CN203443589U - Measurement mobile base - Google Patents
Measurement mobile base Download PDFInfo
- Publication number
- CN203443589U CN203443589U CN201320586957.XU CN201320586957U CN203443589U CN 203443589 U CN203443589 U CN 203443589U CN 201320586957 U CN201320586957 U CN 201320586957U CN 203443589 U CN203443589 U CN 203443589U
- Authority
- CN
- China
- Prior art keywords
- insertion rod
- bracket sleeve
- sleeve tube
- measurement
- anchoring section
- 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
Images
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a measurement mobile base. The measurement mobile base comprises an anchoring section which is fixedly arranged on a rock wall; a bracket insertion rod is connected with the anchoring section; a bracket sleeve is arranged on the bracket insertion rod; a leveling ruler and a forced centering chassis used for installing a total station or measuring a point are arranged on the bracket sleeve. According to the measurement mobile base provided by the utility model, the total station or the measurement base for measuring the point can be conveniently arranged in a tunnel by the bracket insertion rod, the bracket sleeve and the forced centering chassis, and the measurement mobile base can level conveniently and can also be detached conveniently after the measurement is completed. The measurement mobile base is light in weight, low in cost and high in stability, and is installed quickly.
Description
Technical field
The utility model relates to a kind of measurement mechanism, be specifically related to a kind of for measurement mechanism is fixed on Wall Rock of Tunnel and is measured, measurement movable base that can be for convenience detach after measurement.
Background technology
When underground long tunnel construction is measured setting-out, due to narrow space, Free Station with Total Station electronic Thacheometer method cannot be carried out sometimes.Concrete punctuate complex procedures is set simultaneously, and space hold is large.
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of measurement movable base, total powerstation or measuring point can be fixed on crag and measure.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: a kind of measurement movable base, comprise for being installed in the anchoring section of crag, support insertion rod is connected with anchoring section, in support insertion rod, be provided with bracket sleeve tube, bracket sleeve tube is provided with surveyor's staff and for the forced centering plate of total powerstation or measuring point is installed.
Described surveyor's staff is along the radial arrangement of bracket sleeve tube, and parallel on bracket sleeve tube end on projection face along the diameter of bracket sleeve tube radial direction with forced centering plate.
Described support insertion rod is actively through bracket sleeve tube, and the other end of support insertion rod is provided with handle, by turning handle, makes by friction force, to be formed and be connected between support insertion rod and anchoring section.
The logical base of forced centering plate and bracket sleeve tube are affixed.
Also be provided with for blocking the tin hat of anchoring section.
A kind of measurement movable base that the utility model provides, by the support insertion rod, bracket sleeve tube and the forced centering plate that arrange, can be easily by the measurement floor installation of total powerstation or measuring point in tunnel, leveling easily, after measurement completes, also can dismantle easily.The utility model is lightweight, cost is low, quick for installation, good stability.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Fig. 1 is one-piece construction schematic top plan view of the present utility model.
Fig. 2 is schematic side view of the present utility model.
In figure: anchoring section 1, tin hat 2, support insertion rod 3, bracket sleeve tube 4, surveyor's staff 5, forced centering plate 6, handle 7, base 8.
Embodiment
In Fig. 1, a movable base, comprises that support insertion rod 3 is connected with anchoring section 1 for being installed in the anchoring section 1 of crag, in support insertion rod 3, be provided with bracket sleeve tube 4, bracket sleeve tube 4 is provided with surveyor's staff 5 and for the forced centering plate 6 of total powerstation or measuring point is installed.Structure can be measured the measurement floor installation of total powerstation or measuring point on forced centering plate 6 thus.
Preferred scheme is as in Fig. 2,3, and described surveyor's staff 5 is along the radial arrangement of bracket sleeve tube 4, and parallel on bracket sleeve tube 4 end on projection faces along the diameter of bracket sleeve tube 4 radial direction with forced centering plate 6.Structure, can regulate forced centering plate 6 along the level of bracket sleeve tube 4 radial direction according to surveyor's staff 5 thus.
Preferred scheme is as in Fig. 2,3, and described support insertion rod 3 is actively through bracket sleeve tube 4, and the other end of support insertion rod 3 is provided with handle 7, by turning handle 7, can make by friction force, to be formed and be connected between support insertion rod 3 and anchoring section 1.
Also be provided with for blocking the tin hat 2 of anchoring section 1.The tin hat 2 arranging can protect anchoring section 1 to be blocked after one-shot measurement completes.
During use, first will then anchoring section 1 be anchored on country rock at wall rock drill-hole, must keep anchoring section 1 approximate horizontal; Support insertion rod 3 is inserted to anchoring section 1, and rotation adjusting pole sleeve 4, makes surveyor's staff 5 levels; Rotary handle 7, makes locking between bracket sleeve tube 4 and anchoring section 1.Then on forced centering plate 6, total powerstation is installed or measuring point is measured.After measurement, rotary handle 7, makes unclamping between support insertion rod 3 and anchoring section 1, extracts whole support.Finally at anchoring section 1, put tin hat 2.
Claims (5)
1. measure movable base for one kind, comprise the anchoring section (1) for being installed in crag, it is characterized in that: support insertion rod (3) is connected with anchoring section (1), in support insertion rod (3), be provided with bracket sleeve tube (4), bracket sleeve tube (4) is provided with surveyor's staff (5) and for the forced centering plate (6) of total powerstation or measuring point is installed.
2. a kind of measurement movable base according to claim 1, it is characterized in that: described surveyor's staff (5) is along the radial arrangement of bracket sleeve tube (4), and parallel on bracket sleeve tube (4) end on projection face along the diameter of bracket sleeve tube (4) radial direction with forced centering plate (6).
3. a kind of measurement movable base according to claim 1 and 2, it is characterized in that: described support insertion rod (3) is actively through bracket sleeve tube (4), the other end of support insertion rod (3) is provided with handle (7), by turning handle (7), makes by friction force, to be formed and be connected between support insertion rod (3) and anchoring section (1).
4. a kind of measurement movable base according to claim 1 and 2, is characterized in that: the logical base (8) of forced centering plate (6) is affixed with bracket sleeve tube (4).
5. a kind of measurement movable base according to claim 1, is characterized in that: be also provided with the tin hat (2) for blocking anchoring section (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320586957.XU CN203443589U (en) | 2013-09-23 | 2013-09-23 | Measurement mobile base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320586957.XU CN203443589U (en) | 2013-09-23 | 2013-09-23 | Measurement mobile base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203443589U true CN203443589U (en) | 2014-02-19 |
Family
ID=50094628
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320586957.XU Expired - Fee Related CN203443589U (en) | 2013-09-23 | 2013-09-23 | Measurement mobile base |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203443589U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115164856A (en) * | 2022-07-04 | 2022-10-11 | 中铁大桥勘测设计院集团有限公司 | Steel structure bridge life cycle measuring point device and bridge |
-
2013
- 2013-09-23 CN CN201320586957.XU patent/CN203443589U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115164856A (en) * | 2022-07-04 | 2022-10-11 | 中铁大桥勘测设计院集团有限公司 | Steel structure bridge life cycle measuring point device and bridge |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103175505B (en) | Tunnel vault subsidence monitoring device and method | |
| CN203443589U (en) | Measurement mobile base | |
| CN201650319U (en) | Angle installer for anchor bolt | |
| CN204920938U (en) | Drilling detector of drilling bored concrete pile | |
| CN104457714A (en) | Measurement mobile base | |
| CN103451338A (en) | Method for installing ascending tubes and five-way balls of blast furnace gas systems | |
| CN203881339U (en) | Detachable monitoring pier | |
| CN203190967U (en) | Settlement monitoring device for tunnel vault | |
| CN205482769U (en) | Fixing device for displacement sensor | |
| CN103727933B (en) | Pipe installing center positioning device and localization method thereof | |
| CN204163120U (en) | Excavation of foundation pit space enclosing structure top deformation monitoring device | |
| CN202757619U (en) | High-stability simple level mark | |
| CN202577264U (en) | Turning device for inclinometer pipe | |
| CN204854751U (en) | A centering rod for engineering survey | |
| CN109537977B (en) | Stay wire positioning device and stay wire positioning method for electric power system | |
| CN205317108U (en) | Pier support preformed hole axis inspection device | |
| CN203684226U (en) | Improved vertical control device for top-down steel pipe column | |
| CN103398706A (en) | Concrete pole straightening assisting device | |
| CN203375120U (en) | Fixing device for measuring apparatus | |
| CN201935655U (en) | Simple layer separation instrument | |
| CN202865849U (en) | Counter-guiding control device for one-column-one-pile perpendicularity in frame reverse building method | |
| CN202255403U (en) | Upper centering bracket for gyroscopic total station | |
| CN204255362U (en) | A kind of super high steel structure special measurement stationary installation | |
| CN204301724U (en) | A kind of device controlling levelling rod perpendicularity | |
| CN201081654Y (en) | Gears reducer center measuring device |
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 |
Granted publication date: 20140219 Termination date: 20180923 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |