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CN103389082A - 360-degree free-of-leveling forced centering collimation equipment and using method thereof - Google Patents

360-degree free-of-leveling forced centering collimation equipment and using method thereof Download PDF

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Publication number
CN103389082A
CN103389082A CN201310336289XA CN201310336289A CN103389082A CN 103389082 A CN103389082 A CN 103389082A CN 201310336289X A CN201310336289X A CN 201310336289XA CN 201310336289 A CN201310336289 A CN 201310336289A CN 103389082 A CN103389082 A CN 103389082A
Authority
CN
China
Prior art keywords
forced centering
centering pipe
pipe
screw bolt
forced
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.)
Pending
Application number
CN201310336289XA
Other languages
Chinese (zh)
Inventor
李朝柱
郑侬侬
张俊红
孙维平
栗红宇
王子平
刘杨
杨志军
李金宁
史青
吕金辉
易君
任连海
黄艳萍
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TIANJIN GEOLOGICAL BASED ENGINEERING Co Ltd
TIANJIN GEO-ENGINEERING INVESTIGATION INSTITUTE
Original Assignee
TIANJIN GEOLOGICAL BASED ENGINEERING Co Ltd
TIANJIN GEO-ENGINEERING INVESTIGATION INSTITUTE
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by TIANJIN GEOLOGICAL BASED ENGINEERING Co Ltd, TIANJIN GEO-ENGINEERING INVESTIGATION INSTITUTE filed Critical TIANJIN GEOLOGICAL BASED ENGINEERING Co Ltd
Priority to CN201310336289XA priority Critical patent/CN103389082A/en
Publication of CN103389082A publication Critical patent/CN103389082A/en
Pending legal-status Critical Current

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Abstract

The invention relates to 360-degree free-of-leveling forced centering collimation equipment and a using method thereof. The 360-degree free-of-leveling forced centering collimation equipment comprises a centering bolt, a forced centering pipe, a guide rod and a small prism, wherein the centering bolt is fixed in a monitoring body, the forced centering pipe and the centering bolt are in screwed connection with each other by internal threads, the guide rod and the lower end of the small prism are in screwed connection with each other through threads, the guide rod is directly inserted into the forced centering pipe and can concentrically rotate but does not shake in the forced centering pipe, a total station is erected at a place with a good sighting condition, and the small prism is manually adjusted to face the total station. A reference point and a monitoring point can be simulantoulsy observed, and after observation, the small prism or the forced centering pipe is dismounted according to practical situations of a project, or before project completion, the equipment stays still. The 360-degree free-of-leveling forced centering collimation equipment has the beneficial effects of carrying out the high-precision repeated centering, being convenient to disassemble and install, being capable of rotating by 360 degrees, having high operation efficiency, and protecting the monitoring point easily.

Description

360 degree are exempted from leveling forced centering sighting means and using method
Technical field
The present invention relates to a kind of in the deformation monitoring field particularly in horizontal displacement monitoring 360 degree as the monitoring point sign exempt from leveling forced centering sighting means and using method.
Background technology
Horizontal displacement monitoring is as the traditional monitoring project in deformation monitoring, because it can directly measure the deflection of monitoring body, always being subject to each side pays close attention to, tradition horizontal displacement monitoring point is mainly the nail of top band " ten " word, if employing angle-measuring method, sighting target is survey pin, this method is subjected to the site condition restriction to use limited, if adopt the total station instrument coordinate method, need each centering leveling prism as sighting target, this sighting target operating efficiency is low, and accuracy of alignment is also low, but this method place is adaptable, uses at present more extensive.At present along with the use of full-automatic total powerstation (robot measurement), the monitoring of high-accuracy high-efficiency rate becomes a reality, a problem appears again in this method in engineering practice, the prism that is fixed on the monitoring body can only be aimed at a direction, and this allows the position of selecting to set up instrument be limited to, and the construction site personnel are complicated, quality just differs, be fixed on that the prism of monitoring on body lost without reason and the phenomenon destroyed is serious, and prism is more expensive equipment, cost increases greatly virtually.
Summary of the invention
based on above these situations, but high precision repeats centering, dismounting and installation are all very convenient, and can arise at the historic moment by 360 sighting means of spending rotation, concrete technical scheme is, a kind of 360 degree are exempted from leveling forced centering sighting means and using method, comprise centring screw bolt, the forced centering pipe, guide pole, little prism, it is characterized in that: described forced centering pipe is the pipe with the internal thread screw thread, forced centering pipe and centring screw bolt adopt the internal thread screwed connection, guide pole is connected with little prism lower end screw thread, guide pole directly inserts in the forced centering pipe, guide pole can be rotated with one heart and do not rock in the forced centering pipe.
Using method is carried out according to the following steps, and 1. centring screw bolt is fixed in the monitoring body, and electricity consumption is drilled on the monitoring body and holes, and hole depth is determined according to centring screw bolt length, inserts centring screw bolt and fixing, and centring screw bolt protrudes the monitoring surface;
2., the forced centering pipe is screwed on the centring screw bolt of protrusion, according to the monitoring point numbering, the forced centering pipe of corresponding numbering is screwed on the centring screw bolt of protrusion, tightness take the forced centering pipe firmly, loosening and with hand, can back out as principle, after installing first the forced centering pipe, draw markings at centring screw bolt on outside or monitoring surface, forced centering pipe with pen, and centring screw bolt is corresponding with the markings on the forced centering pipe, in order to the forced centering pipe is installed to same position at every turn;
3., the reference numeral guide pole is screwed in the screw thread of little prism lower end and inserts in the forced centering pipe, guide pole can be rotated with one heart in the forced centering pipe, guaranteed that the forced centering pipe all can accurately be installed to same position at every turn;
4., observation, set up total powerstation in place preferably at sighting condition, the little prism of manual adjustments, towards total powerstation, can start to observe simultaneously reference point and monitoring point;
5., observation can be unloaded little prism or forced centering pipe according to the engineering actual conditions after complete, or keep motionless before project is completed.
Repeat centering and can rotate by 360 degree but technique effect of the present invention is high precision, dismounting and easy for installation, operating efficiency is high, and monitoring point is easily protected.
Description of drawings
Fig. 1 is structural representation of the present invention.
Embodiment
as shown in Figure 1, be installed to as centring screw bolt 1 on the monitoring body and fixing with the single ended bolt of M12 or with the expand tube bolt of M12 bolt with the instruments such as electric drill punchings on the monitoring body, monitoring body 1 ~ 2cm is exposed at centring screw bolt 1 top, it is that the weldless steel tube of M12 is as forced centering pipe 2 that Precision Machining goes out internal thread, forced centering pipe 2 is threaded with centring screw bolt 1, tightness degree is for mounting and dismounting with hand, after installing first on forced centering pipe 2 and centring screw bolt 1 or monitoring body setting-out serve as a mark, all allow mark aim at later at every turn, guaranteed that forced centering pipe 2 all can accurately be installed to same position at every turn, little prism 4 models can be the little prism of come card GMP111 or the little prism group of imitative come card, guide pole 3 is the straight Metallic rod of TOE, thread size and little prism 4 lower end threaded holes are measure-alike, straight Metallic rod diameter is identical with centering pipe 2 internal diameters, only need during use forced centering pipe 2 and centring screw bolt 1 are threaded onto mark, guide pole 3 is together with little prism 4 is screwed onto, guide pole 3 inserts in forced centering pipe 2 and gets final product.
During observation, at sighting condition, set up total powerstation in place preferably, the little prism 4 of manual adjustments is towards total powerstation, can start to observe simultaneously reference point and monitoring point, observe after complete and can unload little prism 4 or forced centering pipe 2 according to the engineering actual conditions, or keep motionless before project is completed.

Claims (2)

1. a degree is exempted from leveling forced centering sighting means and using method, comprise centring screw bolt (1), forced centering pipe (2), guide pole (3), little prism (4), it is characterized in that: described forced centering pipe (2) is the pipe with the internal thread screw thread, forced centering pipe (2) adopts the internal thread screwed connection with centring screw bolt (1), guide pole (3) is connected with little prism (4) lower end screw thread, guide pole (3) directly inserts in forced centering pipe (2), guide pole (3) can be rotated with one heart and do not rock in forced centering pipe (2).
2. 360 degree as claimed in claim 1 are exempted from leveling forced centering sighting means and using method, and it is characterized in that: using method is carried out according to the following steps,
1. centring screw bolt (1) is fixed in the monitoring body, and electricity consumption is drilled on the monitoring body and holes, and hole depth is determined according to centring screw bolt (1) length, inserts centring screw bolt (1) and fixing, and centring screw bolt (1) protrudes the monitoring surface;
2., forced centering pipe (2) is screwed on the centring screw bolt (1) of protrusion, according to the monitoring point numbering, the forced centering pipe (2) of corresponding numbering is screwed on the centring screw bolt (1) of protrusion, tightness is firm with forced centering pipe (2), do not become flexible and with hand, can back out as principle, after installing first forced centering pipe (2), with pen at centring screw bolt (1) outside or monitoring surface, the upper markings of drawing of forced centering pipe (2), and centring screw bolt (1) is corresponding with the markings on forced centering pipe (2), in order to forced centering pipe (2) is installed to same position at every turn,
3., reference numeral guide pole (3) be screwed in the screw thread of little prism (4) lower end and insert in forced centering pipe (2), guide pole (3) can be rotated with one heart in forced centering pipe (2), guaranteed that forced centering pipe (2) all can accurately be installed to same position at every turn;
4., observation, set up total powerstation in place preferably at sighting condition, the little prism of manual adjustments (4), towards total powerstation, can start to observe simultaneously reference point and monitoring point;
5., observation can be unloaded little prism (4) or forced centering pipe (2) according to the engineering actual conditions after complete, or keep motionless before project is completed.
CN201310336289XA 2013-08-05 2013-08-05 360-degree free-of-leveling forced centering collimation equipment and using method thereof Pending CN103389082A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310336289XA CN103389082A (en) 2013-08-05 2013-08-05 360-degree free-of-leveling forced centering collimation equipment and using method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310336289XA CN103389082A (en) 2013-08-05 2013-08-05 360-degree free-of-leveling forced centering collimation equipment and using method thereof

Publications (1)

Publication Number Publication Date
CN103389082A true CN103389082A (en) 2013-11-13

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103697866A (en) * 2013-12-09 2014-04-02 长江勘测规划设计研究有限责任公司 Coaxial protection device for field measurement and spanner thereof
CN110306603A (en) * 2019-05-29 2019-10-08 中交天津港湾工程研究院有限公司 A kind of reflective target fixed frame of pit retaining monitoring laser range finder and application method
CN110672077A (en) * 2019-09-24 2020-01-10 中南大学 Monitoring point data supplement method and system based on tunnel surrounding rock deformation monitoring means
CN113551641A (en) * 2021-07-29 2021-10-26 中冀建勘集团有限公司 Horizontal displacement monitoring device, system and method suitable for subway tunnel in operation period
CN115290060A (en) * 2022-09-28 2022-11-04 湖南省第三测绘院 Prism and measuring method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002122429A (en) * 2000-10-17 2002-04-26 Asahi Precision Co Ltd Target device for surveying instrument
CN201436556U (en) * 2009-05-19 2010-04-07 中交三航院勘察工程有限公司 Concealed forced-centering observation target
CN202630959U (en) * 2012-06-05 2012-12-26 中铁上海设计院集团有限公司 Connector for connecting prism and embedded part
CN203455000U (en) * 2013-08-05 2014-02-26 天津市地质工程勘察院 360-degree leveling-free forced centering sighting device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002122429A (en) * 2000-10-17 2002-04-26 Asahi Precision Co Ltd Target device for surveying instrument
CN201436556U (en) * 2009-05-19 2010-04-07 中交三航院勘察工程有限公司 Concealed forced-centering observation target
CN202630959U (en) * 2012-06-05 2012-12-26 中铁上海设计院集团有限公司 Connector for connecting prism and embedded part
CN203455000U (en) * 2013-08-05 2014-02-26 天津市地质工程勘察院 360-degree leveling-free forced centering sighting device

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103697866A (en) * 2013-12-09 2014-04-02 长江勘测规划设计研究有限责任公司 Coaxial protection device for field measurement and spanner thereof
CN103697866B (en) * 2013-12-09 2016-05-04 长江勘测规划设计研究有限责任公司 The coaxial protective device of field measurement and spanner thereof
CN110306603A (en) * 2019-05-29 2019-10-08 中交天津港湾工程研究院有限公司 A kind of reflective target fixed frame of pit retaining monitoring laser range finder and application method
CN110672077A (en) * 2019-09-24 2020-01-10 中南大学 Monitoring point data supplement method and system based on tunnel surrounding rock deformation monitoring means
CN113551641A (en) * 2021-07-29 2021-10-26 中冀建勘集团有限公司 Horizontal displacement monitoring device, system and method suitable for subway tunnel in operation period
CN115290060A (en) * 2022-09-28 2022-11-04 湖南省第三测绘院 Prism and measuring method
CN115290060B (en) * 2022-09-28 2023-01-03 湖南省第三测绘院 Prism and measuring method

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Application publication date: 20131113