CN108489470A - A kind of mixing pile laying out apparatus - Google Patents

A kind of mixing pile laying out apparatus Download PDF

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Publication number
CN108489470A
CN108489470A CN201810326706.5A CN201810326706A CN108489470A CN 108489470 A CN108489470 A CN 108489470A CN 201810326706 A CN201810326706 A CN 201810326706A CN 108489470 A CN108489470 A CN 108489470A
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CN
China
Prior art keywords
strut
right angle
neutrality line
angle template
instrument calibration
Prior art date
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Granted
Application number
CN201810326706.5A
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Chinese (zh)
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CN108489470B (en
Inventor
黄锐新
吴亚伟
陈俊杰
马岸民
廖盛薪
张小青
陶然
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Foshan University
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Foshan University
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Priority to CN201810326706.5A priority Critical patent/CN108489470B/en
Publication of CN108489470A publication Critical patent/CN108489470A/en
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Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C15/00Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00

Abstract

The invention discloses a kind of mixing pile laying out apparatus, mixing pile laying out apparatus includes strut, and strut bottom end is set as tip shape and is inserted perpendicularly into control point, and strut outside middle portion is fixedly connected with engaging lug, and strut passes through engaging lug axis pin connection support bar;Strut upper end lateral surface is provided with upper fastening bolt, lower fastening bolt;Instrument calibration disk, right angle template, iron sheet graduated scale are provided on strut between upper threaded area and lower threaded area;Strut is flexibly connected with the center location of instrument calibration disk, datum line one end face direct north in instrument calibration disk, right angle template is made of clear material and is arranged above instrument calibration disk, lateral neutrality line and longitudinal neutrality line are provided on right angle template, the lateral neutrality line of right angle template or longitudinal neutrality line are directed toward the scale needed for instrument dial edge orientations angle, strut is flexibly connected with right angle template transverse direction neutrality line with the intersection position of longitudinal neutrality line, and the zero mark end of iron sheet graduated scale is socketed on the strut above right angle template.

Description

A kind of mixing pile laying out apparatus
Technical field
The present invention relates to field of civil engineering more particularly to a kind of mixing pile laying out apparatus.
Background technology
Stake position setting-out at present is operated using total powerstation, and leveling and positioning are often cumbersome, in fixed pile It generally requires first to determine azimuth in the process, then apart from adjustment modes, if dHD values are negative, prism need to be to far from total powerstation Direction walk, otherwise walked to close to the direction of total powerstation, until the location of prism is layout point when the value of dHD is zero, The point is marked, the field lofting time is long, expends many energy;And total powerstation is inconvenient to carry, larger by weather restriction, makes Used time need to repeatedly adjust positioning, when especially stake bit comparison is more, needs repeatedly to carry out the above operation, lead to inefficiency, exist Certain limitation;On the other hand, present mixing pile laying out apparatus at least needs to operate in double harness, one-man's Setting-out operation can not be carried out under situation, and inconvenience is brought for constructing operation.
Invention content
Purpose of the present invention is to solve the above problems, design it is a kind of can one man operation mixing pile laying out apparatus.
To achieve the goals above, the technical scheme is that:
A kind of mixing pile laying out apparatus, the mixing pile laying out apparatus include strut, and strut bottom end is set as tip shape simultaneously It is inserted perpendicularly into control point, strut outside middle portion is fixedly connected with engaging lug, and strut passes through engaging lug axis pin connection support bar;Strut Upper end lateral surface is provided with threaded area and lower threaded area, and strut upper end is threadedly coupled by upper threaded area and lower threaded area respectively Upper fastening bolt, lower fastening bolt;Instrument calibration disk, right angle amount are provided on strut between upper threaded area and lower threaded area Plate, iron sheet graduated scale;Strut is flexibly connected with the center location of instrument calibration disk, and datum line one end face is being just in instrument calibration disk The north is to right angle template is made of clear material and is arranged above instrument calibration disk, and position in transverse direction is provided on right angle template Line and longitudinal neutrality line, the lateral neutrality line of right angle template or longitudinal neutrality line are directed toward needed for instrument dial edge orientations angle Scale, strut are flexibly connected with right angle template transverse direction neutrality line with the intersection position of longitudinal neutrality line, the branch above right angle template The zero mark end of iron sheet graduated scale is socketed on bar.
Further, the supporting rod includes support interior bar, support outer bar;Support outer bar for hollow shape and bottom end opening, Support outer bar top is connect with engaging lug axis pin, and support interior bar upper end is socketed in support outer bar and connects with support outer bar screw thread It connects, support interior bar bottom end is set as tip shape.
Further, it is fixedly connected with cross bar on the strut, cross bar is connected with plumb bob by vertical line.
Further, the strut top is provided with limit protrusion.
Further, the strut is connect with instrument calibration disk, right angle template bearing.
Compared with prior art, the invention has the advantages and positive effects that:
The present invention on instrument calibration disk by using being arranged the right angle template being made of clear material and right angle template Lateral neutrality line or longitudinal neutrality line are directed toward the scale needed for instrument dial edge orientations angle so that do not have in instrument calibration disk Upper big angle rotary right angle template may make any neutrality line accurately to point out orientation angle index direction, easy to operate, convenient People using while improve work efficiency;On the other hand, upper threaded area and lower screw thread is arranged in strut upper end in the present invention Area, and be threadedly coupled upper fastening bolt, lower fastening bolt respectively with lower threaded area in upper threaded area, can be to measure angle good Instrument calibration disk, right angle template, iron sheet graduated scale are fixed using upper fastening bolt, lower fastening bolt, and use support Bar fixes strut vertically, then carries out range measurement by iron sheet graduated scale, and surveying and locating operation can be completed in one, to apply Work industry provides a great convenience.
Description of the drawings
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below There is attached drawing needed in technology description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this Some embodiments of invention without having to pay creative labor, may be used also for those of ordinary skill in the art With obtain other attached drawings according to these attached drawings.
Fig. 1 is the structural diagram of the present invention;
Fig. 2 is the partial sectional view of the present invention;
Fig. 3 is the right angle template vertical view of the present invention;
Fig. 4 is the instrument calibration disk vertical view of the present invention;
Fig. 5 is the iron sheet graduated scale vertical view of the present invention.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment, any modification, equivalent replacement, improvement and so on should all be included in the protection scope of the present invention.
As shown in Figures 1 to 5, a kind of mixing pile laying out apparatus, the mixing pile laying out apparatus include strut 4,4 bottom of strut End is set as tip shape and is inserted perpendicularly into control point, and 4 outside middle portion of strut is fixedly connected with engaging lug 3, and strut 4 passes through engaging lug 3 axis pin connection support bars;4 upper end lateral surface of strut is provided with threaded area 7 and lower threaded area 5, and 4 upper end of strut is respectively by upper Threaded area 7 and lower threaded area 5 are threadedly coupled upper fastening bolt 8, lower fastening bolt 12;Between upper threaded area 7 and lower threaded area 5 Instrument calibration disk 6, right angle template 11, iron sheet graduated scale 10 are provided on strut 4;The center location of strut 4 and instrument calibration disk 6 It is flexibly connected, datum line one end face direct north in instrument calibration disk 6, right angle template 11 is made of clear material and is arranged Above instrument calibration disk 6, lateral neutrality line 17 and longitudinal neutrality line 16, the transverse direction of right angle template 11 are provided on right angle template 11 Neutrality line 17 or longitudinal neutrality line 16 are directed toward the scale needed for 6 edge orientations angle of instrument dial, which not having in instrument Big angle rotary right angle template 11 may make any neutrality line accurately to point out orientation angle index direction on device dial 6, grasp Make it is simple, facilitate people using while improve work efficiency;In strut 4 and right angle template transverse direction neutrality line 17 and longitudinal direction The intersection position of bit line 16 is flexibly connected, the zero mark end of socket iron sheet graduated scale 10 on the strut 4 of 11 top of right angle template.
When setting-out operates, strut is inserted perpendicularly into control point first and is fixed it vertically using supporting rod, rotation is straight Angular amount plate makes any neutrality line of right angle template be located on the scale needed for instrument calibration plate edge azimuth, then, rotation The zero mark end for the iron sheet graduated scale being sleeved on strut keeps iron sheet ruler consistent with azimuthal neutrality line direction is pointed out, at this point, logical Cross rotation upper fastening bolt, instrument calibration disk, right angle template, iron sheet graduated scale are fixed lower fastening bolt, finally by Iron sheet graduated scale is pulled to carry out range measurement;The invention enables a people, and surveying and locating operation can be completed, and avoids because of people Member's problem causes construction efficiency to reduce, and is provided a great convenience for construction operation.
The supporting rod includes support interior bar 1, support outer bar 2;It is hollow shape and bottom end opening to support outer bar 2, and support is outer 2 top of bar is connect with 3 axis pin of engaging lug, and 1 upper end of support interior bar is socketed in support outer bar 2 and is threadedly coupled with support outer bar 2, 1 bottom end of support interior bar is set as tip shape.The design allows the present invention to be used in broken terrain, passes through rotation Turn support interior bar and find suitable supporting point so that the present invention is more firm in use, increases the use of the present invention Effect.
Cross bar 13 is fixedly connected on the strut 4, cross bar 13 is connected with plumb bob 15 by vertical line 14.The design is in inner supporting rod It after bottom end is inserted into soil, can determine whether to be inserted vertically by plumb bob, provide convenience for the use of people.
4 top of the strut is provided with limit protrusion 9.The design can prevent upper fastening bolt from strut top abjection from And cause the device that can not use, increase the service life of the present invention.
The strut 4 is connect with instrument calibration disk 6,11 bearing of right angle template.This design reduces instrument calibration disk, right angles The frictional force of template and strut avoids and is used for a long time rear instrument calibration disk, right angle template can not make because amount of friction is too big With increase the present invention uses durability degree.

Claims (5)

1. a kind of mixing pile laying out apparatus, it is characterised in that:The mixing pile laying out apparatus includes strut, and strut bottom end is set as Tip shape is simultaneously inserted perpendicularly into control point, and strut outside middle portion is fixedly connected with engaging lug, and strut connects branch by engaging lug axis pin Strut;Strut upper end lateral surface is provided with threaded area and lower threaded area, and strut upper end passes through upper threaded area and lower screw thread respectively Area is threadedly coupled upper fastening bolt, lower fastening bolt;It is provided with instrument calibration on strut between upper threaded area and lower threaded area Disk, right angle template, iron sheet graduated scale;Strut is flexibly connected with the center location of instrument calibration disk, datum line in instrument calibration disk One end face direct north, right angle template are made of clear material and are arranged above instrument calibration disk, be arranged on right angle template There are lateral neutrality line and longitudinal neutrality line, the lateral neutrality line of right angle template or longitudinal neutrality line to be directed toward instrument dial edge side Scale needed for parallactic angle, strut are flexibly connected with right angle template transverse direction neutrality line with the intersection position of longitudinal neutrality line, right angle amount The zero mark end of iron sheet graduated scale is socketed on strut above plate.
2. mixing pile laying out apparatus as described in claim 1, it is characterised in that:The supporting rod includes support interior bar, support Outer bar;It is hollow shape and bottom end opening to support outer bar, and support outer bar top is connect with engaging lug axis pin, the socket of support interior bar upper end It is threadedly coupled in support outer bar and with support outer bar, support interior bar bottom end is set as tip shape.
3. mixing pile laying out apparatus as described in claim 1, it is characterised in that:Cross bar, cross bar are fixedly connected on the strut It is connected with plumb bob by vertical line.
4. mixing pile laying out apparatus as described in claim 1, it is characterised in that:The strut top is provided with limit protrusion.
5. mixing pile laying out apparatus as described in claim 1, it is characterised in that:The strut and instrument calibration disk, right angle amount Board shaft holds connection.
CN201810326706.5A 2018-04-12 2018-04-12 Mixing pile lofting device Active CN108489470B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810326706.5A CN108489470B (en) 2018-04-12 2018-04-12 Mixing pile lofting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810326706.5A CN108489470B (en) 2018-04-12 2018-04-12 Mixing pile lofting device

Publications (2)

Publication Number Publication Date
CN108489470A true CN108489470A (en) 2018-09-04
CN108489470B CN108489470B (en) 2023-10-20

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CN201810326706.5A Active CN108489470B (en) 2018-04-12 2018-04-12 Mixing pile lofting device

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113091717A (en) * 2021-02-26 2021-07-09 中国市政工程中南设计研究总院有限公司 Device for lofting piles in highway

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2240740A1 (en) * 2008-02-12 2010-10-20 Trimble AB Localization of a surveying instrument in relation to a ground mark
JP2010261832A (en) * 2009-05-08 2010-11-18 Chugoku Electric Power Co Inc:The Measuring instrument
CN205262484U (en) * 2016-01-04 2016-05-25 黑龙江工程学院 Novel geographical measurement is surveyed device
CN106289199A (en) * 2016-11-08 2017-01-04 佛山科学技术学院 A kind of location aligner
KR101706209B1 (en) * 2016-12-09 2017-02-16 (주)해양정보기술 Leveling equipment for improving accuracy
CN206818187U (en) * 2017-06-26 2017-12-29 山东省林业科学研究院 A kind of gradient slope direction instrument

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2240740A1 (en) * 2008-02-12 2010-10-20 Trimble AB Localization of a surveying instrument in relation to a ground mark
JP2010261832A (en) * 2009-05-08 2010-11-18 Chugoku Electric Power Co Inc:The Measuring instrument
CN205262484U (en) * 2016-01-04 2016-05-25 黑龙江工程学院 Novel geographical measurement is surveyed device
CN106289199A (en) * 2016-11-08 2017-01-04 佛山科学技术学院 A kind of location aligner
KR101706209B1 (en) * 2016-12-09 2017-02-16 (주)해양정보기술 Leveling equipment for improving accuracy
CN206818187U (en) * 2017-06-26 2017-12-29 山东省林业科学研究院 A kind of gradient slope direction instrument

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
NAGHMAN KHAN ET AL.: "Performance testing and comparison of turbine ventilators", 《RENEWABLE ENERGY》, vol. 33, no. 11, pages 2441 - 2447, XP022824118, DOI: 10.1016/j.renene.2008.01.016 *
段宝元,蒋贵亮: "矩形土压平衡顶管技术在地铁施工中的应用", 《山西建筑》, vol. 43, no. 18, pages 161 - 163 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113091717A (en) * 2021-02-26 2021-07-09 中国市政工程中南设计研究总院有限公司 Device for lofting piles in highway
CN113091717B (en) * 2021-02-26 2022-05-31 中国市政工程中南设计研究总院有限公司 Device for lofting piles in highway

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