CN206459649U - A kind of absolute altitude copies survey device and copies survey system - Google Patents
A kind of absolute altitude copies survey device and copies survey system Download PDFInfo
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- CN206459649U CN206459649U CN201621465788.4U CN201621465788U CN206459649U CN 206459649 U CN206459649 U CN 206459649U CN 201621465788 U CN201621465788 U CN 201621465788U CN 206459649 U CN206459649 U CN 206459649U
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- absolute altitude
- copies
- survey
- operating platform
- prism
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Abstract
A kind of absolute altitude copies survey device and copies survey system, and absolute altitude, which copies survey device, to be included operating platform and be disposed on operating platform upper support frame;The operating platform includes the flat surface of strip and is arranged on the supporting leg of flat surface bottom surface, operating platform and the adjustable connection of support frame;Support frame as described above is three, including the support bracket that sets of two parallel intervals is arranged on the locating rack of operating platform side with parallel support bracket.A kind of absolute altitude copy survey device copy survey system, including the absolute altitude being arranged on the floor of upper strata is copied and surveys device, is arranged on absolute altitude and copies the prism surveyed on device and the total powerstation being arranged on lower floor's floor;The lens location of vertical prism is correspondingly provided with measured hole on the upper strata floor;The total powerstation is located at the underface of the camera lens of prism and by measured hole to prism reading.The utility model solves the problem of traditional use steel ruler transmission absolute altitude copies low survey precision and big risk of work high above the ground.
Description
Technical field
The utility model is related to the realm of building construction, and particularly a kind of absolute altitude copies survey device and copies survey system.
Background technology
It is general using being communicated up absolute altitude and copy survey method and carry out absolute altitude to copy survey in modern multilayer, high-rise building.Absolute altitude copies survey
It is general using pulling measurement above and below steel ruler, due to copy survey during often have barrier obstruction so that copy survey error greatly, precision
It is low, and a little necessary connection up and down is pulled using measurement is pulled above and below steel ruler, the danger for copying survey process is increased, there is safety
Hidden danger.
Utility model content
The purpose of this utility model is to provide a kind of absolute altitude and copies survey device and copy survey system, to solve traditional use steel ruler
The problem of transmission absolute altitude copies low survey precision and big risk of work high above the ground.
To achieve the above object, the utility model is adopted the following technical scheme that:A kind of absolute altitude copies survey device, including operation is put down
Platform and it is disposed on operating platform upper support frame;The operating platform includes the flat surface of strip and is arranged on platform
The supporting leg of face bottom surface, operating platform and the adjustable connection of support frame;Support frame as described above is three, including two parallel intervals are set
Support bracket is arranged on the locating rack of operating platform side with parallel support bracket.
It is preferred that, the support frame body is Y-shaped, including studdle and the prop head for being connected to studdle end;Its
Middle studdle is fastened through operating platform and by two nuts up and down.
It is preferred that, the locating rack includes positioning screw and is connected to the positioning rounded cap of positioning screw end;
Wherein positioning screw is fastened through operating platform and by two nuts up and down.
It is preferred that, the through hole through support frame is correspondingly provided with the flat surface, is worn in its through hole and is connected to sleeve pipe.
It is preferred that, the supporting leg at least two, uniform intervals are connected to below flat surface;Supporting leg include vertical column and
It is connected to the diagonal brace between vertical column and working face;The diagonal brace has two, is symmetricly set on the both sides of vertical column.
A kind of absolute altitude copy survey device copy survey system, including the absolute altitude being arranged on the floor of upper strata is copied survey device, is arranged on
Absolute altitude copies the prism surveyed on device and the total powerstation being arranged on lower floor's floor;The camera lens of vertical prism on the upper strata floor
Position is correspondingly provided with measured hole;The total powerstation is located at the underface of the camera lens of prism and by measured hole to prism reading.
It is preferred that, the shank of the prism is erected in the prop head of support bracket, mirror point leans against the setting circle crown of locating rack
End.
It is preferred that, sharp and camera lens the center of setting circle crown point, mirror of the locating rack is in the same horizontal line.
It is preferred that, the side of the shank is provided with levelling rod provided with horizon rule, the sharp position of mirror;The levelling rod(10)Pass through
Spirit level copies survey.
It is preferred that, the Sopwith staff for total powerstation reading is additionally provided with lower floor's floor, the Sopwith staff is arranged on datum mark
On.
The utility model has the characteristics that and beneficial effect compared with prior art:
1st, the height that the nut above and below flat surface adjusts adjusting screw is arranged on by regulation, and by horizon rule to prism
Horizontal check is carried out, makes to be arranged on the prism levels on support bracket, so that the absolute altitude that total powerstation takes to upslide is more accurate, and
Without accumulated error in transmission.
2nd, the total powerstation on lower floor's floor can carry out throwing survey, lifting by measured hole to the prism camera lens on the floor of upper strata
Operating efficiency, reduces the risk of work high above the ground.
3rd, the utility model it is simple in construction, using it is efficient and convenient and it is repeatable utilize, saved financial cost.
The utility model can be widely applied in the measuring system of absolute altitude.
Brief description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation that absolute altitude copies survey system.
Fig. 2 is that absolute altitude copies the structural representation for surveying device.
Reference:1- lower floors floor, 2- upper stratas floor, 3- total powerstations, 4- operating platforms, 5- support brackets, 6-
Prism, 7- horizon rules, 8- measured holes, 9- Sopwith staffs, 10- levelling rods, 11- locating racks.
Embodiment
Embodiment is shown in Figure 2, and a kind of absolute altitude copies survey device and copies survey system, and absolute altitude, which copies survey device, includes operating platform
4 and it is disposed on operating platform upper support frame;The operating platform 4 includes the flat surface of strip and is arranged on platform
The supporting leg of face bottom surface, operating platform 4 and the adjustable connection of support frame;Support frame as described above is three, including two parallel intervals are set
Support bracket 5 locating rack 11 of the side of operating platform 4 is arranged on parallel support bracket;The main body of support bracket 5 is Y-shaped, including
Studdle and the prop head for being connected to studdle end;Wherein studdle passes through operating platform and passes through two nuts up and down
Fastening;The locating rack 11 includes positioning screw and is connected to the positioning rounded cap of positioning screw end;Wherein positioning screw is passed through
Operating platform is simultaneously fastened by two nuts up and down;The through hole through support frame is correspondingly provided with the flat surface, in its through hole
Wear and be connected to sleeve pipe;The supporting leg at least two, uniform intervals are connected to below flat surface;Supporting leg includes vertical column and connection
Diagonal brace between vertical column and working face;The diagonal brace has two, is symmetricly set on the both sides of vertical column.
Shown in Figure 1, the absolute altitude that absolute altitude copies survey system and includes being arranged on upper strata floor 2 copies survey device, is arranged on mark
Height copies the prism 6 surveyed on device and the total powerstation 3 being arranged on lower floor's floor 1;Vertical prism 6 on the upper strata floor 2
Lens location is correspondingly provided with measured hole 8;The total powerstation 3 is located at the underface of the camera lens of prism 6 and by measured hole 8 to rib
The reading of mirror 6;
The shank of the prism 6 is erected in the prop head of support bracket 5, mirror point leans against the setting circle crown end of locating rack 11;
Sharp and camera lens the center of setting circle crown point, mirror of the locating rack 11 is in the same horizontal line;The side of the shank is provided with
The sharp position of horizon rule 7, mirror is provided with levelling rod 10;The levelling rod 10 copies survey by spirit level;It is additionally provided with lower floor's floor 1
For the Sopwith staff 9 of total powerstation reading, the Sopwith staff 9 is arranged on datum mark.
The course of work of the present utility model:
1st, Sopwith staff 9 is stood on datum mark.
2nd, by total powerstation 3 be located on lower floor plate 1, and be directed at measured hole 8.
3rd, reading is carried out to Sopwith staff 9 using total powerstation 3, obtains total powerstation backsight(That is the horizontal absolute altitude of total powerstation).
4th, operating platform 4 is placed on upper strata floor 2.
5th, support frame is connected on operating platform 4, and coarse adjustment support frame level.
6th, prism 6 is placed on support bracket 5, mirror point leans against setting circle crown point, alignment lenses measured hole 8.
7th, calibrated by horizon rule 7, accurate adjustment makes the level of prism 6.
8th, total powerstation 3 is directed at camera lens and carries out reading, obtained total powerstation and throw survey reading(I.e. between total powerstation center and camera lens
Distance), calculate:The horizontal absolute altitude H mirrors=total powerstation backsight of mirror point+total powerstation, which is thrown, surveys reading.
9th, levelling rod 10 is placed on the sharp position of mirror, and reading is carried out to levelling rod 10 by spirit level, obtain spirit level
Backsight, is calculated:The horizontal absolute altitude H water of spirit level=H mirrors+spirit level backsight,
10th, levelling rod 10 is stood on tested point again, and by spirit level reading, obtains spirit level forward reading, then treat
The absolute altitude H of measuring point=H water-spirit level forward reading.
11st, survey device will be copied and be moved to new floor to be measured, repeat step 4 to step 10(Wherein new floor to be measured
Measured hole and the present embodiment at the middle and upper levels floor measured hole on the same line).
Claims (10)
1. a kind of absolute altitude copies survey device, it is characterised in that:Including operating platform(4)And interval setting is supported on the operational platform
Frame;
The operating platform(4)Flat surface including strip and the supporting leg for being arranged on flat surface bottom surface, operating platform(4)With
Connection that support frame is adjustable;
Support frame as described above is three, including the support bracket that two parallel intervals are set(5)It is flat that operation is arranged on parallel support bracket
Platform(4)The locating rack of side(11).
2. absolute altitude according to claim 1 copies survey device, it is characterised in that:The support bracket(5)Main body is Y-shaped, including
Studdle and the prop head for being connected to studdle end;
Wherein studdle is fastened through operating platform and by two nuts up and down.
3. absolute altitude according to claim 2 copies survey device, it is characterised in that:The locating rack(11)Including positioning screw and
It is connected to the positioning rounded cap of positioning screw end;
Wherein positioning screw is fastened through operating platform and by two nuts up and down.
4. absolute altitude according to claim 1 copies survey device, it is characterised in that:It is correspondingly provided with the flat surface through support
Worn in the through hole of frame, its through hole and be connected to sleeve pipe.
5. absolute altitude according to claim 1 copies survey device, it is characterised in that:The supporting leg at least two, uniform intervals
It is connected to below flat surface;
Supporting leg includes vertical column and the diagonal brace being connected between vertical column and working face;
The diagonal brace has two, is symmetricly set on the both sides of vertical column.
6. a kind of absolute altitude as described in claim any one of 1-5 is copied and surveys device and copy survey system, it is characterised in that:Including setting
In upper strata floor(2)On absolute altitude copy survey device, be arranged on absolute altitude copy survey device on prism(6)And it is arranged on lower floor's floor
(1)On total powerstation(3);
The upper strata floor(2)Upper vertical prism(6)Lens location be correspondingly provided with measured hole(8);
The total powerstation(3)Positioned at prism(6)Camera lens underface and pass through measured hole(8)To prism(6)Reading.
7. absolute altitude according to claim 6 is copied and surveys device and copy survey system, it is characterised in that:The prism(6)Shank
It is erected at support bracket(5)Prop head on, mirror point lean against locating rack(11)Setting circle crown end.
8. absolute altitude according to claim 7 is copied and surveys device and copy survey system, it is characterised in that:The locating rack(11)Determine
The center of circle of position crown point, mirror point and camera lens is in the same horizontal line.
9. absolute altitude according to claim 8 is copied and surveys device and copy survey system, it is characterised in that:The side of the shank is provided with
Horizon rule(7), the sharp position of mirror be provided with levelling rod(10);The levelling rod(10)Survey is copied by spirit level.
10. absolute altitude according to claim any one of 7-9 is copied and surveys device and copy survey system, it is characterised in that:The lower floor
Floor(1)On be additionally provided with Sopwith staff for total powerstation reading(9), the Sopwith staff(9)It is arranged on datum mark.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201621465788.4U CN206459649U (en) | 2016-12-29 | 2016-12-29 | A kind of absolute altitude copies survey device and copies survey system |
Applications Claiming Priority (1)
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CN201621465788.4U CN206459649U (en) | 2016-12-29 | 2016-12-29 | A kind of absolute altitude copies survey device and copies survey system |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108225263A (en) * | 2018-01-20 | 2018-06-29 | 北京市第三建筑工程有限公司 | The method that a kind of vertical transfer device of absolute altitude and its application measure absolute altitude |
-
2016
- 2016-12-29 CN CN201621465788.4U patent/CN206459649U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108225263A (en) * | 2018-01-20 | 2018-06-29 | 北京市第三建筑工程有限公司 | The method that a kind of vertical transfer device of absolute altitude and its application measure absolute altitude |
CN108225263B (en) * | 2018-01-20 | 2023-08-18 | 北京市第三建筑工程有限公司 | Elevation vertical transfer device and method for measuring elevation by using same |
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