CN202577264U - Turning device for inclinometer pipe - Google Patents
Turning device for inclinometer pipe Download PDFInfo
- Publication number
- CN202577264U CN202577264U CN 201220165693 CN201220165693U CN202577264U CN 202577264 U CN202577264 U CN 202577264U CN 201220165693 CN201220165693 CN 201220165693 CN 201220165693 U CN201220165693 U CN 201220165693U CN 202577264 U CN202577264 U CN 202577264U
- Authority
- CN
- China
- Prior art keywords
- deviational survey
- survey pipe
- footnote
- gyrator
- inclinometer pipe
- 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
Images
Landscapes
- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
The utility model relates to a turning device for an inclinometer pipe. The turning device comprises a crossbeam rod, hand signs and a foot sign, wherein two symmetrically arranged hand signs are arranged on the upper end face of the crossbeam rod, and the foot sign for being inserted into a concave groove of the inclinometer pipe is vertically arranged on the lower end face of the middle part of the crossbeam rod. The turning device for the inclinometer pipe is reasonable in design, simple in structure, easy to manufacture, and convenient to use; and the inclinometer pipe provided by the utility model has good operability, and the inclinometer pipe provided with the turning device can be conveniently positioned and rotated; and moreover, a guide groove of the inclinometer pipe is in a direction consistent to the direction of the displacement to be measured through the turning device, therefore, the accuracy of the measurement result can be increased.
Description
Technical field
The utility model relates to the aid in the field of measurement, especially a kind ofly buries underground in the process at the deviational survey pipe, is used for the deviational survey pipe gyrator that the guide groove direction of deviational survey pipe is accurately adjusted.
Background technology
The deviational survey pipe is widely used in the field of measurement of soil body deep horizontal displacement; Become two pairs of grooves (inclinometer guide groove) necessary aligning direction in burying process underground of vertical direction in its pipe; Promptly let the direction of a pair of groove wherein consistent, could guarantee the accuracy of measurement result like this with the direction of displacement to be measured.
The rotation of the location of current stage deviational survey pipe guide groove direction is not basically by any instrument; The difficulty that so not only makes the deviational survey pipe rotate is very big, and it is time-consuming to require great effort, and the direction of groove is wayward; Basic experience and the intuition of depending on operating personnel; The direction of the deviational survey pipe guide groove in being embedded into reinforcing cage only just can be observed the direction of guide groove after reinforcing cage puts in place fully, if mistake often is difficult to correct, the result who causes is exactly that the acquisition precision of later stage monitored data is poor.
Summary of the invention
The purpose of the utility model is to overcome the deficiency of prior art, provide a kind of simple in structure, manufacture easy, easy to use, can accurately adjust the inner guide groove direction of deviational survey pipe, guarantee the deviational survey pipe gyrator of later data acquisition precision.
The utility model solves its technical problem and realizes through following technical scheme:
A kind of deviational survey pipe gyrator is characterized in that: comprise crossbeam bar, hand mark and footnote, two symmetrically arranged hand marks are installed in the upper surface of crossbeam bar, and the lower surface at crossbeam bar middle part is vertically installed one and is used to insert the footnote in the deviational survey pipe groove.
And the spacing in the length of said footnote and the deviational survey pipe between two symmetrically arranged grooves matches.
And the height of said footnote is 5-10cm.
And the distance between said two hands mark is 50cm.
And said two hands mark is symmetricly set in the left and right sides of footnote.
And described hand mark and footnote are packed on the crossbeam bar or make with crossbeam bar one.
Advantage of the utility model and beneficial effect are:
1, two hands in this gyrator are marked on and can be used to reinforcing when rotating the deviational survey pipe, therefore use this gyrator can increase the operability that the deviational survey pipe rotates, and reduce the difficulty of operation, make simple to operation, convenient power-saving.
2, use this gyrator to be easy to the inner guide groove direction of deviational survey pipe is judged; Its crossbeam bar is equivalent to the pointer of an amplification; Increased the precision of direction adjustment; Transit also capable of using in case of necessity increases the accuracy of directions adjustment to two hands mark threading, thus help improving the later stage monitored data precision, reduce measure error.
3, this gyrator is easy to use flexible, time saving and energy saving, only needs footnote inserted in the groove of deviational survey pipe to get final product.
4, the utility model be a kind of reasonable in design, simple in structure, manufacture deviational survey pipe gyrator easy, easy to use, this gyrator is handling good, the location of deviational survey pipe behind this gyrator is installed and rotates all very convenient.In addition, use this gyrator can guarantee that deviational survey pipe guide groove direction is consistent with the direction of displacement to be measured, finally improve the accuracy of measurement result.
Description of drawings
Fig. 1 is the front view of the utility model;
Fig. 2 is the vertical view of Fig. 1;
Fig. 3 is the left view of Fig. 1;
Fig. 4 is the vertical view of deviational survey pipe;
Fig. 5 is the assembling sketch map of the utility model and deviational survey pipe.
The specific embodiment
Through specific embodiment the utility model is done further to detail below, following examples are descriptive, are not determinate, can not limit the protection domain of the utility model with this.
A kind of deviational survey pipe gyrator, it comprises crossbeam bar 1, hand mark 3 and footnote 2, and two vertical hand marks are installed in the upper surface of crossbeam bar, and these two hand marks all are positioned at the top of crossbeam bar.A footnote is vertically installed in the lower surface at crossbeam bar middle part, and this footnote is positioned at the below of crossbeam bar.For easy to use, two hands mark is symmetricly set in the left and right sides of footnote usually, and the distance L between these two hands marks is advisable about with 50cm.
Spacing in the length D of footnote and the deviational survey pipe 4 between two symmetrically arranged grooves 5 matches, and is advisable can just insert groove, so that insert in the groove gyrator and deviational survey pipe is fixed.The height H of footnote is generally 5-10cm.
Hand mark and footnote can adopt mode such as welding to be packed on the crossbeam bar, also can make with crossbeam bar one.The crossbeam bar requires to have certain rigidity, and can be used as the amplification pointer of the inner guide groove direction of deviational survey pipe, can make with steel pole or steel plate.
The method for using of the utility model is:
One, buries the deviational survey pipe in the soil body underground
1, the deviational survey pipe is imbedded the predetermined area.
2, the footnote with gyrator inserts in the groove of deviational survey pipe.
3, according to design direction in advance the deviational survey pipe is rotated, available in case of necessity transit to two hands mark threading with the control corner accuracy.
4, rotation is fixed the deviational survey pipe after accomplishing.
Two, pre-buried deviational survey pipe in the concrete
1, the colligation of deviational survey pipe is being scheduled on the reinforcing cage.
2, the footnote with gyrator inserts in the groove of deviational survey pipe.
3, lift by crane reinforcing cage, and judge the inner guide groove direction of deviational survey pipe according to the gyrator of top of inclinometer pipe.
4, rotate reinforcing cage, gyrator crossbeam bar is pointed to preestablish direction, and then it is directed to accomplish guide groove.
5, reinforcing cage is lowered to assigned address, and deviational survey pipe orientation is buried completion underground.
Claims (6)
1. deviational survey pipe gyrator is characterized in that: comprise crossbeam bar, hand mark and footnote, two symmetrically arranged hands marks are installed in the upper surface of crossbeam bar, and the lower surface at crossbeam bar middle part is vertically installed one and is used to insert the footnote in the deviational survey pipe groove.
2. deviational survey pipe gyrator according to claim 1 is characterized in that: the spacing in the length of said footnote and the deviational survey pipe between two symmetrically arranged grooves matches.
3. deviational survey pipe gyrator according to claim 1 is characterized in that: the height of said footnote is 5-10cm.
4. deviational survey pipe gyrator according to claim 1 is characterized in that: the distance between said two hands mark is 50cm.
5. deviational survey pipe gyrator according to claim 1 is characterized in that: said two hands mark is symmetricly set in the left and right sides of footnote.
6. deviational survey pipe gyrator according to claim 1 is characterized in that: described hand mark and footnote are packed on the crossbeam bar or make with crossbeam bar one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220165693 CN202577264U (en) | 2012-04-18 | 2012-04-18 | Turning device for inclinometer pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220165693 CN202577264U (en) | 2012-04-18 | 2012-04-18 | Turning device for inclinometer pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202577264U true CN202577264U (en) | 2012-12-05 |
Family
ID=47246693
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220165693 Expired - Lifetime CN202577264U (en) | 2012-04-18 | 2012-04-18 | Turning device for inclinometer pipe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202577264U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103485320A (en) * | 2013-09-26 | 2014-01-01 | 河海大学 | U-shaped inclinometer and mounting and embedding method thereof |
| CN105239548A (en) * | 2015-09-30 | 2016-01-13 | 河海大学 | Mounting and fixing device for inclinometer casing |
| CN107393258A (en) * | 2017-08-23 | 2017-11-24 | 无锡市政设计研究院有限公司 | A kind of Excavation Settlement autoalarm |
-
2012
- 2012-04-18 CN CN 201220165693 patent/CN202577264U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103485320A (en) * | 2013-09-26 | 2014-01-01 | 河海大学 | U-shaped inclinometer and mounting and embedding method thereof |
| CN103485320B (en) * | 2013-09-26 | 2015-03-11 | 河海大学 | U-shaped inclinometer and mounting and embedding method thereof |
| CN105239548A (en) * | 2015-09-30 | 2016-01-13 | 河海大学 | Mounting and fixing device for inclinometer casing |
| CN107393258A (en) * | 2017-08-23 | 2017-11-24 | 无锡市政设计研究院有限公司 | A kind of Excavation Settlement autoalarm |
| CN107393258B (en) * | 2017-08-23 | 2019-11-29 | 无锡市政设计研究院有限公司 | A kind of Excavation Settlement automatic alarm device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204359308U (en) | Underworkings Multifunctional measuring tool | |
| CN202577264U (en) | Turning device for inclinometer pipe | |
| CN204405014U (en) | A kind of roadway deformation measurement mechanism based on laser range finder | |
| CN203857958U (en) | Device for monitoring deformation of full section of tunnel | |
| CN203201547U (en) | Long-arm combined type drilling horizontal declination angle measuring scale for coal mine | |
| CN202109865U (en) | Top center and diameter measuring instrument for pipes with large journal and large diameter | |
| CN203534596U (en) | Portable high-precision template perpendicularity detection device | |
| CN103344214B (en) | 1.6-degree parabolic extralarge pier measuring and pier body linear control method | |
| CN204085521U (en) | A kind of underworkings stringcourse measuring instrument | |
| CN203785613U (en) | Tool for measuring deformation of transformer oil tank | |
| CN104330014A (en) | Tricycle steering angle measuring device | |
| CN103822613A (en) | Non-contact measurement method for open-pit mine slope angle | |
| CN209541687U (en) | A kind of cross distribution point method measurement combined bay | |
| CN106949886B (en) | Rapid positioning device and positioning method for subway tunnel engineering line measuring point positions | |
| CN102636101B (en) | Roadway surface convergence measuring method | |
| CN202964636U (en) | Margin line marking tool | |
| CN205012378U (en) | Basic borer is used in building construction | |
| CN203981100U (en) | A kind of installation reinforcement type track gauge of lift guide rail | |
| CN204532125U (en) | A kind of core drilling rig creeps into positioner | |
| CN205209404U (en) | Cast in situ concrete thickness measurement device | |
| CN204831309U (en) | Measurement device for be used for prefabricated construction control point | |
| CN204831200U (en) | Pavement width automatic measuring device | |
| CN203908538U (en) | Combined measuring device for stratum deformation | |
| CN203454942U (en) | Pump casing positioning plotting tool | |
| CN203011330U (en) | A motor-pump concentricity measuring gauge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 300251 No. 10 Minjiang Road, Minquan gate, Tianjin, Hebei District Patentee after: China Railway Design Group Limited Address before: 300251 No. 10 Minjiang Road, Minquan gate, Tianjin, Hebei District Patentee before: China Railway Third Survey and Design Institute Group Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121205 |