CN204705721U - Tunnel geological prediction seismic event excitation apparatus - Google Patents
Tunnel geological prediction seismic event excitation apparatus Download PDFInfo
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- CN204705721U CN204705721U CN201520370665.1U CN201520370665U CN204705721U CN 204705721 U CN204705721 U CN 204705721U CN 201520370665 U CN201520370665 U CN 201520370665U CN 204705721 U CN204705721 U CN 204705721U
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Abstract
The utility model relates to a kind of tunnel geological prediction seismic event excitation apparatus, and it is characterized in that protection cylinder top is provided with semicircle hand handle, cylinder body outer wall arranges on the downside of catch switch and is provided with trigger switch, and roller is arranged at bottom, and roller is placed on tunnel floor and puts on backing plate; Trigger switch connects seismic event acquisition instrument by signal transmssion line, then is connected with the wave detector be embedded in tunnel tunnel face by signal transmssion line; Excite ball to be metal ball body in cylindrical shell, top is connected with pressure spring, connects rocking bar stay cord and is connected with rocking bar by pressure spring, excite the groove structure on ball to be stuck in inwall both sides and be provided with on elastic block piece.The utility model make seismic wave method Geological Advanced Prediction can safely controlled, without destructive, Automated condtrol process can be realized again, by this lossless manner earthquake-wave-exciting, realize carrying out seismic wave method Geological Advanced Prediction to tunnel construction section lining cutting without under the prerequisite destroyed.
Description
Technical field
The utility model relates to tunnel geological prediction technical field, specifically refer to tunnel geological prediction seismic event excitation apparatus, by this lossless manner earthquake-wave-exciting, realize carrying out seismic wave method Geological Advanced Prediction to tunnel construction section lining cutting without under the prerequisite destroyed, achieve seismic event advance geologic prediction automatic process control system.
Background technology
Along with the fast development of China's transport development cause, increasing Tunnel Engineering needs to pass through more complicated geologic condition, existing country rock weakness, developmental joint fissure, poor stability, the impact of easily caving in; When also passing through karst area, the interaction of various karst water system, easily causes the puzzlement of the especially big disaster such as water fathering, prominent mud; Subway is also had to pass through the weak artificial earth fill of the urban operating mechanisms such as urban district buildings, viaduct, spanning of river and shallow embedding and special formation, the very easily difficult problem such as gushing water, landslide.How to remove the dangerous condition, prevent from caving in, guaranteeing that construction safety has become Development of Underground Engineering assistant officer major issue to be solved.(see leaf English. advanced geology for tunnel construction predict reliability research [J]. railway construction journal, 2013, (1): 66-71.).Therefore be required to carrying out tunnel geological prediction in constructing tunnel, being the obligato important procedure of constructing tunnel, is the guiding book of the cavity engineering safe constructions such as tunnel.Especially the Tunnel Engineering under complex geological condition should (and in process) be carried out Geological Advanced Prediction and is significant before construction.The geological disease that may run in tunnel excavation process can be found by advance geologic prediction in advance, forecast contingent accident and risk, to take measures in time, prevent trouble before it happens, ensure construction safety; Simultaneously also for the method for constructing tunnel, the change of support form provide foundation, reduce the blindness of construction, save the investment that Tunnel Engineering is built.
Advanced geology for tunnel construction forecast refers to engineering properties, the position of tunnel excavation front of tunnel heading geology situation of change and unfavorable geologic body and shape detects, analysis interpretation and forecast, and proposes engineering measure suggestion.Along with advanced prediction technology is more and more extensive in tunnel applications, forecasting procedure kind also gets more and more, and comprehensive present Research both at home and abroad, common are Geology method, Advance Drilling method, geophysical exploration class etc.Current, physical detecting technology, because of features such as its detection cost are low, the time is short, flexible, the resource that takes up room is few, is the detection technique that tunnel geological prediction mainly adopts.The geophysical prospecting technology of Geological Advanced Prediction mainly contains the multiple technologies such as seismic event, high density electricity, electromagnetic wave.In numerous Tunnel prediction method, seismic wave method tunnel advanced detection technology precision is high, detection range is far away, technical method also relatively ripe (see Du Lizhi. tunnel working geology seismic wave method advanced detection technology research [D]. Jilin University Ph.D. Dissertation, 2008).Utilize elastic wave reflected refraction ultimate principle in uniform dielectric, working contents is included in tunnel tunnel face side and arranges wave detector and regular quick-fried source, the focus arranged is excited successively, produce regular seismic event, seismic event is propagated in rock mass, when running into the interphase of Rock Nature change, seismic event can produce reflection in various degree and refraction, apply the wave detector arranged and receive the waveform image reflected, apply supporting specialty analysis software analysis again, infer the basic change of rock stratum, front.In seismic wave method tunnel geological forecast Artificial Seismic Wave excite one of them key link and technology, only have appropriate mode of excitation and excitation energy at utmost could reduce noise jamming, improve forecast precision.In general, as in the application seismic event geological advanced prediction methods widely such as TSP technology, exciting of Artificial Seismic Wave is all that mode with borehole explosive explosion obtains, although the seismic wave energy that this method obtains is large, propagation distance is far away, but but there is operational sequence complexity, destructiveness is strong, sound wave growth is serious and there is the problems such as potential safety hazard, be especially very limited at hole or the application of weak country rock area.In order to address this problem, the controlled mechanical energy mode of safety can be adopted to replace explosive blasting mode earthquake-wave-exciting, existing loose stratum Detection Techniques make use of a principle hammering method exactly and carry out seismic event and excite (see Qiu Daohong, Zhong Shihang, Lee's art ability etc. the application [J] of loose stratum in tunnel unfavorable geology advanced prediction. journal of Shandong university: engineering version, 2009, (4): 17-20.), and the mode of this hammering is a kind of manual mode of operation, be affected by human factors large, knock energy can not effectively control, cause data discrete type large, be unfavorable for forecast analysis.
Therefore, in order to solve, explosive blasting mode in seismic wave method tunnel geological prediction is destructive by force, potential safety hazard is large, sound wave grows obvious problem, mechanical energy excitation apparatus is a kind of well selection, and in order to allow mechanical energy excitation apparatus can controlled, simple operation safely, Automated condtrol process can be realized again, invent a kind of novel seismic event advanced prediction automation equipment and be necessary.
Summary of the invention
Based on above-mentioned, in order to make seismic wave method Geological Advanced Prediction can safely controlled, without destructive, Automated condtrol process can be realized again, object of the present invention aims to provide a kind of tunnel geological prediction seismic event excitation apparatus, by this lossless manner earthquake-wave-exciting, realize carrying out seismic wave method Geological Advanced Prediction to tunnel construction section lining cutting without under the prerequisite destroyed, and achieve seismic event advance geologic prediction process implementation Automated condtrol.
The purpose of this utility model is achieved through the following technical solutions:
A kind of tunnel geological prediction seismic event excitation apparatus, comprises mechanical energy robotization excitation apparatus, seismic receiving device two parts.Described mechanical energy robotization excitation apparatus, comprises and excites ball, elastic block piece, catch switch, rocking bar, rocking bar stay cord, pressure spring, protection cylinder, hand handle, roller, backing plate and trigger switch; Described seismic receiving system device, comprises signal transmssion line, wave detector, seismic event acquisition instrument.Protection cylinder top is provided with semicircle hand handle, and cylinder body outer wall arranges on the downside of catch switch and is provided with trigger switch, and roller is arranged at bottom, and roller is placed on the backing plate of tunnel floor; Trigger switch connects seismic event acquisition instrument by signal transmssion line, and seismic event acquisition instrument is connected with the wave detector be embedded in tunnel tunnel face by signal transmssion line; Excite ball to be metal ball body in cylindrical shell, top is connected with pressure spring, and rocking bar stay cord is connected with rocking bar by pressure spring, on excite the groove structure on ball to be stuck in elastic block piece that inwall both sides are provided with.
The beneficial effect of major advantage of the present utility model and generation is:
(1) the utility model does not punch in lining cutting, does not destroy lining cutting and splash guard, does not affect constructing tunnel quality;
(2) the utility model does not use explosive, utilizes mechanical energy to carry out earthquake-wave-exciting, not only effectively suppresses sound wave or make sound wave faint, not noisy reflection data, and thoroughly solves the security hidden trouble that explosive blasting brings to Geological Advanced Prediction work;
(3) mechanical energy robotization excitation apparatus of the present utility model achieves Artificial Seismic Wave excitation process and knocks the transformation exciting ball freely falling body from manual Liu, substantially increases detection efficiency;
(4) human and material resources, the space resources that take of the utility model is low, does not affect construction;
(5) the utility model also has that principle of work is clear and definite, testing process simple and fast, is easy to the advantages such as operation.
Accompanying drawing explanation
Fig. 1 is the utility model schematic diagram.
Embodiment
Below in conjunction with accompanying drawing, technical solutions of the utility model are described further again:
As shown in Figure 1, a kind of tunnel geological prediction seismic event excitation apparatus, comprises mechanical energy robotization excitation apparatus, seismic receiving device two parts.Described mechanical energy robotization excitation apparatus comprise excite ball 1, elastic block piece 2, catch switch 3, rocking bar 4, rocking bar stay cord 5, pressure spring 6, protection cylinder 7, hand 8, roller 9, backing plate 10 and trigger switch 11; Described seismic receiving device comprises signal transmssion line 12, wave detector 13, seismic event acquisition instrument 14.Excite ball 1 for metal ball body, weight can require to select voluntarily according to excitation energy.Excite ball 1 top to be connected with pressure spring 6 and provide for it energy reserve needed during impact ripple.Be connected with rocking bar 4 by pressure spring 6 with the rocking bar stay cord 5 exciting ball 1 to be connected, and realize it by rocking bar 4 get back to initial position after seismic event has excited.And elastic block piece 2 is provided with in the protection cylinder 7 inwall both sides of initial position; ball 1 is excited to be provided with groove; excite the groove on ball 1 to tie to be stuck on elastic block piece 2 that inwall both sides are provided with; control it by catch switch 3 to stretch, realize elastic block piece 2 under not using state and ball 1 will be excited to control at initial position.Protection cylinder 7 top is provided with semicircle hand 8, and roller 9 is arranged at bottom, is placed on the backing plate 10 of tunnel floor 16, convenient mobile and position adjustments.Trigger switch 11 is provided with on the downside of cylinder body outer wall, impact when exciting ball 1 after backing plate 10 produces vibration and touch trigger switch 11, the seismic event acquisition instrument 14 connected by signal transmssion line 12 receives collection signal, excite the earthquake of rear generation to involve reflected wave information to be picked up by wave detector 13, and be transferred to seismic event acquisition instrument 14 and gather and store.
In implementation process, first the arrangement form of seismic event shot point and acceptance point and position are planned, in the acceptance point position of having planned as after tunnel tunnel face 15 holes, wave detector 13 is placed in hole, is connected with seismic event acquisition instrument 14 by signal transmssion line 12.In the shot point position of having planned, such as tunnel floor 16 places backing plate 10, whole mechanical energy robotization excitation apparatus is placed on backing plate 10, by hand, 8 and roller 9 can be carried out movement and the fine setting of position, after adjusting position, trigger switch 11 is connected with seismic event acquisition instrument 14 by signal transmssion line 12.After preliminary work completes, open catch switch 3, elastic block piece 2 retreats thereupon, ball 1 is excited to drop to backing plate 10 rapidly under pressure spring 6 and Action of Gravity Field, the first time completing seismic event excites, simultaneously after receiving vibration signal, trigger switch 11 is opened automatically, and seismic event acquisition instrument 14 starts to gather and store the Seismic Direct Wave and reflection wave that wave detector 13 receives.After first time has excited, shake rocking bar 4, ball 1 will be excited to return to initial position by the rocking bar stay cord 5 connected thereon, elastic block piece 2 advances, and ball 1 will be excited to control at initial position.Then whole mechanical energy robotization excitation apparatus is moved to second shot point, repeat above-mentioned steps and work next time.
Claims (1)
1. a tunnel geological prediction seismic event excitation apparatus, comprise mechanical energy robotization excitation apparatus, seismic receiving device two parts: described mechanical energy robotization excitation apparatus, comprise and excite ball (1), elastic block piece (2), catch switch (3), rocking bar (4), rocking bar stay cord (5), pressure spring (6), protection cylinder (7), hand (8), roller (9), backing plate (10) and trigger switch (11); Described seismic receiving device, comprise signal transmssion line (12), wave detector (13), seismic event acquisition instrument (14), it is characterized in that protection cylinder (7) top is provided with semicircle hand (8), cylinder body outer wall arranges catch switch (3) downside and is provided with trigger switch (11), roller (9) is arranged at bottom, and roller (9) is placed on the backing plate (10) of tunnel floor (16); Trigger switch (11) connects seismic event acquisition instrument (14) by signal transmssion line (12), and seismic event acquisition instrument (14) is connected with the wave detector (13) be embedded in tunnel tunnel face (15) by signal transmssion line (12); Excite ball (1) to be metal ball body in cylindrical shell, top is connected with pressure spring (6), and rocking bar stay cord (5) is connected with rocking bar (4) by pressure spring (6), on excite the groove structure on ball (1) to be stuck in elastic block piece (2) that inwall both sides are provided with.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520370665.1U CN204705721U (en) | 2015-06-02 | 2015-06-02 | Tunnel geological prediction seismic event excitation apparatus |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520370665.1U CN204705721U (en) | 2015-06-02 | 2015-06-02 | Tunnel geological prediction seismic event excitation apparatus |
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| CN201520370665.1U Expired - Fee Related CN204705721U (en) | 2015-06-02 | 2015-06-02 | Tunnel geological prediction seismic event excitation apparatus |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104932006A (en) * | 2015-06-02 | 2015-09-23 | 甘肃智通科技工程检测咨询有限公司 | Mechanical energy automatic lossless excitation apparatus of artificial seismic waves in tunnel geological advanced forecast |
| CN109375263A (en) * | 2018-12-04 | 2019-02-22 | 山东大学 | A kind of earthquake advanced prediction device, system and method suitable for drill+blast tunnel |
| CN115469354A (en) * | 2022-08-04 | 2022-12-13 | 山东大学 | Data acquisition method based on high-frequency elastic wave forecasting technology standardization |
-
2015
- 2015-06-02 CN CN201520370665.1U patent/CN204705721U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104932006A (en) * | 2015-06-02 | 2015-09-23 | 甘肃智通科技工程检测咨询有限公司 | Mechanical energy automatic lossless excitation apparatus of artificial seismic waves in tunnel geological advanced forecast |
| CN109375263A (en) * | 2018-12-04 | 2019-02-22 | 山东大学 | A kind of earthquake advanced prediction device, system and method suitable for drill+blast tunnel |
| CN115469354A (en) * | 2022-08-04 | 2022-12-13 | 山东大学 | Data acquisition method based on high-frequency elastic wave forecasting technology standardization |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151014 Termination date: 20160602 |