CN102692638A - Blasting vibration ultra-wideband signal receiving detector in construction using borehole-blasting method and application method thereof - Google Patents

Blasting vibration ultra-wideband signal receiving detector in construction using borehole-blasting method and application method thereof Download PDF

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Publication number
CN102692638A
CN102692638A CN2012102055298A CN201210205529A CN102692638A CN 102692638 A CN102692638 A CN 102692638A CN 2012102055298 A CN2012102055298 A CN 2012102055298A CN 201210205529 A CN201210205529 A CN 201210205529A CN 102692638 A CN102692638 A CN 102692638A
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China
Prior art keywords
wave detector
detector
core
connector
optical cable
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Pending
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CN2012102055298A
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Chinese (zh)
Inventor
李术才
薛翊国
田昊
苏茂鑫
邱道宏
孙怀凤
宁凯
徐咸辉
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Shandong University
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Shandong University
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Priority to CN2012102055298A priority Critical patent/CN102692638A/en
Publication of CN102692638A publication Critical patent/CN102692638A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a blasting vibration ultra-wideband signal receiving detector in construction using a borehole-blasting method. The blasting vibration ultra-wideband signal receiving detector comprises an optical cable, a connector, a detection core, a detector clamping groove, a detector sleeve wall and detector separators. The optical cable passes through the connector; the connector is arranged at an upper end of the detector sleeve wall; an optical cable core at a front end of the optical cable is connected with the detection core; a lower end of the detection core is clamped in the detector clamping groove; an outer side of the detection core is connected with the detector separators; outer sides of the detector separators are provided with the detector sleeve wall; and a composite cementing material is densely filled between the optical cable and the connector, and between the optical cable core and the detection core. The invention further discloses an application method of the blasting vibration ultra-wideband signal receiving detector. The blasting vibration ultra-wideband signal receiving detector provided by the invention has the advantages of simple structure, high detection precision, interference resistance, convenience in measurement, high measurement coupling precision and the like.

Description

Drill bursting construction concussion of blasting ultrabroad band signal receives wave detector and method of application
Technical field
The present invention relates to a kind of blipology, especially a kind of drill bursting construction concussion of blasting ultrabroad band signal receives wave detector and method of application.
Background technology
Tunnel Engineering is as a kind of Geological Engineering; Tunnel Design and the preceding engineering geological investigation of construction; Though to a certain extent the geological state in tunnel is predicted and forecast, because the complicacy of rock mass, the actual conditions behind prospecting data and the tunnel excavation possibly have bigger discrepancy.A large amount of Tunnel Engineering are arranged in China's water conservancy and hydropower, the field of traffic; The Tunnel Engineering geologic hazard is the key factor of restriction constructing tunnel; Because the tunnel front geological condition is not clear, unforeseen geologic hazard often appears often, like gushing water, prominent mud, cave in, rock burst and harmful gas etc.In a single day disaster takes place, and the facility that gently then destroy by rush of water flood the tunnel, and normal construction is compelled to interrupt; Heavy then cause great casualties, produce enormous economic loss, even some underground works can therefore compelledly be suspended or relocate.Radar equipment can carry out constructing tunnel unfavorable geology advanced prediction.Before building hydroelectric project, at first to carry out engineering geological investigation.The common means that adopt of engineering geological investigation are probings, and its advantage is directly simple, and shortcoming is higher to the space requirement in place, and expense is bigger, and is " a peephole view ", and the geological condition between the hole only depends on supposition, can't confirm.Just since the prospecting data can't entirely accurate the geologic condition of reflection construction front of tunnel heading; Construction has very big blindness; Owing to all kinds of geologic hazards brought out of excavation have not alternative, complicacy, singularity and sudden, thereby usually become the main factor that the restriction tunnel is built.Therefore, constructing tunnel geology advanced prediction is a requisite crucial link in the constructing tunnel process.At present, use the wave detector precision of tunnel advanced prediction and antijamming capability not enough both at home and abroad.
Summary of the invention
The objective of the invention is for overcoming the deficiency of above-mentioned prior art, a kind of emission is provided and receive that signal is good, detection accuracy is high, anti-interference, convenient measurement, drill bursting construction concussion of blasting ultrabroad band signal that measurement coupling precision is high receive wave detector and method of application.
For realizing above-mentioned purpose, the present invention adopts following technical proposals:
A kind of drill bursting construction concussion of blasting ultrabroad band signal receives wave detector; Comprise that cable line, connector, detection core, wave detector draw-in groove, wave detector jacket wall, wave detector branch are to device; Said cable line passes connector, and connector is arranged at the upper end of wave detector jacket wall, and the optical cable core of cable line front end links to each other with the detection core; Detection core lower end is stuck in the wave detector draw-in groove; The detection core outside is divided with wave detector and is linked to each other to device, and it be the wave detector jacket wall that wave detector divides to the device outside, between cable line and the connector, to pass through the composite cementitious materials filling between optical cable core and the detection core closely knit.
During use, wave detector is arranged in the tunnel-side buried depth 2m; Near face, when receiving reflection wave signal, wave detector is transferred to demultiplexer with the signal that receives through the optical cable core and carries out Signal Separation as far as possible; And obtain the simulated data of signal, demultiplexer with the simulated data that obtains through joint and cable transmission to A/D converter, generate simulating signal; A/D converter becomes digital signal with the analog signal conversion that generates; Send into single-chip microcomputer then, the function program of single-chip microcomputer through having imported is presented on data terminal with digital signal with the form of curve and carries out image and show.
Composite cementitious materials among the present invention is a current material, repeats no more at this.
The invention has the beneficial effects as follows that the present invention has is simple in structure, detection accuracy is high, anti-interference, convenient measurement, measurement coupling precision advantages of higher.
Description of drawings
Fig. 1 is a structural representation of the present invention;
1. cable lines wherein, 2. connector, 3. composite cementitious materials, 4. optical cable core, 5. detection core, 6. wave detector draw-in groove, 7. wave detector divides to device, 8. the wave detector jacket wall.
Embodiment
Below in conjunction with accompanying drawing and embodiment the present invention is further specified.
As shown in Figure 1; Drill bursting construction borehole blasting vibrations ultrabroad band signal receives wave detector and method; Comprise cable line 1, connector 2, composite cementitious materials 3, optical cable core 4, detection core 5, wave detector draw-in groove 6, wave detector jacket wall 7, wave detector branch to device 8, detection core 5 is arranged in the wave detector draw-in groove 6, and top is connected with optical cable core 4; The both sides tie geophones divides to device 7, between cable line 1 and the connector 2, closely knit with composite cementitious materials 3 fillings between optical cable core 4 and the detection core 5.
During use, wave detector is arranged in the sidewall buried depth 2m; As far as possible near face; When receiving reflection wave signal, pass to detection core 5 to device 7 through the wave detector branch, be transferred to switch through optical cable core 4 then and carry out conversion of signals; Be transferred to the processor that is positioned at the quick-fried backstage of brill by switch again and carry out signal Processing, the final biography to data terminal carried out the image demonstration.
Though the above-mentioned accompanying drawing specific embodiments of the invention that combines is described; But be not restriction to protection domain of the present invention; One of ordinary skill in the art should be understood that; On the basis of technical scheme of the present invention, those skilled in the art need not pay various modifications that creative work can make or distortion still in protection scope of the present invention.

Claims (2)

1. a drill bursting construction concussion of blasting ultrabroad band signal receives wave detector; It is characterized in that comprise cable line, connector, detection core, wave detector draw-in groove, wave detector jacket wall, wave detector branch to device, said cable line passes connector; Connector is arranged at the upper end of wave detector jacket wall; The optical cable core of cable line front end links to each other with the detection core, and detection core lower end is stuck in the wave detector draw-in groove, and the detection core outside is divided with wave detector and linked to each other to device; It is the wave detector jacket wall that wave detector divides to the device outside, between cable line and the connector, to pass through the composite cementitious materials filling between optical cable core and the detection core closely knit.
2. the method for application of a wave detector as claimed in claim 1 is characterized in that, said wave detector is arranged in the tunnel-side; Buried depth 2m is near face, when receiving reflection wave signal; Wave detector is transferred to demultiplexer with the signal that receives through the optical cable core and carries out Signal Separation; And obtain the simulated data of signal, demultiplexer with the simulated data that obtains through joint and cable transmission to A/D converter, generate simulating signal; A/D converter becomes digital signal with the analog signal conversion that generates; Send into single-chip microcomputer then, the function program of single-chip microcomputer through having imported is presented on data terminal with digital signal with the form of curve and carries out image and show.
CN2012102055298A 2012-06-21 2012-06-21 Blasting vibration ultra-wideband signal receiving detector in construction using borehole-blasting method and application method thereof Pending CN102692638A (en)

Priority Applications (1)

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CN2012102055298A CN102692638A (en) 2012-06-21 2012-06-21 Blasting vibration ultra-wideband signal receiving detector in construction using borehole-blasting method and application method thereof

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Application Number Priority Date Filing Date Title
CN2012102055298A CN102692638A (en) 2012-06-21 2012-06-21 Blasting vibration ultra-wideband signal receiving detector in construction using borehole-blasting method and application method thereof

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CN102692638A true CN102692638A (en) 2012-09-26

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110887743A (en) * 2019-11-14 2020-03-17 宁波大学 Method for applying blasting dynamic load in shear test of large-size rock mass anchoring structural plane

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004279064A (en) * 2003-03-12 2004-10-07 Yuzuru Ashida Three-dimensional reflection survey data acquisition method using s-wave
JP2006046938A (en) * 2004-07-30 2006-02-16 Chube Univ Feeble earth-current detection method and its system
CN101349761A (en) * 2008-07-18 2009-01-21 中国石化集团胜利石油管理局地球物理勘探开发公司 Multi-path FBG wave detector implemented by multi-core optic cable
CN201383006Y (en) * 2009-03-24 2010-01-13 骆循 Vibration signal receiving sensor in mine engineering
CN102262241A (en) * 2011-04-27 2011-11-30 暨南大学 Fiber-optic geophone
CN102645668A (en) * 2012-05-08 2012-08-22 山东大学 Device for advanced geological forecasting by using blasting signals during borehole-blasting construction and using method of device
CN202693803U (en) * 2012-06-21 2013-01-23 山东大学 Blasting vibration ultrawide band signal receiving detector in drilling demolition drivage construction

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004279064A (en) * 2003-03-12 2004-10-07 Yuzuru Ashida Three-dimensional reflection survey data acquisition method using s-wave
JP2006046938A (en) * 2004-07-30 2006-02-16 Chube Univ Feeble earth-current detection method and its system
CN101349761A (en) * 2008-07-18 2009-01-21 中国石化集团胜利石油管理局地球物理勘探开发公司 Multi-path FBG wave detector implemented by multi-core optic cable
CN201383006Y (en) * 2009-03-24 2010-01-13 骆循 Vibration signal receiving sensor in mine engineering
CN102262241A (en) * 2011-04-27 2011-11-30 暨南大学 Fiber-optic geophone
CN102645668A (en) * 2012-05-08 2012-08-22 山东大学 Device for advanced geological forecasting by using blasting signals during borehole-blasting construction and using method of device
CN202693803U (en) * 2012-06-21 2013-01-23 山东大学 Blasting vibration ultrawide band signal receiving detector in drilling demolition drivage construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110887743A (en) * 2019-11-14 2020-03-17 宁波大学 Method for applying blasting dynamic load in shear test of large-size rock mass anchoring structural plane

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Application publication date: 20120926