CN203056076U - Auxiliary apparatus for geological radar detection - Google Patents
Auxiliary apparatus for geological radar detection Download PDFInfo
- Publication number
- CN203056076U CN203056076U CN 201220686297 CN201220686297U CN203056076U CN 203056076 U CN203056076 U CN 203056076U CN 201220686297 CN201220686297 CN 201220686297 CN 201220686297 U CN201220686297 U CN 201220686297U CN 203056076 U CN203056076 U CN 203056076U
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- CN
- China
- Prior art keywords
- tunnel
- detection
- geological radar
- radar detection
- servicing unit
- Prior art date
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- 238000000034 methods Methods 0.000 description 2
- 230000001105 regulatory Effects 0.000 description 2
- 230000001808 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reactions Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 239000000725 suspensions Substances 0.000 description 1
Abstract
Description
Technical field
The utility model relates to a kind of servicing unit that carries out the geological radar forward probe for highway, railway tunnel or underground mine tunnel.
Background technology
At present, when carrying out highway, railway tunnel or mine working advance geologic prediction, use geological radar physical prospecting equipment usually.When using geologic radar detection, tens of kilograms the geological radar antenna of needing to weigh is close to the face of digging laneway.The mode that geological radar antenna is manually praised in current main employing is surveyed.This mode mainly has the following disadvantages: at first, owing to be subjected to the restriction of operating personnel's height, this detection mode can only be surveyed along the bottom of tunnel face, is difficult to detect the middle and upper part of tunnel face.Secondly, many people praise geological radar antenna and move, and cause the coupling of geological radar antenna and face bad easily, may influence the accuracy of detection data.The 3rd, the mode that adopts many people to praise geological radar antenna wastes time and energy, the cost of labor height.
The utility model content
In order to solve the above-mentioned technical problem that exists in the prior art, the purpose of this utility model is to provide a kind of geologic radar detection servicing unit, when adopting this servicing unit that tunnel or tunnel face are surveyed, not only can realize the detection to tunnel or tunnel face bottom, and not limited by operating personnel's height, realize the detection to tunnel or face middle and upper part, tunnel.In addition, adopt the movement of control antenna preferably of this servicing unit, improved the precision of geologic radar detection.And after adopting this servicing unit, can realize single control to geological radar antenna, save artificial.
To achieve these goals, the utility model has adopted following technical scheme: a kind of geologic radar detection servicing unit comprises support column, is horizontally set on two crossbeams, the suspention line that is arranged on the slide rail on the crossbeam and be used for hangs geological radar antenna between the support column.
Preferably, described suspention line is provided with Spring balancer.
Preferably, described support column is divided into upper support post and lower support post two parts, connects by connecting cylinder between upper support post and the lower support post.
Preferably, described crossbeam is dismountable is connected between two support columns.
The beneficial effects of the utility model are:
When adopting this geologic radar detection servicing unit that tunnel or tunnel face are surveyed, not only can realize the detection to tunnel or tunnel face bottom, and not limited by operating personnel's height, realize the detection to tunnel or face middle and upper part, tunnel.In addition, adopt the movement of control antenna preferably of this servicing unit, improved the precision of geologic radar detection.And after adopting this servicing unit, can realize single control to geological radar antenna, save artificial.
Description of drawings
Fig. 1 is structural representation of the present utility model
Reference numeral:
1-connecting cylinder, 2-support column, 21-upper support post, 22-lower support are lived, the 3-slide rail,
4-Spring balancer, 5-crossbeam, 6-geological radar antenna, 7-suspend line in midair
Embodiment
An embodiment of geologic radar detection servicing unit described in the utility model is described below in conjunction with accompanying drawing.Those of ordinary skill in the art can recognize, under the situation that does not depart from spirit and scope of the present utility model, can revise described embodiment with various mode.Therefore, accompanying drawing is illustrative with being described in essence, rather than is used for the protection range of restriction claim.In addition, in this manual, accompanying drawing draws not in scale, and identical Reference numeral is represented identical part.
As shown in Figure 1, geologic radar detection servicing unit described in the utility model comprises two support columns 2, the height of these two support columns 2 is according to the height setting of road and rail tunnel or mine working face, to satisfy the requirement to tunnel or the detection of face middle and upper part, tunnel.
As shown in Figure 1, crossbeam 5 is horizontally set between two support columns 2, and the length of crossbeam 5 is set according to the width of road and rail tunnel or mine working face.Can adopt between described crossbeam 5 and the support column 2 and fixedly connected, present embodiment preferably adopts dismountable connected mode.Adopt dismountable connected mode after detection is finished, placement is taken in this geologic radar detection servicing unit dismounting, to reduce taking the space.
As shown in Figure 1, crossbeam 5 is provided with slide rail 3, and present embodiment preferably arranges two slide rails 3.This slide rail 3 can slide along crossbeam 5.The below of slide rail 3 is connected with suspention line 7, and the end of suspention line 7 is used for hanging geological radar antenna 6.In the process of surveying, can satisfy the detection requirement to differing heights by the length of regulating suspention line 7.
Present embodiment preferably arranges Spring balancer 4 at the end of suspention line 7, and Spring balancer 4 can be regulated the height of suspension geological radar antenna 6 thereunder within the specific limits, and is to satisfy the detection requirement to differing heights, time saving and energy saving.
In addition, described support column 2 preferably is set to attachable upper support post 21 and lower support post 22 two parts in the present embodiment, connects by connecting cylinder 1 between upper support post 21 and the lower support post 22.When the bottom of tunnel or tunnel face is surveyed, can only use upper support post 21; When the middle and upper part of tunnel or tunnel face is surveyed, lower support post 22 is connected to the below of upper support post 21 by connecting cylinder 1, guaranteed to survey height.Simultaneously, because the spatial dimension in tunnel or tunnel is narrower and small, support column 2 is designed to demountable upper support post 21 and lower support post 22, the inconvenience that can avoid the workpiece overlength to bring, what also be convenient to after detection is finished takes in.
Below, be described with reference to the accompanying drawings the use of geologic radar detection servicing unit described in the utility model.
As shown in Figure 1, when adopting this geologic radar detection servicing unit that tunnel or tunnel face are surveyed, at first crossbeam 5 is installed between two upper support posts 21, then slide rail 3 is installed on the crossbeam 5, one end of suspention line 7 is connected on the slide rail 3, and the other end of suspention line 7 connects Spring balancer 4.Obviously, if adopt Spring balancer 4, also Spring balancer 4 directly can be suspended on the slide rail 3.
Before then this geologic radar detection servicing unit fixedly being stood on face, geological radar antenna 6 is suspended on the hook of Spring balancer 4 belows.During detection, operating personnel slide at crossbeam 5 by shifting sledge 3, can well control the position of geological radar antenna 6 on tunnel or tunnel face Width, finish detection to the face bottom according to the radar detection program then.
Then lower support post 22 is connected to the below of upper support post 21 by connecting cylinder 1, thereby the height of geological radar antenna 6 is raise, finish detection to the middle and high portion of face according to same radar detection program then.In the process of surveying, can regulate the height of geological radar antenna 6 by the length of adjusting suspention line 7 or by Spring balancer 4 according to the needs of surveying, to satisfy the detection requirement to differing heights, time saving and energy saving.
Obviously, when adopting this geologic radar detection servicing unit that tunnel or tunnel face are surveyed, also can earlier upper support post 21 and lower support post 22 two parts be connected, finish the detection to the middle and high portion of face earlier, then lower support post 22 is removed, finish detection to face bottom according to the radar detection program.
As mentioned above, when utilizing geologic radar detection servicing unit described in the utility model that tunnel or tunnel face are surveyed, not only can realize the detection to tunnel or tunnel face bottom, and not limited by operating personnel's height, realize the detection to tunnel or face middle and upper part, tunnel.In addition, adopt the movement of control antenna preferably of this servicing unit, improved the precision of geologic radar detection.And after adopting this servicing unit, can realize single control to geological radar antenna, save artificial.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220686297 CN203056076U (en) | 2012-12-12 | 2012-12-12 | Auxiliary apparatus for geological radar detection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220686297 CN203056076U (en) | 2012-12-12 | 2012-12-12 | Auxiliary apparatus for geological radar detection |
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| Publication Number | Publication Date |
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| CN203056076U true CN203056076U (en) | 2013-07-10 |
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| CN 201220686297 CN203056076U (en) | 2012-12-12 | 2012-12-12 | Auxiliary apparatus for geological radar detection |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103592689A (en) * | 2013-11-22 | 2014-02-19 | 山东大学 | Combined type rail device for laying radar antenna automatically and testing method |
| CN104849772A (en) * | 2015-06-11 | 2015-08-19 | 山东大学 | Auxiliary device for operation of geological radar in construction of tunnel face of large-section tunnel |
| CN106291471A (en) * | 2016-07-28 | 2017-01-04 | 山东大学 | A kind of geologic radar detection auxiliary device for railway tunnel and using method |
| CN106404029A (en) * | 2016-08-29 | 2017-02-15 | 上海复合材料科技有限公司 | Satellite composite material planar frame hanging debugging tool |
| CN107238865A (en) * | 2015-09-21 | 2017-10-10 | 安徽理工大学 | A kind of exploitation method for possessing the change of detection drift section and coordinate detection result |
| CN109298416A (en) * | 2018-09-18 | 2019-02-01 | 山东大学 | A kind of Tunnel Engineering geologic radar detection auxiliary device and working method |
| CN111175835A (en) * | 2020-01-16 | 2020-05-19 | 山东省鲁南地质工程勘察院(山东省地勘局第二地质大队) | Engineering geology detection method |
-
2012
- 2012-12-12 CN CN 201220686297 patent/CN203056076U/en active IP Right Grant
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103592689A (en) * | 2013-11-22 | 2014-02-19 | 山东大学 | Combined type rail device for laying radar antenna automatically and testing method |
| CN104849772A (en) * | 2015-06-11 | 2015-08-19 | 山东大学 | Auxiliary device for operation of geological radar in construction of tunnel face of large-section tunnel |
| CN107238865A (en) * | 2015-09-21 | 2017-10-10 | 安徽理工大学 | A kind of exploitation method for possessing the change of detection drift section and coordinate detection result |
| CN106291471A (en) * | 2016-07-28 | 2017-01-04 | 山东大学 | A kind of geologic radar detection auxiliary device for railway tunnel and using method |
| CN106291471B (en) * | 2016-07-28 | 2018-11-30 | 山东大学 | A kind of geologic radar detection auxiliary device and application method for railway tunnel |
| CN106404029A (en) * | 2016-08-29 | 2017-02-15 | 上海复合材料科技有限公司 | Satellite composite material planar frame hanging debugging tool |
| CN106404029B (en) * | 2016-08-29 | 2018-11-23 | 上海复合材料科技有限公司 | Satellite hangs debugging tool with composite material plane framework |
| CN109298416A (en) * | 2018-09-18 | 2019-02-01 | 山东大学 | A kind of Tunnel Engineering geologic radar detection auxiliary device and working method |
| CN111175835A (en) * | 2020-01-16 | 2020-05-19 | 山东省鲁南地质工程勘察院(山东省地勘局第二地质大队) | Engineering geology detection method |
| CN111175835B (en) * | 2020-01-16 | 2020-10-16 | 山东省鲁南地质工程勘察院(山东省地勘局第二地质大队) | Engineering geology detection method |
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