CN204495351U - A kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation - Google Patents
A kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation Download PDFInfo
- Publication number
- CN204495351U CN204495351U CN201520199070.4U CN201520199070U CN204495351U CN 204495351 U CN204495351 U CN 204495351U CN 201520199070 U CN201520199070 U CN 201520199070U CN 204495351 U CN204495351 U CN 204495351U
- Authority
- CN
- China
- Prior art keywords
- locating
- surveying
- laser
- applicable
- tunnel excavation
- 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.)
- Expired - Fee Related
Links
- 238000009412 basement excavation Methods 0.000 title claims abstract description 19
- 230000001105 regulatory effect Effects 0.000 claims abstract description 16
- 239000000758 substrate Substances 0.000 claims description 12
- 230000000694 effects Effects 0.000 claims description 9
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 5
- 238000005553 drilling Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000005641 tunneling Effects 0.000 description 3
- 230000001276 controlling effect Effects 0.000 description 2
- 230000001186 cumulative effect Effects 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000004886 process control Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The utility model relates to tunnelling technology, particularly a kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation.The utility model is achieved by the following technical programs: a kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation, generating laser, for regulating the Level-adjusting mechanism of described generating laser levelness; Described Level-adjusting mechanism comprise relatively rotate connection with described generating laser installing plate, with described generating laser be relative stationary state adjustable plate, lay respectively at described generating laser and described installing plate is rotationally connected the elastic support structure and adjustment structure of locating both sides.The utility model structure is simple, easy to operate, is beneficial to surveying and locating operation in tunnel excavation.
Description
Technical field
The utility model relates to tunnelling technology, particularly a kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation.
Background technology
In set of tunneling construction, driving time lengthening will impel the input of engineering intangible cost, simultaneously, directly affects the controlling duration of whole engineering, in the more nervous duration, rationally can accelerate the Measuring Time in tunneling, strive for the scheduled target of duration, reduce construction cost; In in recent years, use laser orientation instrument equipment that tunnel, tunnel engineering are carried out to construction and measure more, this equipment can indicate direction, the gradient in tunnel, can carry out setting-out accurately to face, detects the out break situation of shaping section; Reasonable employment laser orientation instrument in tunnel, can improve tunnel, the construction quality of tunnel and progress greatly.
Utility model content
The purpose of this utility model is to provide a kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation, and its structure is simple, easy to operate, is beneficial to surveying and locating operation in tunnel excavation.
Above-mentioned technical purpose of the present utility model is achieved by the following technical programs: a kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation, generating laser, for regulating the Level-adjusting mechanism of described generating laser levelness; Described Level-adjusting mechanism comprise relatively rotate connection with described generating laser installing plate, with described generating laser be relative stationary state adjustable plate, lay respectively at described generating laser and described installing plate is rotationally connected the elastic support structure and adjustment structure of locating both sides.
As preferably of the present utility model, described adjustment structure comprises the tapped through hole be located on installing plate, be threadedly connected to described tapped through hole and contact at the first screw rod of described adjustable plate.
As preferably of the present utility model, described first screw rod contacts at an end spherically shape of described adjustable plate.
As preferably of the present utility model, described elastic support structure comprise be fixedly connected on described installing plate orienting sleeve, be slidably socketed in described orienting sleeve and contact at described adjustable plate fore-set, be located at spring between described fore-set and described orienting sleeve.
As preferably of the present utility model, this kind of laser orientation instrument also comprises the side-play amount adjusting mechanism for regulating described generating laser left and right side-play amount; Described side-play amount adjusting mechanism comprises substrate, be fixedly connected on described installing plate and be rotationally connected with described substrate adjustable column, be fixedly connected on described substrate and there is activity space regulating block, be fixedly connected on described adjustable column and stretch into described activity space motion bar, be threadedly connected to described regulating block and one end drives described motion bar to be active in the second screw rod of described activity space.
As preferably of the present utility model, described second screw rod has two, lays respectively at the both sides of described regulating block, and contacts at the respective side of described motion bar respectively.
As preferably of the present utility model, described substrate is provided with fixed sturcture; Described fixed sturcture comprises the two clamping plates be oppositely arranged; The opposite side of two described clamping plate all has groove; Two described clamping plate realize being fastenedly connected by screw.
In sum, the utility model has following beneficial effect: the utility model structure is simple, easy to implement, and adjustment operation is simple, thus effectively can be applied to the surveying and locating operation in tunnel excavation.
Accompanying drawing explanation
Fig. 1 is embodiment laser orientation instrument schematic diagram;
Fig. 2 is embodiment Elastic supporting construction schematic diagram;
Fig. 3 is side-play amount adjust structure schematic diagram in embodiment.
Embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail.
This specific embodiment is only to explanation of the present utility model; it is not to restriction of the present utility model; those skilled in the art can make to the present embodiment the amendment not having creative contribution as required after reading this instructions, as long as but be all subject to the protection of Patent Law in right of the present utility model.
Embodiment: as Figure 1-3, be applicable to a laser orientation instrument for surveying and locating in tunnel excavation, generating laser 1, for regulating the Level-adjusting mechanism of generating laser 1 levelness, for regulating the side-play amount adjusting mechanism of generating laser about 1 side-play amount.
Level-adjusting mechanism comprise relatively rotate connection with generating laser 1 installing plate 21, with generating laser 1 adjustable plate 22 in relative stationary state, lay respectively at generating laser 1 and be rotationally connected with installing plate 21 elastic support structure and adjustment structure of locating both sides.
Adjustment structure comprises the tapped through hole be located on installing plate 21, be threadedly connected to tapped through hole and contact at the first screw rod 23 of adjustable plate 22; Tapped through hole is not shown in the drawings; Stud 22 contacts at an end spherically shape of adjustable plate 22.
Elastic support structure comprise be fixedly connected on installing plate 21 orienting sleeve 31, be slidably socketed in orienting sleeve 31 and contact at adjustable plate 22 fore-set 32, be located at spring 33 between fore-set 32 and orienting sleeve 31.
Side-play amount adjusting mechanism comprises substrate 41, be fixedly connected on installing plate 21 and be rotationally connected with substrate 41 adjustable column 42, be fixedly connected on substrate 41 and there is activity space 431 regulating block 43, be fixedly connected on adjustable column 42 and stretch into activity space 431 motion bar 44, be threadedly connected to regulating block 43 and one end drives motion bar 44 to be active in the second screw rod 45 of activity space 431; Second screw rod 45 has two, lays respectively at the both sides of regulating block 43, and contacts at the respective side of motion bar 44 respectively.
Substrate 41 is provided with fixed sturcture; Fixed sturcture comprises the two clamping plates 51 be oppositely arranged; The opposite side of two clamping plate 51 all has groove 511; Two clamping plate 51 realize being fastenedly connected by screw.
Generating laser 1 also should be connected with cable and ballast resistor.
This enforcement laser orientation instrument can be applicable to laser controlling tunneling direction and section, as follows:
1, straight tunnel or tunnel
Laser orientation instrument is after debugging, and face laser facula meets and overlaps or parallel condition with tunnel axis, and consistent with the gradient; Face hot spot point overlaps with tunnel axis, then the hot spot point in arbitrary section is all the center line in tunnel, and the vertical distance of hot spot point and arch camber is definite value.
When constructing setting-out in driving, Laser Power Devices need be opened, laser position is measured and the distance in the center of circle of arching upward from laser light spot messenger wire, obtain the center of circle and draw tunnel facade center line, use setting-out bar can draw the tunnel line of apsides by the center of circle and design radial, measure the vertical distance of the center of circle to excavation base plate, the flat distance of center line to abutment wall can be drawn by center line, thus digging control can be carried out to tunnel.
2, circular curve tunnel or tunnel
In curved tunnel driving, along with the change of tunnel mileage, the flat distance between axis, tunnel and laser beam constantly changes, and will edit offset distance table to instruct tunnel piercing for this reason.
Obtain the method for offset distance: utilize CAD software in a computer, according to drawing curve element, by floor plan design, put laser beam position exhibition figure, every drilling depth d in fact, measure offset distance e value; When laser beam intersects with tunnel axis, for avoiding the generation of mistake, other character representations can be changed into; Because the gradient of laser beam is consistent with road gradient in highway tunnel, therefore high process control is identical with straight tunnel method.
3, vertical curve tunnel or tunnel
In vertical curve tunnel piercing, along with the change of tunnel mileage, the vertical distance between the center of circle, tunnel and laser beam constantly changes, and will edit perpendicular apart from showing to instruct tunnel piercing for this reason; Can keystone be obtained by perpendicular distance, can home position be obtained according to sectional drawing size, thus setting-out is carried out to face; In reality driving, because explosion drilling depth predicted value and actual value have difference, so every drilling depth tier, measure the average departure distance values of vertical curve starting point to face, editor is dynamically perpendicular makes the cumulative errors of drilling depth reduce apart from table, reduces the error of offset distance.
Obtain the method for perpendicular distance: utilize CAD software in a computer, according to drawing vertical curve key element, by design vertical curve figure, design longitudinal diagram, put laser beam position exhibition figure, every drilling depth in fact, measure offset distance value.
Claims (7)
1. be applicable to a laser orientation instrument for surveying and locating in tunnel excavation, it is characterized in that, generating laser (1), for regulating the Level-adjusting mechanism of described generating laser (1) levelness; Described Level-adjusting mechanism comprise relatively rotate connection with described generating laser (1) installing plate (21), with the adjustable plate (22) of described generating laser (1) in relative stationary state, lay respectively at described generating laser (1) and described installing plate (21) and be rotationally connected the elastic support structure and adjustment structure of locating both sides.
2. a kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation according to claim 1, it is characterized in that, described adjustment structure comprises the tapped through hole be located on installing plate (21), be threadedly connected to described tapped through hole and contact at first screw rod (23) of described adjustable plate (22).
3. a kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation according to claim 2, is characterized in that, described first screw rod (23) contacts at an end spherically shape of described adjustable plate (22).
4. a kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation according to claim 1, it is characterized in that, described elastic support structure comprise be fixedly connected on described installing plate (21) orienting sleeve (31), be slidably socketed in described orienting sleeve (31) and contact at described adjustable plate (22) fore-set (32), be located at spring (33) between described fore-set (32) and described orienting sleeve (31).
5. a kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation according to claim 4, is characterized in that, this kind of laser orientation instrument also comprises the side-play amount adjusting mechanism for regulating described generating laser (1) left and right side-play amount, described side-play amount adjusting mechanism comprises substrate (41), be fixedly connected on described installing plate (21) and be rotationally connected with the adjustable column (42) of described substrate (41), be fixedly connected on described substrate (41) and there is the regulating block (43) of activity space (431), be fixedly connected on described adjustable column (42) and stretch into the motion bar (44) of described activity space (431), be threadedly connected to described regulating block (43) and one end drives described motion bar (44) to be active in second screw rod (45) of described activity space (431).
6. a kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation according to claim 5, it is characterized in that, described second screw rod (45) has two, lays respectively at the both sides of described regulating block (43), and contacts at the respective side of described motion bar (44) respectively.
7. a kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation according to claim 5, is characterized in that, described substrate (41) is provided with fixed sturcture; Described fixed sturcture comprises the two clamping plates (51) be oppositely arranged; The opposite side of two described clamping plate (51) all has groove (511); Two described clamping plate (51) realize being fastenedly connected by screw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520199070.4U CN204495351U (en) | 2015-04-03 | 2015-04-03 | A kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520199070.4U CN204495351U (en) | 2015-04-03 | 2015-04-03 | A kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204495351U true CN204495351U (en) | 2015-07-22 |
Family
ID=53574658
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520199070.4U Expired - Fee Related CN204495351U (en) | 2015-04-03 | 2015-04-03 | A kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204495351U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104748733A (en) * | 2015-04-03 | 2015-07-01 | 核工业井巷建设公司 | Laser indicating instrument suitable for survey setting out in tunnel excavation |
| CN106989739A (en) * | 2017-06-07 | 2017-07-28 | 贵州大学 | A kind of vertical Double regulation device of mine laser director |
| CN107036587A (en) * | 2017-06-07 | 2017-08-11 | 贵州大学 | A kind of horizontal vertical adjusting apparatus of mine laser director |
| CN107063211A (en) * | 2017-05-24 | 2017-08-18 | 葛洲坝测绘地理信息技术有限公司 | The holder device and measuring method of a kind of accurate adjustment laser orientation instrument |
-
2015
- 2015-04-03 CN CN201520199070.4U patent/CN204495351U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104748733A (en) * | 2015-04-03 | 2015-07-01 | 核工业井巷建设公司 | Laser indicating instrument suitable for survey setting out in tunnel excavation |
| CN107063211A (en) * | 2017-05-24 | 2017-08-18 | 葛洲坝测绘地理信息技术有限公司 | The holder device and measuring method of a kind of accurate adjustment laser orientation instrument |
| CN107063211B (en) * | 2017-05-24 | 2023-03-31 | 葛洲坝测绘地理信息技术有限公司 | Support device for accurately adjusting laser direction indicator and measuring method |
| CN106989739A (en) * | 2017-06-07 | 2017-07-28 | 贵州大学 | A kind of vertical Double regulation device of mine laser director |
| CN107036587A (en) * | 2017-06-07 | 2017-08-11 | 贵州大学 | A kind of horizontal vertical adjusting apparatus of mine laser director |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204495351U (en) | A kind of laser orientation instrument being applicable to surveying and locating in tunnel excavation | |
| CN104748733A (en) | Laser indicating instrument suitable for survey setting out in tunnel excavation | |
| CN206694031U (en) | A kind of tunnel tunnel face blasthole location position device | |
| CN112013825B (en) | Rapid station moving platform of laser emitting device in roadway and laser adjusting method thereof | |
| CN107339981A (en) | A kind of electronic tripod of engineering survey and quick centring flatening method | |
| CN203893858U (en) | Mining laser indicator | |
| CN105952377B (en) | Underground coal mine directional drilling method for controlling trajectory | |
| CN108345318A (en) | A kind of beam sections free cantilever erection pier top block installation measurement method | |
| CN102953552A (en) | Method for positioning through hole of pipe truss | |
| CN109238137B (en) | Arch frame positioning system and method based on arch frame installing machine for tunnel construction | |
| CN103712633A (en) | Automatic light ray adjusting method of laser demarcation device | |
| CN105606001B (en) | A kind of tunnel tunnel face blast working system and method | |
| CN208398733U (en) | A kind of blasthole locator | |
| CN212960734U (en) | Full-section blast hole positioning device based on central projection principle | |
| CN203783615U (en) | Quick and precise positioning device for anchor rod drilling | |
| CN103306210B (en) | The lip block that a kind of Bridge Erector front height is adjustable | |
| CN107378358A (en) | Arc wing plate center line positioning instrument, localization method and Curved beam assembly welding method | |
| CN105089151A (en) | Positioning device of node normal of space curved surface truss structure and determining method of positioning device | |
| CN203448839U (en) | Locating device for cutting elliptical groove of cable guide pipe | |
| CN201874586U (en) | Positioner used for installing tunnel arch center | |
| CN211649743U (en) | Shield constructs station change and measures with bracket of changing station | |
| CN201666794U (en) | Special line laying tool for lateral central lines on working layer of molten iron mixer body | |
| CN205808304U (en) | Steel construction butt weld width and misalignment depth detection apparatus | |
| CN204139619U (en) | For the support that huge post lifting is installed | |
| CN205329737U (en) | Transmission line iron tower basis positioner |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 313000 No. 666 Huanzhu Road, Wuxing District, Huzhou City, Zhejiang Province Patentee after: NUCLEAR INDUSTRY WELL AND ROADWAY CONSTRUCTION GROUP Co.,Ltd. Address before: 313000 No. 666 Huanzhu Road, Wuxing District, Huzhou City, Zhejiang Province Patentee before: NUCLEAR SHAFT AND ROADWAY ENGINEERING Group Corp. Address after: 313000 No. 666 Huanzhu Road, Wuxing District, Huzhou City, Zhejiang Province Patentee after: NUCLEAR SHAFT AND ROADWAY ENGINEERING Group Corp. Address before: 313000 No. 666 Huanzhu Road, Wuxing District, Huzhou City, Zhejiang Province Patentee before: NUCLEAR IND WELL & TUNNEL CONSTRUCTION Co. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150722 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |