CN207636077U - A kind of prism levelling device for total station survey - Google Patents
A kind of prism levelling device for total station survey Download PDFInfo
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- CN207636077U CN207636077U CN201721861381.8U CN201721861381U CN207636077U CN 207636077 U CN207636077 U CN 207636077U CN 201721861381 U CN201721861381 U CN 201721861381U CN 207636077 U CN207636077 U CN 207636077U
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- leveling
- prism
- leveling pedestal
- telescopic rod
- laser
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Abstract
The utility model provides a kind of prism levelling device for total station survey, including bottom plate, leveling pedestal, leveling pedestal is fixed on the bottom plate, the leveling pedestal is equipped with multiple leveling foot bolts, and the upper backup pad upper surface of leveling pedestal is equipped with pipe spirit level；Telescopic rod is fixed on the leveling pedestal, telescopic rod upper end is equipped with prism, vertical optical counter point device is installed in telescopic rod bottom, vertical optical counter point device switch is arranged in telescopic rod bottom outside, laser is equipped in the middle part of leveling pedestal upper backup pad vertically to a upper channel, laser is equipped in the middle part of leveling pedestal lower supporting plate vertically to a lower channel, laser on the inside of lower channel vertically to being equipped with internal thread in leveling pedestal, and matched with the external screw thread of fastening bolt, laser is vertically hollow setting to a upper channel, fastening bolt.The apparatus structure is simple, cooperation total powerstation in use, can precise positioning, be not necessarily to multiple leveling, can check immediately.
Description
Technical field
The utility model is related to a kind of total station survey auxiliary moulds, more particularly to a kind of rib for total station survey
Mirror levelling device.
Background technology
The industries such as building, ship are often oriented using total powerstation and are worked with ranging, are oriented and are surveyed using total powerstation
When away from work, the accuracy for often adjusting the levelness and measuring prism of prism is needed, to ensure the accuracy of total station survey.
For existing centering prism bracket during coordinating total powerstation use, positioning regulating step is cumbersome, especially in complexity
Under orographic condition, centering rod holder needs to adjust repeatedly, it is also necessary to which gage cooperation is finely adjusted, and is also needed after the completion of positioning at the scene
Coordinate information is checked, causes unnecessary repeated work, time-consuming and laborious, positioning accuracy is low.
After the completion of positioning, when determining stake, fixed nail or steel bar end at the anchor point of label, position will appear certain deviation,
The workload of review is larger.
How according to live job requirement, quickly solve the problems, such as that the fixation of prism, Level tune become total station survey
One key subjects of segmentation or block precision.
Utility model content
The purpose of this utility model is to provide a kind of prism levelling device for total station survey, the prism levelling device
Using leveling foot bolt, spirit level by prism levelling device accurate leveling, precise positioning is realized in conjunction with the dial on bottom plate,
The apparatus structure is simple, cooperation total powerstation in use, can precise positioning, be not necessarily to multiple leveling, can check immediately.
To achieve the above object, the technical solution adopted in the utility model is：
A kind of prism levelling device for total station survey, including bottom plate, leveling pedestal, the bottom plate inside middle are set
There are surge bunker, fastening bolt that leveling pedestal is fixed on bottom plate across surge bunker, bottom base plate is equipped with slot type adjusting rod, bottom plate
Upper surface is equipped with circular bubble；
The leveling pedestal includes upper backup pad and lower supporting plate, and multiple levelings are equipped between upper backup pad and lower supporting plate
The upper backup pad upper surface of foot bolt, leveling pedestal is equipped with pipe spirit level；
Telescopic rod is fixed on the leveling pedestal, the upper end of telescopic rod is equipped with prism, and telescopic rod is equipped in bottom
Vertical optical counter point device, the switch setting of vertical optical counter point device are set in the middle part of telescopic rod bottom outside, leveling pedestal upper backup pad
There is laser vertically to a upper channel, laser is equipped in the middle part of leveling pedestal lower supporting plate vertically to a lower channel, is swashed in leveling pedestal
Light match vertically to being equipped with internal thread on the inside of lower channel with the external screw thread of fastening bolt, laser vertically to a upper channel, tightly
Fixing bolt is hollow setting.
Preferably, the quantity of the leveling foot bolt is 3.
Preferably, the telescopic rod is equipped with drot gfasplng retaining mechanism.
Preferably, the vertical optical counter point device is electronic laser transmitter.
Preferably, the bottom plate is fixed on triangular support bracket.
Preferably, the bottom plate is equipped with dial.
Compared with prior art, the beneficial effects of the utility model are：
1, the utility model prism levelling device is simple in structure, and cooperation total powerstation is in use, can be in benchmark leveling bottom plate
On, precise positioning is carried out according to the scale on bottom plate, it is only necessary to which a people can operate fixed point, no longer need to leveling, check immediately.
2, the utility model prism levelling device fine setting scope is big, after the completion of coordinate setting, using vertical optical to point
Device cultellation can carry out fixed nail in lower bracket space or reinforcing bar carries out precise positioning, realize anchor point and live mark point position
It is unified.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model prism levelling device；
Fig. 2 is the vertical view of Fig. 1 bottom plates；
In figure, 1- bottom plates, 1-1- surge bunkers, 1-2- slot type adjusting rods, 1-3- circular bubbles, 1-4- triangular support brackets, 1-
5- fastening bolts, 1-6- dials, 2- leveling pedestals, 2-1- flatten foot bolt, and 2-2- pipe spirit levels, 2-3- laser is vertically to point
Upper channel, 2-4- laser is vertically to a lower channel, and 3- telescopic rods, 3-1- drot gfasplng retaining mechanisms, 4- prisms, 5- vertical opticals are to point
Device, 5-1- switches, 5-2- coordinate points.
Specific implementation mode
It is new below in conjunction with this practicality to keep the purpose, technical scheme and advantage of the utility model embodiment clearer
Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described.
In the description of the present invention, it should be noted that term "inner", "outside", "upper", "lower", "left", "right",
The orientation or positional relationship of the instructions such as "front", "rear" is so that under levelling device normal operating condition, the position of relative usage person is come
Definition, it is merely for convenience of describing the present invention and simplifying the description, does not indicate or imply the indicated device or element
It must have a particular orientation, with specific azimuth configuration and operation, therefore should not be understood as limiting the present invention.
Embodiment 1
Figures 1 and 2 show that a kind of prism levelling device for total station survey of the present embodiment, including 1 He of bottom plate
Leveling pedestal 2, the bottom plate 1 are fixed on triangular support bracket 1-4, and the upper surface of bottom plate 1 is equipped with circular bubble 1-3, passes through
Adjusting triangle supporting rack 1-4 combination circular bubble 1-3 carry out coarse adjustment to frame body platform and put down, and 1 inside middle of bottom plate is equipped with surge bunker
Leveling pedestal 2 is fixed on bottom plate 1 by 1-1, fastening bolt 1-5 across surge bunker 1-1, and 1 bottom of bottom plate is equipped with slot type adjusting rod
1-2, the Level tune leveling pedestal 2 in surge bunker 1-1, and all around adjust fastening bolt 1- using slot type adjusting rod 1-2
5, and screw fastening bolt 1-5 and leveling pedestal 2 is fixed on bottom plate 1.
Leveling pedestal 2 includes upper backup pad and lower supporting plate, and multiple leveling feet are equipped between upper backup pad and lower supporting plate
The upper backup pad upper surface of bolt 2-1, preferably 3, leveling pedestal 2 are equipped with pipe spirit level 2-2, pass through pipe spirit level 2-2
In bubble adjust leveling foot bolt 2-1 by 2 accurate leveling of leveling pedestal.
Telescopic rod 3 is fixed on leveling pedestal 2, telescopic rod 3 is equipped with drot gfasplng retaining mechanism 3-1, and drot gfasplng retaining mechanism can
Realize fastening when telescopic rod is adjusted.
The upper end of telescopic rod 3 is equipped with prism 4, and telescopic rod is equipped with vertical optical counter point device 5, vertical optical in 3 bottom
5 switch 5-1 of counter point device is arranged in 3 bottom outside of telescopic rod, and vertical optical counter point device is preferably electronic laser transmitter.
Laser is equipped in the middle part of 2 upper backup pad of leveling pedestal vertically to a upper channel 2-3,2 lower supporting plate of leveling pedestal middle part
Equipped with laser vertically to a lower channel 2-4, in leveling pedestal 2 laser vertically to being equipped with internal thread on the inside of lower channel 2-4, and with
The external screw thread of fastening bolt 1-5 matches；Laser is vertically hollow setting to a upper channel 2-3, fastening bolt 1-5, is used for laser
Transmission channel.
In the present embodiment, bottom plate 1 is equipped with dial 1-6, can using dial when finely tuning the position of leveling pedestal 2
Precise positioning, dial 1-6 are accurate to grade, can precise positioning.
In conjunction with above-mentioned apparatus, the use process of the prism levelling device of the present embodiment is：
The first step assembles instrument：Leveling pedestal 2 is fixed on to the bottom of triangular support bracket 1-4 between two parties by fastening bolt 1-5
On plate 1, leveling foot bolt 2-1 is checked, adjust leveling foot bolt 2-1 to middle position, prism 4 is installed；
Second step, leveling：Ensure that triangular support bracket 1-4 is fixed with field ground, adjusting triangle supporting rack 1-4, observation circle
Bubble in spirit level 1-3, is adjusted to middle position；Leveling foot bolt 2-1 is adjusted, with reference to pipe spirit level 2-2, it is ensured that reach lean-with
It sets；
Third walks, and measures：4 angle of prism is adjusted, total powerstation eyepiece is directed at；It is read according to total powerstation, is determined using tape measure
Coordinate points Position Approximate；After anchor point Position Approximate determines within the scope of 10cm, second step leveling step is repeated, positioning survey is carried out
Amount；It is read according to total powerstation, and with reference to 1 dial 1-6 of bottom plate, after being moved to corresponding position, tightens fastening bolt 1-5, realized
Coordinate points 5-2 precise positionings.
4th step, fixed point：After coordinate points 5-2 measurements are errorless, the switch 5-1 of laser vertical point-aligning device 5, coordinate points 5- are pressed
2 information, to scene, are carried out live positioning operation in holder underlying space later, can check positioning letter at any time by laser projection
Breath.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of prism levelling device for total station survey, which is characterized in that including bottom plate, leveling pedestal, the bottom plate
Inside middle is equipped with surge bunker, and leveling pedestal is fixed on bottom plate by fastening bolt across surge bunker, and bottom base plate is equipped with slot type
Adjusting rod, plate upper surface are equipped with circular bubble；
The leveling pedestal includes upper backup pad and lower supporting plate, and multiple leveling foot spiral shells are equipped between upper backup pad and lower supporting plate
The upper backup pad upper surface of bolt, leveling pedestal is equipped with pipe spirit level；
Telescopic rod is fixed on the leveling pedestal, the upper end of telescopic rod is equipped with prism, is equipped in telescopic rod bottom vertical
Optical plummet, the switch setting of vertical optical counter point device is equipped in the middle part of telescopic rod bottom outside, leveling pedestal upper backup pad to swash
Light is equipped with laser vertically to a upper channel, in the middle part of leveling pedestal lower supporting plate vertically to a lower channel, and laser hangs down in leveling pedestal
It directly to being equipped with internal thread on the inside of lower channel, and is matched with the external screw thread of fastening bolt, laser is vertically to a upper channel, fastening spiral shell
Bolt is hollow setting.
2. a kind of prism levelling device for total station survey according to claim 1, which is characterized in that the leveling
The quantity of foot bolt is 3.
3. a kind of prism levelling device for total station survey according to claim 1, which is characterized in that described flexible
Bar is equipped with drot gfasplng retaining mechanism.
4. a kind of prism levelling device for total station survey according to claim 1, which is characterized in that described vertical
Optical plummet is electronic laser transmitter.
5. a kind of prism levelling device for total station survey according to claim 1, which is characterized in that the bottom plate
It is fixed on triangular support bracket.
6. a kind of prism levelling device for total station survey according to claim 1, which is characterized in that the bottom plate
It is equipped with dial.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721861381.8U CN207636077U (en) | 2017-12-27 | 2017-12-27 | A kind of prism levelling device for total station survey |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721861381.8U CN207636077U (en) | 2017-12-27 | 2017-12-27 | A kind of prism levelling device for total station survey |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207636077U true CN207636077U (en) | 2018-07-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721861381.8U Active CN207636077U (en) | 2017-12-27 | 2017-12-27 | A kind of prism levelling device for total station survey |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109163714A (en) * | 2018-09-28 | 2019-01-08 | 宁波广天建通工程管理有限公司 | Measurement and positioning coordinate transformation device and its construction method under MODEL OVER COMPLEX TOPOGRAPHY |
| CN109520426A (en) * | 2019-01-12 | 2019-03-26 | 中国水利水电第七工程局有限公司 | A kind of positioning of anchor tube is surveyed partially and measuring for verticality equipment and detection method |
| CN109521544A (en) * | 2018-11-30 | 2019-03-26 | 陕西迈拓克能源科技有限公司 | A kind of geological exploration prism holder |
| CN109579809A (en) * | 2019-01-14 | 2019-04-05 | 辽宁科技学院 | A kind of intelligence total station prism lever apparatus |
| CN109974673A (en) * | 2019-03-11 | 2019-07-05 | 中国人民解放军63883部队 | Multi-functional quick essence takes aim at counter point device |
| CN110068266A (en) * | 2019-04-22 | 2019-07-30 | 北京航空航天大学 | A kind of Beidou deformation monitoring error testing device and method |
| CN110068314A (en) * | 2019-05-25 | 2019-07-30 | 辽宁科技学院 | A kind of automatic leveling total station base unit |
| CN110779505A (en) * | 2019-11-25 | 2020-02-11 | 中国建筑第四工程局有限公司 | Welding ball center positioning measuring instrument and using method thereof |
| CN111780719A (en) * | 2020-06-19 | 2020-10-16 | 中铁大桥局集团有限公司 | Rapid transmission measurement method for bridge tower pier zenith elevation |
| CN111829492A (en) * | 2020-07-24 | 2020-10-27 | 中交第二航务工程局有限公司 | Laser plummet application-based contact measurement method |
| CN114111575A (en) * | 2021-11-23 | 2022-03-01 | 武汉市中心工程检测有限公司 | Pile position deviation detection method |
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2017
- 2017-12-27 CN CN201721861381.8U patent/CN207636077U/en active Active
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109163714B (en) * | 2018-09-28 | 2020-09-08 | 宁波广天建通工程管理有限公司 | Measuring and positioning coordinate conversion device under complex terrain condition and construction method thereof |
| CN109163714A (en) * | 2018-09-28 | 2019-01-08 | 宁波广天建通工程管理有限公司 | Measurement and positioning coordinate transformation device and its construction method under MODEL OVER COMPLEX TOPOGRAPHY |
| CN109521544A (en) * | 2018-11-30 | 2019-03-26 | 陕西迈拓克能源科技有限公司 | A kind of geological exploration prism holder |
| CN109521544B (en) * | 2018-11-30 | 2024-01-02 | 湖南宇达勘测设计有限公司 | Prism frame for geological survey |
| CN109520426A (en) * | 2019-01-12 | 2019-03-26 | 中国水利水电第七工程局有限公司 | A kind of positioning of anchor tube is surveyed partially and measuring for verticality equipment and detection method |
| CN109579809A (en) * | 2019-01-14 | 2019-04-05 | 辽宁科技学院 | A kind of intelligence total station prism lever apparatus |
| CN109974673A (en) * | 2019-03-11 | 2019-07-05 | 中国人民解放军63883部队 | Multi-functional quick essence takes aim at counter point device |
| CN109974673B (en) * | 2019-03-11 | 2024-03-15 | 中国人民解放军63883部队 | Multifunctional quick fine aiming point-to-point device |
| CN110068266A (en) * | 2019-04-22 | 2019-07-30 | 北京航空航天大学 | A kind of Beidou deformation monitoring error testing device and method |
| CN110068314A (en) * | 2019-05-25 | 2019-07-30 | 辽宁科技学院 | A kind of automatic leveling total station base unit |
| CN110068314B (en) * | 2019-05-25 | 2024-01-19 | 辽宁科技学院 | Automatic leveling total station base device |
| CN110779505A (en) * | 2019-11-25 | 2020-02-11 | 中国建筑第四工程局有限公司 | Welding ball center positioning measuring instrument and using method thereof |
| CN111780719A (en) * | 2020-06-19 | 2020-10-16 | 中铁大桥局集团有限公司 | Rapid transmission measurement method for bridge tower pier zenith elevation |
| CN111829492A (en) * | 2020-07-24 | 2020-10-27 | 中交第二航务工程局有限公司 | Laser plummet application-based contact measurement method |
| CN111829492B (en) * | 2020-07-24 | 2021-11-30 | 中交第二航务工程局有限公司 | Laser plummet application-based contact measurement method |
| CN114111575A (en) * | 2021-11-23 | 2022-03-01 | 武汉市中心工程检测有限公司 | Pile position deviation detection method |
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