230000002093 peripheral effect Effects 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 238000012544 monitoring process Methods 0.000 abstract description 10
- 239000004567 concrete Substances 0.000 abstract description 5
- 238000003780 insertion Methods 0.000 abstract 5
- 230000037431 insertion Effects 0.000 abstract 5
- 239000002689 soil Substances 0.000 abstract 1
- 230000006872 improvement Effects 0.000 description 5
- 239000011449 brick Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
- 240000004859 Gamochaeta purpurea Species 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Testing Or Calibration Of Command Recording Devices (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Revetment (AREA)
Abstract
The utility model discloses a mountain high slope deformation monitoring device comprising a vertical pipe, a prism insertion rod, a prism and multiple groups of support racks, wherein the top part of the vertical pipe is fixedly connected with a base seat, the prism insertion rod is fixedly connected on the base seat, the outer peripheral face of the prism insertion rod is provided with a ring of a clamping groove, the prism is arranged in the clamping groove in a clamped manner, the support racks are fixedly connected to the lower part of the tube wall of the vertical tube. When the mountain high slope deformation monitoring device of the utility model is used, the bottom part of a position to be used for placement of the mountain high slope deformation monitoring device of the utility model needs to be clearly cleaned. Zero soft and weak layer, zero quick soil and zero dreg are required. After verticality is checked, concretes are poured to such a height that at least a group of the support rack is covered. In monitoring processes, the prism is fastened to the clamping groove of the prism insertion rod. After monitoring processes, the prism can be taken down and can be used repeatedly. At a dangerous place of a slope, the prism can be permanently fastened onto the prism insertion rod after the concretes are poured, and the prism does not need to be repeatedly mounted each time mountain high slope deformation is monitored.
Description
Technical field
The utility model relates to field of civil engineering, refers in particular to a kind of massif high-wall slope deformation monitoring device.
Background technology
Be generally monitoring massif Stability for High Slope and evaluate slope reinforcement effect, the pedestal peg of brick or concreting is set on some grades of packways of the high slope of being everlasting, Zhuan Ding buries at center prism positioning base underground, when each measurement, prism is placed in to base, adopts total powerstation survey interval time to read once; Measure slope deforming with this base and have certain limitation, massif high slope is mostly more than 30m, position, monitoring point is generally positioned in massif edge or side slope, the more difficult transportation of material of peg is set, and artificial climbing, operation are more dangerous, once peg arranges fixing, cannot move and reuse, cause waste; Indivedual side slopes are located to build or build peg by laying bricks or stones without sufficient space more suddenly; Meet burst emergency condition when side slope, need to promptly set up monitoring site time, cannot timely and effectively arrange.
Utility model content
Because the problems referred to above, the purpose of this utility model is to provide a kind of massif high-wall slope deformation monitoring device, be used for being quick installed at massif high slope, be used for solving side slope and more suddenly build or build peg without sufficient space by laying bricks or stones, emergency condition need be set up monitoring site, once peg arranges fixing, cannot move and the problem such as reuse.
The utility model provides a kind of massif high-wall slope deformation monitoring device, comprising:
One standpipe, described riser top is connected with a base;
One prism inserted link, is fixed on described base, and described prism inserted link offers a circle draw-in groove along outer peripheral face;
One prism, is arranged in described draw-in groove;
Plural groups support, is fixed in the tube wall bottom of described standpipe.
When use, the bottom of the plan lay down location of the utility model massif high-wall slope deformation monitoring device is cleaned out, required without soft layer, without surface dust, slag; Check after verticality, casting concrete, builds height to support described in one group of major general and covers; When monitoring, prism is buckled on the draw-in groove of prism inserted link, after monitoring, can takes off recycling; And at side slope Dangerous Place, after concreting is complete, prism permanent card can be buckled on prism inserted link, need not monitor time, repeat to lay at every turn.
The further improvement of the utility model massif high-wall slope deformation monitoring device is, described standpipe and described prism inserted link are cylindrical structural.
The further improvement of the utility model massif high-wall slope deformation monitoring device is, described prism inserted link is stainless steel.
The further improvement of the utility model massif high-wall slope deformation monitoring device is, the diameter of described prism inserted link is 10mm, and the diameter of described draw-in groove is 8mm.
The further improvement of the utility model massif high-wall slope deformation monitoring device is, described prism comprises a bearing, and described rest base is formed with the buckle corresponding with described draw-in groove.
The further improvement of the utility model massif high-wall slope deformation monitoring device is, the quantity of described support is two groups, every pack support comprises that two are welded to each other as L shaped angle steel, described two pack supports between the upper and lower every and the symmetrical tube wall that is arranged at described standpipe on.
Massif high-wall slope deformation monitoring device of the present utility model has following characteristics:
1, simple in structure, easy to process, can preset finished product also can field fabrication.
2, easy to use.When use, only need prism to be buckled on prism inserted link, can measure reading.
3, can abolish concrete, device is reclaimed, realize repeatedly and utilizing.
4, making material is common used material in building operation, and technique is simple, and operation is convenient, cost-saving.
Accompanying drawing explanation
Fig. 1 is the schematic perspective view of massif high-wall slope deformation monitoring device of the present utility model.
Fig. 2 is that massif high-wall slope deformation monitoring device of the present utility model is removed prism schematic perspective view afterwards.
Fig. 3 is the enlarged diagram of the prism inserted link of massif high-wall slope deformation monitoring device of the present utility model.
Fig. 4 is the diagrammatic cross-section of the prism of massif high-wall slope deformation monitoring device of the present utility model.
Fig. 5 is the vertical view of massif high-wall slope deformation monitoring device of the present utility model.
Fig. 6 is the side view of massif high-wall slope deformation monitoring device of the present utility model.
Embodiment
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein is only in order to explain the utility model, and be not used in restriction the utility model.
Coordinate referring to shown in Fig. 1, massif high-wall slope deformation monitoring device 1 of the present utility model, comprising:
The standpipe 10 of one cylindrical structural, the welded top of described standpipe 10 is connected with a discoidal base 20;
One prism inserted link 30, shown in Fig. 2, prism inserted link 30 is welded to connect on described base 20, then in conjunction with shown in Fig. 3, described prism inserted link 30 offers a circle draw-in groove 301 along outer peripheral face;
One prism 40, shown in Fig. 4, described prism 40 comprises a bearing 401, and the bottom of described bearing 401 is formed with the buckle corresponding with the draw-in groove 301 of described prism inserted link 30 402, and prism 40 is arranged in the draw-in groove 301 on described prism inserted link 30 by the buckle 402 on bearing 401;
Plural groups support 50, in embodiment as shown in Figure 5, Figure 6, preferably two groups of the quantity of described support 50, every pack support 50 comprises that two are welded to each other as L shaped angle steel 501, as shown in Figure 6, described two pack supports 50 between the upper and lower every and the symmetrical tube wall that is arranged at described standpipe 10 on, as shown in Figure 5, two pack supports 50 are just coated on center by standpipe 10.
Further, above-mentioned prism inserted link 30, stainless steel by diameter 10mm is made, length 50mm, draw-in groove 301 is between the downward 10mm-15mm in top, the diameter of described prism inserted link 30 is 10mm, and the diameter of described draw-in groove 301 is 8mm, with facilitate with prism 40 bearings 401 on buckle 402 fastenings.Described base 20 adopts diameter 50mm, and the steel disc of thickness 5mm is made; Standpipe 10 adopts the steel pipe of 48mm, and length can be adjusted according to field working conditions; The angle steel 501 of support 50 adopts the angle steel of the 30mm*30mm of length 30cm, preferably 30cm of the spacing between two pack supports, and wherein a pack support 50 is 10cm apart from the bottom of standpipe 10.
When use, the bottom of the plan lay down location of the utility model massif high-wall slope deformation monitoring device 1 is cleaned out, required without soft layer, without surface dust, slag; Check after verticality, casting concrete, builds height to support 50 described in one group of major general and covers; When monitoring, the buckle 402 on prism 40 bearings 401 is buckled on the draw-in groove 301 of prism inserted link 30, after monitoring, can takes off recycling; And at side slope Dangerous Place, after concreting is complete, prism 40 permanent card can be buckled on prism inserted link 30, need not monitor time, repeat to lay at every turn.
The above is only preferred embodiment of the present utility model, not the utility model is done to any pro forma restriction, although the utility model discloses as above with preferred embodiment, but not in order to limit the utility model, any those skilled in the art, not departing from the scope of technical solutions of the utility model, when can utilizing the technology contents of above-mentioned announcement to make a little change or being modified to the equivalent embodiment of equivalent variations, in every case be the content that does not depart from technical solutions of the utility model, any simple modification of above embodiment being done according to technical spirit of the present utility model, equivalent variations and modification, all still belong in the scope of technical solutions of the utility model.
Claims (6)
1. a massif high-wall slope deformation monitoring device, is characterized in that comprising:
One standpipe, described riser top is connected with a base;
One prism inserted link, is fixed on described base, and described prism inserted link offers a circle draw-in groove along outer peripheral face;
One prism, is arranged in described draw-in groove;
Plural groups support, is fixed in the tube wall bottom of described standpipe.
2. massif high-wall slope deformation monitoring device as claimed in claim 1, is characterized in that described standpipe and described prism inserted link are cylindrical structural.
3. massif high-wall slope deformation monitoring device as claimed in claim 1, is characterized in that described prism inserted link is stainless steel.
4. massif high-wall slope deformation monitoring device as claimed in claim 1, the diameter that it is characterized in that described prism inserted link is 10mm, the diameter of described draw-in groove is 8mm.
5. massif high-wall slope deformation monitoring device as claimed in claim 1, is characterized in that described prism comprises a bearing, and described rest base is formed with the buckle corresponding with described draw-in groove.
6. massif high-wall slope deformation monitoring device as claimed in claim 1, the quantity that it is characterized in that described support is two groups, every pack support comprises that two are welded to each other as L shaped angle steel, described two pack supports between the upper and lower every and the symmetrical tube wall that is arranged at described standpipe on.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320891993.7U CN203704909U (en) | 2013-12-31 | 2013-12-31 | Mountain high slope deformation monitoring device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320891993.7U CN203704909U (en) | 2013-12-31 | 2013-12-31 | Mountain high slope deformation monitoring device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203704909U true CN203704909U (en) | 2014-07-09 |
Family
ID=51055333
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320891993.7U Expired - Lifetime CN203704909U (en) | 2013-12-31 | 2013-12-31 | Mountain high slope deformation monitoring device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203704909U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111578891A (en) * | 2020-03-25 | 2020-08-25 | 中铁大桥局集团第二工程有限公司 | Embedding method for bridge pier body deformation monitoring embedded prism |
| CN112815855A (en) * | 2020-12-31 | 2021-05-18 | 中铁广州工程局集团有限公司 | High slope displacement monitoring auxiliary measuring device and measuring method |
-
2013
- 2013-12-31 CN CN201320891993.7U patent/CN203704909U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111578891A (en) * | 2020-03-25 | 2020-08-25 | 中铁大桥局集团第二工程有限公司 | Embedding method for bridge pier body deformation monitoring embedded prism |
| CN112815855A (en) * | 2020-12-31 | 2021-05-18 | 中铁广州工程局集团有限公司 | High slope displacement monitoring auxiliary measuring device and measuring method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140709 |