CN107560606B - Free telescopic hidden point measuring device - Google Patents

Free telescopic hidden point measuring device Download PDF

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Publication number
CN107560606B
CN107560606B CN201710864278.7A CN201710864278A CN107560606B CN 107560606 B CN107560606 B CN 107560606B CN 201710864278 A CN201710864278 A CN 201710864278A CN 107560606 B CN107560606 B CN 107560606B
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China
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telescopic arm
sleeve
telescopic
connector
hidden point
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CN201710864278.7A
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CN107560606A (en
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王研
骆建文
张晓林
李相庭
曾磊
何军
秦晓刚
马健钧
姬蕊
崔立水
曹亮
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Xian Changqing Technology Engineering Co Ltd
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Xian Changqing Technology Engineering Co Ltd
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Abstract

The invention belongs to the technical field of hidden point measuring devices, and particularly relates to a free telescopic hidden point measuring device, which comprises a round level, a top connector, a sleeve, a first telescopic arm, a second telescopic arm, a rod measuring groove and a telescopic elastic piece, wherein the round level is connected to the upper surface of the top connector, the sleeve comprises a left sleeve and a right sleeve, the top connector is respectively connected with the left sleeve and the right sleeve, the left sleeve and the right sleeve are respectively connected with the first telescopic arm and the second telescopic arm in sequence, the upper surface and the lower surface of the tail part of the second telescopic arm are respectively provided with the rod measuring groove and the telescopic elastic piece, the problem that GNSS in the prior art cannot measure hidden points under the condition of being blocked is solved, and the free telescopic hidden point measuring device has the characteristics of accurate result, convenience in carrying, rapidness in measurement, simplicity and easiness in implementation, and suitability for measuring field topographic maps.

Description

Free telescopic hidden point measuring device
Technical Field
The invention belongs to the technical field of hidden point measuring devices, and particularly relates to a free telescopic hidden point measuring device.
Background
In field operation, particularly in site and mining area measurement operation, shielding of tall buildings, trees and the like is often encountered, if the coordinates under the roof eave of building walls, galleries, hallways and the like need to be measured, the conventional GNSS measurement cannot complete the coordinate positioning of a to-be-measured point because satellite signals are shielded, so that the GNSS measurement in the current state, particularly the measurement of a large number of building groups, is always the subject of field measurement operation research.
The current situation measurement of the building area is carried out by adopting a total station in the past, when no GNSS assistance is carried out, the current situation measurement is carried out by taking the points on the wire network as the map and measuring the map by the points after the data adjustment, so that the current situation measurement of the building area can really enter the map measuring stage after the steps of on-site stepping, wire network arrangement, measurement adjustment and the like are needed. The more complex the building area, the denser and longer the wire mesh laid out with more shielding, which presents challenges for later data qualification resolution. The method is also a large number of station setting and rearview in the field measurement, and the data acquisition of one station is time-consuming and labor-consuming. The wire net layout method has been gradually replaced.
The GNSS cooperates with the total station to operate, so that the characteristics that the GNSS is not limited by the visibility and is free and flexible and the advantages that the total station is not shielded by satellite signals can be fully exerted, and the point acquired by the GNSS on site can be used as the following point of the image of the total station in the later stage.
With the development of satellite mapping, GNSS operation is becoming popular, and the method is flexible, free from influence of visibility, free from error accumulation and the like, and is widely applied to various industries. But at the same time, the biggest factor restricting the application of the method is satellite signals, namely shielding, and the more trees in the field and the higher buildings are, the more obvious the influence is. It is therefore necessary to find a device and a method that can solve the problem of performing hidden point measurements in the case of occlusion by a GNSS.
Disclosure of Invention
The invention aims to solve the problem that GNSS in the prior art cannot measure hidden points under the condition of being blocked.
The invention provides a free telescopic hidden point measuring device which comprises a round level, a top connector, a sleeve, a first telescopic arm, a second telescopic arm, a rod measuring groove and a telescopic elastic piece, wherein the round level is connected to the upper surface of the top connector, the sleeve comprises a left sleeve and a right sleeve, the top connector is respectively connected with the left sleeve and the right sleeve, the left sleeve and the right sleeve are respectively connected with the first telescopic arm and the second telescopic arm in sequence, and the upper surface and the lower surface of the tail part of the second telescopic arm are respectively provided with the rod measuring groove and the telescopic elastic piece.
The top connector comprises an upper layer connector and a lower layer connector, wherein the upper layer connector is connected above the lower layer connector, the upper layer connector is connected with the left sleeve, the lower layer connector is connected with the right sleeve, and the maximum rotation angle of the upper layer connector and the lower layer connector is 90 degrees.
The sleeve is a square sleeve, and the sections of the first telescopic arm and the second telescopic arm are square.
The inner surface of the sleeve, the outer surface of the first telescopic arm and the outer surface of the second telescopic arm are provided with clamping grooves.
And the connectors of the first telescopic arm and the second telescopic arm are respectively provided with an elastic sheet.
The outer surfaces of the sleeve, the first telescopic arm and the second telescopic arm are marked with scales.
The first telescopic arm and the second telescopic arm are stacked in the sleeve before being stretched.
The invention has the beneficial effects that: according to the free telescopic hidden point measuring device provided by the invention, the top connector of the device is placed at a hidden point to be measured, the telescopic arms are separated and are adjusted according to the site after being freely rotated to a proper angle, so that the measuring rod grooves are exposed at the non-shielding position, the prism rods are respectively placed at the left measuring rod groove and the right measuring rod groove for measurement, the stretching length of the telescopic arms is read for recording, the telescopic shrapnel at the bottom is adjusted during measurement, the centering of the bubble of the circular level is ensured, the measuring coordinates at the hidden point can be obtained through the device, and the result is accurate; in addition, the device has the characteristics of convenient carrying, quick measurement, simplicity and easiness in implementation, and is suitable for measuring the field current topographic map.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
FIG. 1 is a schematic diagram of a free telescoping hidden point measurement device;
Fig. 2 is a front view of the structure of the free telescopic hidden point measuring device.
Reference numerals illustrate: 1. a round level; 2. a top connector; 3. a sleeve; 4. a first telescopic arm; 5. a second telescopic arm; 6. a measuring rod groove; 7. a telescopic spring plate; 8. spring shrinking sheets; 9. a clamping groove; 21. an upper connector; 22. a lower connector; 31. a left sleeve; 32. and a right sleeve.
Detailed Description
Example 1:
As shown in fig. 1 and 2, a free telescopic hidden point measuring device comprises a round level 1, a top connector 2, a sleeve 3, a first telescopic arm 4, a second telescopic arm 5, a measuring rod groove 6 and a telescopic elastic piece 7, wherein the round level 1 is connected to the upper surface of the top connector 2, the sleeve 3 comprises a left sleeve 31 and a right sleeve 32, the top connector 2 is respectively connected with the left sleeve 31 and the right sleeve 32, the left sleeve 31 and the right sleeve 32 are respectively connected with the first telescopic arm 4 and the second telescopic arm 5 in sequence, and the upper surface and the lower surface of the tail part of the second telescopic arm 5 are respectively provided with the measuring rod groove 6 and the telescopic elastic piece 7; firstly, the top connector 2 of the device is placed at a hidden point to be measured, the left sleeve 31 and the right sleeve 32 are separated, after the device is freely rotated to a proper angle, the telescopic arm is adjusted according to the site so as to ensure that the measuring rod groove 6 is exposed at a non-shielding position, the measuring rod groove is a circular hole with the diameter of 1cm, the hole depth is 5mm, prism rods are respectively placed at the left measuring rod groove 6 and the right measuring rod groove 6 for measurement, the stretching length of the telescopic arm is read for recording, the telescopic shrapnel 7 at the bottom is adjusted during measurement, centering of the circular level bubble is ensured, the measuring coordinate at the hidden point can be obtained through the device, and the result is accurate.
Example 2:
As shown in fig. 1 and 2, the top connector 2 includes an upper connector 21 and a lower connector 22, the upper connector 21 is connected above the lower connector 22, the upper connector 21 is connected with a left sleeve 31, the lower connector 22 is connected with a right sleeve 32, the maximum rotation angle of the upper connector 21 and the lower connector 22 is 90 °, and after the upper connector 21 and the lower connector 22 freely rotate to a proper angle, the left sleeve 31 and the right sleeve 32 overlap together when closed, thereby meeting the requirement of field measurement, and the operation is simple and convenient.
The sleeve 3 is a square sleeve, and the sections of the first telescopic arm 4 and the second telescopic arm 5 are square; the square sleeve and the square first 4 and second 5 telescopic arms are strong and stable, while preventing the telescopic arms from twisting in tension so as to affect the reading.
The inner surface of the sleeve 3, the outer surface of the first telescopic arm 4 and the outer surface of the second telescopic arm 5 are provided with clamping grooves 9; the connection heads of the first telescopic arm 4 and the second telescopic arm 5 are respectively provided with an elastic shrinkage piece 8; when the telescopic boom is pulled out from inside to outside, the elastic shrinkage piece 8 sequentially elastically stretches to clamp the clamping groove 9, so that the aim of fixing the telescopic boom is fulfilled, the reading of the telescopic boom is ensured to be fixed, and the measurement accuracy is improved.
The outer surfaces of the sleeve 3, the first telescopic arm 4 and the second telescopic arm 5 are marked with scales; when the device stretches, the self reading can be displayed, so that the reading of a measurer is facilitated.
The first telescopic arm 4 and the second telescopic arm 5 are overlapped in the sleeve 3 before being stretched; the first telescopic boom 4 is pulled out firstly during stretching, the second telescopic boom 5 is sequentially pulled out gradually, the size is from small to large, the lengths of the first telescopic boom 4 and the second telescopic boom 5 are 1 meter, and the telescopic boom has the characteristics of small size, simple structure and convenience in field carrying and operation.
The working principle of the invention is as follows:
Firstly, the top connector 2 of the device is placed at a hidden point to be measured, the telescopic arms are separated, and after the telescopic arms are freely rotated to a proper angle, the telescopic arms are adjusted according to the scene so as to ensure that the measuring rod grooves 6 are exposed at the non-shielding positions, prism rods are placed at the left measuring rod groove 6 and the right measuring rod groove 6 respectively for measurement, the stretching length of the telescopic arms is read for recording, and the telescopic elastic sheets 7 at the bottom are adjusted during measurement so as to ensure that the bubble of the circular level 1 is centered.
The invention has the advantages that:
The device can obtain the measurement coordinates of the hidden point, has accurate results, and has the characteristics of convenient carrying, quick measurement, simplicity and easy implementation, and is suitable for measuring the field current topographic map.
The foregoing examples are merely illustrative of the present invention and are not intended to limit the scope of the present invention, and all designs that are the same or similar to the present invention are within the scope of the present invention.

Claims (4)

1. A free telescopic hidden point measuring device is characterized in that: the novel telescopic device comprises a round level (1), a top connector (2), a sleeve (3), a first telescopic arm (4), a second telescopic arm (5), a measuring rod groove (6) and a telescopic elastic piece (7), wherein the round level (1) is connected to the upper surface of the top connector (2), the sleeve (3) comprises a left sleeve (31) and a right sleeve (32), the top connector (2) is respectively connected with the left sleeve (31) and the right sleeve (32), the left sleeve (31) and the right sleeve (32) are respectively connected with the first telescopic arm (4) and the second telescopic arm (5) in sequence, and the upper surface and the lower surface of the tail of the second telescopic arm (5) are respectively provided with the measuring rod groove (6) and the telescopic elastic piece (7); the top connector (2) comprises an upper layer connector (21) and a lower layer connector (22), wherein the upper layer connector (21) is connected above the lower layer connector (22), the upper layer connector (21) is connected with a left sleeve (31), and the lower layer connector (22) is connected with a right sleeve (32); the sleeve (3) is a square sleeve, and the sections of the first telescopic arm (4) and the second telescopic arm (5) are square; the inner surface of the sleeve (3), the outer surface of the first telescopic arm (4) and the outer surface of the second telescopic arm (5) are provided with clamping grooves (9); the connectors of the first telescopic arm (4) and the second telescopic arm (5) are respectively provided with an elastic shrinkage piece (8); the lengths of the first telescopic arm (4) and the second telescopic arm (5) are 1 meter.
2. The free telescoping hidden point measurement device of claim 1, wherein: the maximum rotation angle of the upper connector (21) and the lower connector (22) is 90 degrees.
3. The free telescoping hidden point measurement device of claim 2, wherein: the outer surfaces of the sleeve (3), the first telescopic arm (4) and the second telescopic arm (5) are marked with scales.
4. The free telescoping hidden point measurement device of claim 3, wherein: the first telescopic arm (4) and the second telescopic arm (5) are overlapped in the sleeve (3) before being stretched.
CN201710864278.7A 2017-09-22 2017-09-22 Free telescopic hidden point measuring device Active CN107560606B (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114347091B (en) * 2022-03-17 2022-06-21 浙江省水利河口研究院(浙江省海洋规划设计研究院) Self-walking mechanical measuring arm, self-walking terrain measuring device and measuring method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7490880B1 (en) * 2006-12-06 2009-02-17 Matsui Jason M Tool and method of use
CN202420497U (en) * 2012-01-19 2012-09-05 西安科技大学 Auxiliary measuring device for measuring point position coordinate by using total station
CN202420501U (en) * 2012-01-19 2012-09-05 西安科技大学 Auxiliary measuring device for measuring hidden point position coordinates in GPS RTK
CN104596487A (en) * 2015-01-20 2015-05-06 浙江国际海运职业技术学院 Concealed orientation measurement device used on total station
CN205049076U (en) * 2015-10-29 2016-02-24 浙江永誉机械制造有限公司 Frock of position three -dimensional coordinate size is concealed in scalable measurement
CN207180674U (en) * 2017-09-22 2018-04-03 西安长庆科技工程有限责任公司 A kind of hidden point measurement apparatus

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7490880B1 (en) * 2006-12-06 2009-02-17 Matsui Jason M Tool and method of use
CN202420497U (en) * 2012-01-19 2012-09-05 西安科技大学 Auxiliary measuring device for measuring point position coordinate by using total station
CN202420501U (en) * 2012-01-19 2012-09-05 西安科技大学 Auxiliary measuring device for measuring hidden point position coordinates in GPS RTK
CN104596487A (en) * 2015-01-20 2015-05-06 浙江国际海运职业技术学院 Concealed orientation measurement device used on total station
CN205049076U (en) * 2015-10-29 2016-02-24 浙江永誉机械制造有限公司 Frock of position three -dimensional coordinate size is concealed in scalable measurement
CN207180674U (en) * 2017-09-22 2018-04-03 西安长庆科技工程有限责任公司 A kind of hidden point measurement apparatus

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