CN105347268B - Orthogonal horizontal adjusting means - Google Patents
Orthogonal horizontal adjusting means Download PDFInfo
- Publication number
- CN105347268B CN105347268B CN201510719171.4A CN201510719171A CN105347268B CN 105347268 B CN105347268 B CN 105347268B CN 201510719171 A CN201510719171 A CN 201510719171A CN 105347268 B CN105347268 B CN 105347268B
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- points
- bubble
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- regulation
- adjusting means
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- 230000033228 biological regulation Effects 0.000 claims abstract description 25
- 239000000758 substrate Substances 0.000 claims abstract description 25
- 239000004567 concrete Substances 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 4
- 229910000975 Carbon steel Inorganic materials 0.000 claims description 3
- 239000010962 carbon steel Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 15
- 229910052751 metal Inorganic materials 0.000 abstract description 6
- 239000002184 metal Substances 0.000 abstract description 6
- 230000001105 regulatory effect Effects 0.000 abstract description 5
- 230000008859 change Effects 0.000 abstract description 4
- 230000008569 process Effects 0.000 abstract description 3
- 238000001514 detection method Methods 0.000 abstract description 2
- 238000001179 sorption measurement Methods 0.000 abstract 1
- 238000009432 framing Methods 0.000 description 6
- 238000005259 measurement Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000005476 soldering Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000003827 upregulation Effects 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
- B66F11/00—Lifting devices specially adapted for particular uses not otherwise provided for
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C9/00—Measuring inclination, e.g. by clinometers, by levels
- G01C9/18—Measuring inclination, e.g. by clinometers, by levels by using liquids
- G01C9/24—Measuring inclination, e.g. by clinometers, by levels by using liquids in closed containers partially filled with liquid so as to leave a gas bubble
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
- B66F2700/00—Lifting apparatus
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Foundations (AREA)
Abstract
The present invention relates to a kind of orthogonal horizontal adjusting means.For the leveling of platform and equipment, the method for its diagonal detection orthogonal horizontal regulation comprises the following steps：Make the rectangular Triangle-Profile of three fulcrums, using right-angled apices C as fixed pivot, A points and B points are adjusted respectively, because AC is mutually perpendicular to BC, when adjusting A points, the height change of A points does not have component in BC directions；Similarly, B points are adjusted, the height change of B points, also without component, is so achieved that the separately adjustable of both direction on AC directions, and practical adjustments amount is consistent with design regulated quantity.Using this method, two tube bubbles are placed along AC and BC directions respectively, substrate is adjusted to level by metal building pile foundation level positioner by absolute altitude regulation and Level tune, location-plate is by magnet adsorption in substrate corner, whole horizontal adjustment is completed, it is simple efficient that regulation process is distributed the regulation of three fulcrums than the equilateral triangle of prior art.
Description
Technical field
The present invention relates to a kind of orthogonal horizontal adjusting means, and in particular to a kind of metal building pile foundation location adjusting device,
Including absolute altitude regulation and Level tune.
Background technology
Platform and equipment leveling, due to the result that diagonal is detected, data are uniquely accurately conventional detection method, platform
Supporting-point is generally three, even if multiple supporting-points, is also that leveling is carried out based on three supporting-points, each adjustable fulcrum adjustment
When in measurement plane adjustment increment caused by the same area or same point be different, be phase in the same area adjustment result
Anti-.The adjustable fulcrum of usual diagonal mensuration is distributed in equilateral triangle, and when adjusting each supporting-point, working face is respectively with each
Supporting-point diagonal rotates for axle, its diagonal etc. is higher than datum plane.The advantage of this method is that measurement result is unique, is lacked
Point is that horizontal adjustment occurs repeatedly, and adjustment trouble is time-consuming.Its reason is to work as to adjust a diagonal parallel to datum plane,
When adjusting another diagonal again, because each adjustable fulcrum adjustment result is interfered and is influenceed, so that adjusted is right
The height of linea angulata changes again.Solving this problem should just start with from the mechanism of analysis leveling, find the side of fast leveling
Method.
Level tune and measurement are widely used in building field, including constitute stake by the pile framing of many piles and connection stake top
Basis a, root post is connected to form single pile isolated footing, referred to as foundation pile with pile foundation, and pile framing is divided into metal cabinet and cast-in-place steel
Reinforced concrete.So, the horizontal accuracy of pile framing directly affects the construction quality of pile foundation.
The content of the invention
To overcome the defect present in the method and apparatus of above-mentioned orthogonal horizontal regulation, technology to be solved by this invention is asked
Topic is to provide a kind of adjustable fulcrum adjustment and not interfered, the practical adjustments amount method consistent with design regulated quantity.
Corresponding to this, it is mutually not dry that another technical problem to be solved of the invention is to provide a kind of adjustable fulcrum adjustment
Relate to, the practical adjustments amount device consistent with design regulated quantity.
For orthogonal horizontal adjusting method, present invention solves the technical problem that method comprise the following steps：By three
The rectangular Triangle-Profile of point, using right-angled apices C as fixed pivot, adjusts A points and B points respectively；Because AC is mutually perpendicular to BC,
When adjusting A points, the height change of A points do not have component in BC directions, is substantially that A points are raised and lowered in working platform plane
Upper each point is highly changed, and its working platform plane is rotated along other two strong points BC lines for axle.Similarly, B points, B are adjusted
The height change of point, also without component, is so achieved that the separately adjustable of both direction on AC directions, practical adjustments amount with
Design regulated quantity consistent.
As a kind of preferred scheme of the above method, for tube bubble is placed respectively along right-angle side AC and BC, with C
Point is fulcrum, adjusts A points, makes the bubble of tube bubble placed in the middle, in horizontality；B points are adjusted again, make the gas of tube bubble
Bubble is placed in the middle, is rapidly completed horizontal adjustment.Another preferred scheme corresponding with this, if optional position is put inside and outside right angled triangle
A circle bubble is put, using C points as fulcrum, A points are adjusted, the bubble in circle bubble is moved from o points along perpendicular to BC directions
To a points, then B points are adjusted, bubble in circle bubble is directly reached home b along AC vertical direction, be equally rapidly completed water
Heibei provincial opera is whole.
For pile framing orthogonal horizontal adjusting means, above-mentioned technical problem is so solved：Adjustable column is in straight
Angle Triangle-Profile, C is right-angled apices, and right-angle side AC places tube bubble, and right-angle side BC places tube bubble, including adjusts
The substrate of whole building pile foundation corner location-plate benchmark, hit disk connection hits post through substrate, hits disc compacting layer of ground soil and enters
Row positioning, flywheel linkage adjustable column can realize upper and lower regulation, and the scale strip that the concrete numerical value of regulation can be by flywheel is read.
There is external screw thread on adjustable column, itself and the nut being fixed on substrate form screw thread pair.The aluminium material substrate two ends are provided with fixation
Location-plate is adsorbed on substrate by the carbon steel suction disc of magnet, magnet, and handle is used for carrying substrate, and hitting for being connected as a single entity and hits post at disk
It is extensible to be placed on other adjustable column operating positions.
Using the device of said structure, the vertical graduated scale of 0 and positive and negative numerical value is carved with because C points are set, using disc as
Benchmark, adjusts vertical absolute altitude.Used in sunshade board above vertical graduated scale is in blocking sunshine, shadow shield, graduated scale and substrate
Surface painted black, reduces interference of the ambient light to naked eyes reading.
If pile framing is a rectangle or square platform, it is constituted on the basis of four pieces of location-plates, the substrate that 3 points of A, B, C
Measurement plane is parallel with the location-plate for determining cushion cap plane, and this fast leveling method is applied to plurality of devices and platform.
Brief description of the drawings
The embodiment to the present invention elaborates below in conjunction with the accompanying drawings：
Fig. 1 is the schematic diagram that the present invention places the regulation of tube bubble orthogonal horizontal.
Fig. 2 is the schematic diagram that the present invention places the regulation of circle bubble orthogonal horizontal.
Fig. 3 is the schematic diagram that prior art places circle bubble regulation.
Fig. 4 is the stereogram that metal building pile foundation of the present invention positions water transfer leveling device.
Fig. 5 is the front view of Fig. 4 shown devices.
Fig. 6 is the stereogram for the post shore connection pile foundation that Fig. 4, Fig. 5 device position leveling.
Embodiment
The method of orthogonal horizontal regulation of the present invention is applied to the fast levelings such as equipment, equipment and building pile framing, by
Tube bubble and circle bubble, its principle is as shown in Figure 1 and Figure 2.3 points determine a plane, and Fig. 3 shows prior art pair
Methods generally are adjusted using 3 points in the Level tune of a plane, that is, the height for adjusting at 3 points reaches horizontal purpose.Common three
Fulcrum is distributed in equilateral triangle, when adjusting one of fulcrum, and the high variable quantity on this direction is in other two and its
It is important on into 120 ° of directions, the deviation of practical adjustments amount and expected regulated quantity is formed, causes regulation process repeatedly to repair
It is positive and negative multiple tediously long.
Fig. 4 and Fig. 5 using metal building pile foundation level, vertically oriented device as embodiment, the device it is main by substrate 9,
Location-plate 12, adjustable column 7, the first tube bubble 10, the second tube bubble 4, hit disk 3, disc 14 etc. composition.Three regulations
The rectangular Triangle-Profile of post 7, adjustable column C is right-angled apices, and adjustable column A, B are that hypotenuse end points, i.e. AC are vertical with BC, the first pipe
The tube bubble 4 of shape air level 10 and second is placed along AC and BC directions respectively, and regulation is divided into absolute altitude regulation and Level tune.Base
The two ends of plate 9 are provided with carbon steel suction disc 16, are mainly used in fixed magnet 1, and handle 2 is used for carrying substrate 9, and substrate 9 is with lightweight, rigidly
Good superduralumin is made.
Specific regulation process to the present invention is described below：
1st, three pieces of discs 14 are padded under three ends of adjustable column 7 respectively, hits post 15 with three that hit the riveting of disk 3 and hit respectively
Three discs 14 are made a call to, disc 14 is moved down, 14 times soil layers of disc are tamped, it is along outer three pilot holes of adjustable column 7 to hit post 15
Through substrate 9.Certainly, if original soil layer is smooth and hard, this step can be saved.
2nd, on the basis of disc 14, vertical absolute altitude is adjusted.Laser elevation line is got with laser leveler and is shown in vertical quarter
Spend on chi 6.Vertical graduated scale 6 is carved with 0 and positive and negative numerical value, and scale where control elevation line, regulation C points adjustable column 7 makes mark
High Line beam aligns 0, if absolute altitude Line beam is on the occasion of the past up-regulation of adjustable column 7；If otherwise positioned at negative value, adjustable column 7 is down
Adjust.Flywheel 8 is used to fine-tune, and the tapered end of adjustable column 7 is used for having external screw thread on quick regulation, adjustable column 7, and it is with being fixed on substrate
The formation screw thread pair of nut 13 on 9, rotates adjustable column 7 and upper and lower regulation can be achieved.The concrete numerical value of regulation can be according to flywheel by
Scale strip 11 read.
3rd, regulation A points adjustable column 7, makes the first tube bubble（10）Bubble be in middle position.
4th, regulation B points adjustable column 7, makes the second tube bubble（4）Bubble be in middle position.
5th, now substrate 9 has been adjusted to level, now, and location-plate 12 is adsorbed on substrate 9 with magnet 1, four pieces of location-plates
12 are in horizontality.
Fig. 6 is the stereogram for the post shore connection pile foundation that said apparatus positions leveling.Location-plate 12 opens profiled holes
The top of spiral ground pile 17 being driven underground is enclosed on, four pieces of movements of location-plate 12 are fitted with the substrate 9 of leveling, on this position
The gap of sealing weld profiled holes and spiral ground pile 17, can also first spot welding live to remove location adjusting device sealing weld again, determining after welding
Position plate 12 is gone to the bottom as benchmark laminating cushion cap casing 18, and spiral ground pile 17 passes through cushion cap casing 18 with another its head of location-plate soldering and sealing
Portion, because plane is parallel with location-plate 12 on cushion cap casing 18, hanging down for the upper pillar stand 19 of cushion cap casing 18 is welded on so as to ensure that
Straight degree.
Certainly, above-mentioned pile foundation structure is because engine request is from metal and using welding, if held from armored concrete
Platform is equally applicable, in the knowledge that those skilled in the art possess, can be on the premise of present inventive concept is not departed from
Various changes can be made.
Claims (5)
1. a kind of orthogonal horizontal adjusting means, the device is main by substrate（9）, location-plate（12）, adjustable column（7）, the first tubulose
Air level（10）, the second tube bubble（4）, hit disk（3）, flywheel（8）Constitute, it is characterised in that：The adjustable column（7）In straight
Angle Triangle-Profile, right-angled apices C is fixed pivot, and right-angle side AC places the first tube bubble（10）, right-angle side BC placements
Second tube bubble（4）, including adjustment building pile foundation corner location-plate（12）The substrate of benchmark（9）, connect and hit disk（3）Hit
Post（15）Through substrate（9）, and hit disc（14）Compacting layer of ground soil is positioned, flywheel（8）Link adjustable column（7）Can be real
Existing upper and lower regulation, the concrete numerical value of regulation can be according to flywheel（8）Other scale strip（11）Read, the adjustable column（7）On have outer
Screw thread, it is with being fixed on substrate（9）On nut（13）Form screw thread pair；The substrate（9）Two ends are provided with fixed magnet（1）'s
Carbon steel suction disc（16）, magnet（1）By location-plate（12）It is adsorbed in substrate（9）On；It is described to hit disk（3）With hitting post（15）Connection one
Body, entirety is extensible and is placed on each adjustable column（7）Operating position.
2. according to the orthogonal horizontal adjusting means described in claim 1, it is characterised in that：The C points are fulcrum, adjust A points, make
First tube bubble（10）Bubble is in horizontality between two parties, then adjusts B points, makes the second tube bubble（4）Bubble is located between two parties
In horizontality, horizontal adjustment is completed.
3. according to the orthogonal horizontal adjusting means described in claim 1, it is characterised in that：Any position inside and outside the right angled triangle
The circle bubble of placement location one, using C points as fulcrum, adjusts A points, makes in circle bubble bubble from o points along perpendicular to BC directions
A points are moved to, then adjust B points, circle bubble is directly reached home b along AC vertical direction in horizontality bubble, completion
Horizontal adjustment.
4. according to the orthogonal horizontal adjusting means described in claim 1, it is characterised in that：The C points set be carved with 0 and just,
The vertical graduated scale of negative value（6）And shadow shield（5）.
5. according to the orthogonal horizontal adjusting means described in claim 1, it is characterised in that：The substrate（9）, scale strip（11）、
Shadow shield（5）And vertical graduated scale（6）Surface painted black.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510719171.4A CN105347268B (en) | 2015-10-30 | 2015-10-30 | Orthogonal horizontal adjusting means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510719171.4A CN105347268B (en) | 2015-10-30 | 2015-10-30 | Orthogonal horizontal adjusting means |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105347268A CN105347268A (en) | 2016-02-24 |
| CN105347268B true CN105347268B (en) | 2017-09-26 |
Family
ID=55323370
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510719171.4A Active CN105347268B (en) | 2015-10-30 | 2015-10-30 | Orthogonal horizontal adjusting means |
Country Status (1)
| Country | Link |
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| CN (1) | CN105347268B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115290122A (en) * | 2022-08-02 | 2022-11-04 | 重庆巨能建设集团路桥工程有限公司 | Simple calibration method for prism centering rod |
| CN116592846A (en) * | 2023-06-02 | 2023-08-15 | 昆山开发区建设工程检测有限公司 | Perpendicularity detection device for engineering quality detection |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2296899Y (en) * | 1997-05-28 | 1998-11-11 | 周本祥 | Gantry cylinder top pressure type hydraulic static pile press |
| US6062517A (en) * | 1998-05-05 | 2000-05-16 | Torres; Joseph A. | Carpet shim |
| CN201247048Y (en) * | 2008-07-24 | 2009-05-27 | 天津港东科技发展股份有限公司 | Thickness meter for optical film |
| CN101810402B (en) * | 2010-04-15 | 2011-05-18 | 中国石油大学(华东) | Real-time automatically leveled table and chair |
| CN103206603B (en) * | 2012-01-11 | 2016-12-14 | 昆山允升吉光电科技有限公司 | Support the leveling method of platform |
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| Publication number | Publication date |
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| CN105347268A (en) | 2016-02-24 |
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| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Liu Yongyan Inventor before: Liu Yongyan Inventor before: Wang Lianhua Inventor before: Liang Dong Inventor before: Zhang Qian |
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Effective date of registration: 20231121 Address after: Yadu Village, Chibusu Town, Mao County, Aba Tibetan and Qiang Autonomous Prefecture, Sichuan 623200 Patentee after: Sichuan Hope Hydropower Development Co.,Ltd. Address before: No. 168 Xihanggang Hope Road, Shuangliu County, Chengdu City, Sichuan Province, 610225 Patentee before: CHENGDU SHENLAN HIGH TECHNOLOGY DEVELOPMENT Co.,Ltd. |