CN109630136A - A kind of advanced curtain grouting effect real-time detection apparatus in soft stratum tunnel and method - Google Patents
A kind of advanced curtain grouting effect real-time detection apparatus in soft stratum tunnel and method Download PDFInfo
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- CN109630136A CN109630136A CN201910093271.9A CN201910093271A CN109630136A CN 109630136 A CN109630136 A CN 109630136A CN 201910093271 A CN201910093271 A CN 201910093271A CN 109630136 A CN109630136 A CN 109630136A
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- 230000000694 effects Effects 0.000 title claims abstract description 42
- 238000011897 real-time detection Methods 0.000 title claims abstract description 26
- 238000000034 method Methods 0.000 title claims abstract description 20
- 239000011435 rock Substances 0.000 claims abstract description 42
- 239000002689 soil Substances 0.000 claims abstract description 38
- 239000002002 slurry Substances 0.000 claims abstract description 37
- 241001149930 Protura <class> Species 0.000 claims abstract description 29
- 238000007569 slipcasting Methods 0.000 claims abstract description 26
- 238000002347 injection Methods 0.000 claims description 29
- 239000007924 injection Substances 0.000 claims description 29
- 230000009977 dual effect Effects 0.000 claims description 19
- 238000009434 installation Methods 0.000 claims description 10
- 238000012360 testing method Methods 0.000 claims description 10
- 238000001514 detection method Methods 0.000 claims description 9
- 241001074085 Scophthalmus aquosus Species 0.000 claims description 3
- 239000004020 conductor Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 18
- 210000001367 artery Anatomy 0.000 abstract description 7
- 210000003462 vein Anatomy 0.000 abstract description 7
- 238000007596 consolidation process Methods 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 238000000151 deposition Methods 0.000 description 6
- 239000004570 mortar (masonry) Substances 0.000 description 6
- 238000009412 basement excavation Methods 0.000 description 5
- 238000013461 design Methods 0.000 description 4
- 238000007689 inspection Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000011156 evaluation Methods 0.000 description 3
- 239000000243 solution Substances 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000003921 oil Substances 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000084 colloidal system Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 230000001141 propulsive effect Effects 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 229940099259 vaseline Drugs 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/001—Improving soil or rock, e.g. by freezing; Injections
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
- E21F17/18—Special adaptations of signalling or alarm devices
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Civil Engineering (AREA)
- Force Measurement Appropriate To Specific Purposes (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The invention discloses a kind of advanced curtain grouting effect real-time detection apparatus in soft stratum tunnel and methods, including for the detector inside tunnel weak surrounding rock to be arranged in and for the signal receiver outside tunnel weak surrounding rock to be arranged in；Detector and signal receiver data connection；Detector includes integrally formed detector ontology, detector ontology front end is the conehead that buries, the conehead that buries is cone, the side of cone is provided with diaphragm pressure sensor, diaphragm pressure sensor data connection is to external signal receiver, diaphragm pressure sensor is used to measure the soil pressure that its internal corresponding position is detected during tunnel weak surrounding rock slip casting, and soil pressure is sent to external signal receiving instrument in real time, signal receiver is used to obtaining and showing the soil pressure force information that detector issues in real time；The present invention can obtain grouting consolidation effect in time in the construction process and judge the slurry arteries and veins trend in soft soil layer, provide timely and effectively tutorial message for work progress.
Description
[technical field]
The invention belongs to the advanced curtain grouting technology field in civil engineering tunnel more particularly to a kind of soft stratum tunnel are super
Preceding curtain grouting effect real-time detection apparatus and method.
[background technique]
In Tunnel Engineering field, when meeting with weak water rich strata, before improving frequently with advanced curtain grouting technology
Square characteristics of surrounding rock, slurries high pressure effect under, stratum is injected in a manner of spreading or cleave, thus realize over the ground layer soil body squeeze
It is close, its mechanical property is improved, its infiltration coefficient is reduced, reduces the moisture content on reinforcing area stratum, reduces construction and excavation risk.
In the prior art, generally there is hysteresis quality to the detection of the advanced curtain grouting effect in soft stratum tunnel, is in tunnel
After the advanced Curtain Grouting Construction in road, 5% or more by design hole count is needed, is drilled with inspection hole coring again, analyzes core
Perhaps, the integrality and slurry arteries and veins content of sample also need to test the uniaxial compressive strength of core sample according to the actual situation；In addition, should divide
Water outlet status in inspection hole is analysed, packer permeability test should be carried out when necessary, the permeability of strengthening stratum is detected, comprehensive descision is come with this
Whether this circulation slip casting effect, which meets excavation, requires.
Therefore, existing detection method takes time and effort, and due to the negligible amounts of inspection hole, checks that blind area is larger, cannot
Comprehensively judge this circulation grouting consolidation effect, there is certain limitation.Meanwhile in the construction process, arteries and veins is starched in soft soil layer
Trend be difficult to control and prediction, slip casting effect is evaluated by core sample, is often difficult to obtain correct conclusion, cannot be in real time to apply
Work process provides timely and effectively tutorial message.
[summary of the invention]
The object of the present invention is to provide a kind of advanced curtain grouting effect real-time detection apparatus in soft stratum tunnel and method,
It obtains grouting consolidation effect in time in the construction process and judges the slurry arteries and veins trend in soft soil layer, provided in time for work progress
Effective tutorial message.
A kind of technical solution of the invention: a kind of advanced curtain grouting effect real-time detection apparatus in soft stratum tunnel, packet
It includes for the detector inside tunnel weak surrounding rock to be arranged in and for the signal receiver outside tunnel weak surrounding rock to be arranged in；
Detector and signal receiver data connection；
Detector includes integrally formed detector ontology, and detector ontology front end is the conehead that buries, and the conehead that buries is circle
Centrum, the side of cone are provided with diaphragm pressure sensor, and diaphragm pressure sensor data connection to external signal receives
Instrument, diaphragm pressure sensor are used to measure the soil pressure that its internal corresponding position is detected during tunnel weak surrounding rock slip casting,
And soil pressure is sent to external signal receiving instrument in real time, signal receiver is used to obtaining and showing the soil that detector issues in real time
Pressure information.
Further, diaphragm pressure sensor quantity is three, and is evenly distributed on and buries on conehead.
Further, conductive gel is coated in the detection faces of each diaphragm pressure sensor, each conductive gel is
Hemisphere, and its cambered surface is outwardly.
Further, detector is made of conductive material, the quantity at least two of detector, and each detector is logical
It crosses conducting wire and is connected to external signal receiver.
Further, the conehead that buries is connected with cone tail piston push rod, and cone tail piston push rod is cylindrical body, and cylindrical body front end is same
Axis connection is shrunk to cone in the conehead that buries, rear end.
Further, bury conehead basal diameter be greater than cone tail piston push rod cylindrical body basal diameter.
Another technical solution of the invention: a kind of advanced curtain grouting effect real-time detection method in soft stratum tunnel,
Using a kind of above-mentioned advanced curtain grouting effect real-time detection apparatus in soft stratum tunnel, specifically completed using following steps:
Installation detector: will test the front end that head is installed on hole-bottom slurry-injection pipe, inject dual slurry into hole-bottom slurry-injection pipe,
It pushes detector to be inserted into the soil body of tunnel weak surrounding rock by dual slurry, stops injection dual slurry, until dual slurry initial set；
Installation detector step is repeated, until completing the detector of installation preset quantity, the quantity of detector is at least
It is two；
Conventional grouting operation is carried out by hole-bottom slurry-injection pipe, operate while being received by signal receiver weak positioned at tunnel
The measuring signal that the intracorporal each detector of country rock soil issues is to get arriving the advanced curtain grouting effect information in soft stratum tunnel.
Further, it installs in detector step specifically:
The aperture on wall for grouting, mounting hole pipe drill to predetermined depth, move back brill, will test the cone tail piston push rod of head
The front end of hole-bottom slurry-injection pipe is filled in, hole-bottom slurry-injection pipe is inserted into, scuttle hatch is connect with hole-bottom slurry-injection pipe, by orifice tube and scuttle hatch
It is closely connected by connection bolt (14)；Dual slurry is injected into hole-bottom slurry-injection pipe, pushes detector to be inserted into tunnel by dual slurry
In the soil body of road weak surrounding rock, stop injection dual slurry, until dual slurry initial set
Further, it is multiple for installing the quantity of detector, and is distributed on the different depth cross section of weak surrounding rock, often
Detector is laid on the vault and left and right spring line in the cross section of a weak surrounding rock.
The beneficial effects of the present invention are: structure of the detecting device of the invention is simple, easy to process, diaphragm pressure sensor valence
Lattice are cheap, are ten parts of common miniature earth pressure gauge price, are suitable for a large amount of lay；It is very convenient to bury a laying, it is right
Normal mortar depositing construction is almost without any interference；Will test device it is embedded after the completion of, can be any during subsequent slip casting
The waterpower that time is detected between the soil pressure situation of change and any two measuring point of grouting and reinforcing borderline region keypoint part is continuous
Situation of change, real-time instruction scene slip casting, further strengthens weakness zone, and to working well, region reasonably optimizes simplification,
And reliable basis is provided for final slip casting effect evaluation.
[Detailed description of the invention]
Fig. 1 is a kind of structural schematic diagram of the advanced curtain grouting effect real-time detection apparatus in soft stratum tunnel of the present invention；
Fig. 2 is the left view of Fig. 1；
Fig. 3 is the right view of Fig. 1；
Fig. 4 is that tunnel detector installs sectional view in the embodiment of the present invention；
Fig. 5 is that tunnel detector buries sectional view in the embodiment of the present invention；
Fig. 6 is soft soil tunnel curtain grouting effect real-time detection sensor distributing schematic diagram in the embodiment of the present invention；
Fig. 7 is the left view of Fig. 6；
Fig. 8 is the right view of Fig. 6.
Wherein: 1. detector ontologies；2. boring tail piston push rod；3. bury conehead；4. diaphragm pressure sensor；5. conductive glue
Body；6. conducting wire；10. hole-bottom slurry-injection pipe；11. orifice tube；12. scuttle hatch；13. wire guide；14. connecting bolt.
[specific embodiment]
The following describes the present invention in detail with reference to the accompanying drawings and specific embodiments.
The invention discloses a kind of advanced curtain grouting effect real-time detection apparatus in soft stratum tunnel, including for being arranged
In the detector being set to inside tunnel weak surrounding rock and for the signal receiver outside tunnel weak surrounding rock to be arranged in.Due to
Detector needs to detect waterpower consecutive variations situation, using two detectors as two electrodes, measures two by curent change
Hydraulic connection between a detector, and then judge the slip casting situation of curtain-grouting weak surrounding rock, therefore, detector is using conductive
Material is made, the quantity at least two of detector, and each detector is connected to external signal receiver by conducting wire 6.
Signal receiver includes two parts composition, and a part is diaphragm pressure tester, for receiving on each detector
The data that are issued of diaphragm pressure sensor 4, and then obtain the soil pressure in tunnel weak surrounding rock, Lai Hengliang slip casting effect.
Another part is underground water tester, strong and weak for receiving the connection of the slurry arteries and veins between two detectors, and then judges slurry arteries and veins trend
Etc. information, further provide tutorial message for mortar depositing construction process.
As shown in Figure 1, detector includes integrally formed detector ontology 1,1 front end of detector ontology is the conehead 3 that buries,
The conehead 3 that buries is cone, and the vertex of cone can be convenient the conehead 3 that buries and be inserted into weak surrounding rock towards weak surrounding rock direction
In.
The side of cone is provided with diaphragm pressure sensor 4, and 4 quantity of diaphragm pressure sensor is three, and uniformly divides
Cloth is on the same section for burying conehead 3, it is ensured that the stress that measurement multiple directions transmit.Because stress mainly divides in country rock
Solution is three mutually perpendicular direction in spaces, and the three pieces diaphragm pressure sensor 4 in the present embodiment forms approximation in the conehead 3 that buries
90 degree of angularly three-dimensional space angle can preferably measure pressure from surrounding rock situation, and the buying of diaphragm pressure sensor 4
Cost is very low, and the cost of whole device can be effectively reduced.
Conductive gel 5 is coated in the detection faces of each diaphragm pressure sensor 4, epoxy resin can be used in conductive gel 5
Or the materials such as pitch are applied on 4 monitoring surface of diaphragm pressure sensor, form the hemisphere that maximum gauge is 3mm on surface after solidification
Face can more efficiently conduct the irregular graininess point loading of the country rock soil body to 4 stress surface of diaphragm pressure sensor, together
When also further function as friction protection and water proof effect.Each conductive gel 5 is hemisphere, and its cambered surface is outwardly.Conduction
Colloid 5 is in order to which the soil pressure in weak surrounding rock is preferably passed to diaphragm pressure sensor 4.Each diaphragm pressure sensor
4 are connect by data line with external signal receiver.
Three pieces diaphragm pressure sensor 4 passes through data line and external signal receiving instrument (i.e. diaphragm pressure in the present embodiment
Tester part) connection, the metal master of this three data lines and detector ontology 1 completely cuts off completely, non-conductive.Detector ontology
1 uses metal master, is connect by conducting wire 6 with external signal receiving instrument (i.e. underground water tester part), as subsequent survey
One pole of amount slurry arteries and veins situation.
The conehead 3 that buries is connected with cone tail piston push rod 2, and cone tail piston push rod 2 is cylindrical body, and cylindrical body front end is coaxially connected
In the conehead 3 that buries, rear end is shrunk to cone, is gradually inserted into hole-bottom slurry-injection pipe 10 by the vertex of the cone
It is interior.One bottom surface of cylindrical body is connect with the bottom surface for the conehead 3 that buries, and the basal diameter for the conehead 3 that buries is greater than cone tail piston push rod 2
The basal diameter of cylindrical body, be stuck in by the bottom surface for the conehead 3 that buries when boring the insertion hole-bottom slurry-injection pipe 10 of tail piston push rod 2
The outlet end of hole-bottom slurry-injection pipe 10 avoids being inserted into too deep card inside it, cannot be gone out by slurries.
The length of conehead 3 of burying and the similar length of cone tail piston push rod 2, are advisable with 10~15cm, can be ensure can
It under the premise of being inserted into country rock, influences diaphragm pressure sensor 4 far from slurries, blocked up slurries is avoided to wrap up, harden
After reduce detection accuracy.
4 data connection of diaphragm pressure sensor is to external signal receiver, and diaphragm pressure sensor 4 is for measuring in tunnel
The soil pressure of its internal corresponding position is detected during road weak surrounding rock slip casting, and soil pressure is sent to external signal in real time and is connect
Instrument is received, diaphragm pressure sensor 4 should guarantee measuring accuracy as close as possible to the tip for the conehead 3 that buries.Signal receiver is for real
When obtain and show detector issue soil pressure force information.So, so that it may pass through the diaphragm pressure in each measuring head
Sensor 4 measures the soil pressure of its position in real time, and basis measures information guiding construction in real time.
The invention also discloses a kind of advanced curtain grouting effect real-time detection methods in soft stratum tunnel, using above-mentioned
A kind of advanced curtain grouting effect real-time detection apparatus in soft stratum tunnel is specifically completed using following steps:
Detector: the aperture on wall for grouting is installed, mounting hole pipe 11 drills to predetermined depth, moves back brill.It will test head
Cone tail piston push rod 2 fills in the front end of hole-bottom slurry-injection pipe 10, smears some vaseline oils or Huang on cone tail piston push rod 2
Oil preferably can realize piston function using grouting pressure.Conducting wire 6 is gently wound into several circles in 10 end of hole-bottom slurry-injection pipe,
Blend compounds band does simple fixation, pulls apart conducting wire 6 after avoiding detector ontology 1 from being inserted into the soil body.
Hole-bottom slurry-injection pipe 10 is usually pvc pipe or steel pipe, and according to drillable length, merogenesis connection is until bottom hole.It is inserted into bottom hole
Grouting Pipe 10 starts to inject dual slurry, slurry pressure pushes cone until the manual feed limit, is then pierced by wire guide 13 for conducting wire 6
Tail piston push rod 2, the conehead 3 that makes to bury are further inserted into the soil body, enable diaphragm pressure sensor 4 and the closely connected country rock soil of conductive gel 5
Body.
Scuttle hatch 12 is connect with hole-bottom slurry-injection pipe 10, orifice tube 11 is closely connected with scuttle hatch 12 by connecting bolt 14
It connects.Dual slurry is injected into hole-bottom slurry-injection pipe 10, when cone tail piston push rod 2 is advanced into tapered tail, slurries start to inject country rock,
Detector loses propulsive force, after injecting a small amount of dual slurry at this time, of short duration interval 1 minute, so that slurries are in bottom hole initial set, partition inspection
Main between gauge head ontology 1 and the subsequent a large amount of slurries normally injected contacts, and 3 part of conehead that avoids burying forms blocked up slurry
Liquid package, reduces detection accuracy after hardening, can carry out slip casting by normal design and technique later.
Orifice tube 11 is implanted into wall for grouting, provides positioning, scuttle hatch 12 and orifice tube 11 for subsequent cleaning bottom of hole and passes through connection bolt
14 close connections；Wire guide 13 is set on 12 scuttle hatch, is sealed using T-type rubber stopper, and the conducting wire 6 that will test an ontology 1 draws
Out, so as to subsequent measurement.
It is preferentially applied early period in soft soil tunnel Curtain Grouting Construction, in the grouting process base of normal " down tube bottom hole returns slurry "
On plinth, detector ontology 1 is installed with pipe, then utilizes grouting pressure, further will test the crown and enter weak soil country rock, be allowed to and enclose
Rock is closely connected.
Installation detector step is repeated, until completing the detector of installation preset quantity, it is preferred that the number of detector
Amount at least two, so as to measure the slurry veiny condition between two detectors, provides tutorial message for slip casting.
In the present embodiment, for the Curtain Grouting Construction by certain subway tunnel in soft soil layer, detector is installed
Quantity is multiple, and is distributed on the different depth cross section of weak surrounding rock, the vault in the cross section of each weak surrounding rock and a left side
Detector is laid on the line of apsides from right to left.The real-time detection sensor distributing of design is as shown in Fig. 6, Fig. 7 and Fig. 8, principle of layouting are as follows:
(1) along tunnel longitudinal direction, cross section is divided by different hole ends depth, each cross section should lay measuring point；(2) every
A cross section is all that tunnel support deforms larger position, is that slip casting adds in about 45 degree of positions of vault, left and right spring line on top
Admittedly answering the position of priority support, it is necessary to layout；(3) to be discharged by grout injection control tunnel excavation, Ying Jinliang is with tunnel center pair
Claim to lay measuring point, guarantees that cornerwise measuring point can check hydraulic connection situation in tunnel excavation region to greatest extent.
To sum up, in the narrow-bore tunnel, one time strengthening length is limited, and two cleaning bottom of hole depth cross sections are only arranged, and A circle is horizontal
Section and B enclose cross section, arrange that 3 couples of measuring points A1-A4, A2-A5, A3-A6, the circle of AB two amount to 12 measuring points of arrangement with diagonal line,
The scope of design edge for detecting grouting and reinforcing at any time during slip casting, the water between soil pressure situation of change and diagonal line measuring point
Power contacts situation of change, and real-time instruction scene mortar depositing construction is accomplished targetedly to add for the different zones of uneven strata
It is strong and simplified, and reliable basis is provided for final slip casting effect evaluation.
The initial detecting value of three direction pressures from surrounding rock is taken after this hole location measuring point is embedded, meanwhile, any two hole
Position measuring point can detecte its conductive current size, and then react the hydraulic connection situation of point-to-point transmission, in subsequent slip casting operation
Cheng Zhong, the at any time situation of change of analysis detection value.
Conventional grouting operation is carried out by hole-bottom slurry-injection pipe 10, operate while being received by signal receiver soft positioned at tunnel
The measuring signal that the weak intracorporal each detector of country rock soil issues is believed to get to the advanced curtain grouting effect in soft stratum tunnel
Breath.After the Embedded installation for completing detector, by single measuring point, it can be detected at any time during subsequent mortar depositing construction
The pressure from surrounding rock situation of change of grouting and reinforcing area edge judges that the compacted effect of slip casting can be at any time by any two measuring point
It is strong and weak to detect point-to-point transmission hydraulic connection, judges the water squeezing drainage effect of slip casting.Pass through the situation of change of measured value, real-time instruction scene
Mortar depositing construction realizes that slip casting is reinforced in targeted region and region simplifies slip casting, and in non-uniform bad ground for most
Whole slip casting effect evaluation provides reliable basis.
The present invention can solve existing soft soil tunnel curtain grouting effect detection difficult, ineffective problem, existing
" down tube bottom hole returns slurry " grouting process on the basis of, it is relatively easy, easily operated in conjunction with a kind of structure, do not influence normal slip casting
The real-time detection apparatus of construction is realized.
The advanced curtain grouting effect real-time detection apparatus in a kind of soft stratum tunnel of the invention is convenient and efficient, economic reality
With and can be detected at any time during slip casting, it can be used to instruct the advanced Curtain Grouting Construction of soft soil tunnel, realize curtain
The process optimization of slip casting controls, and improves the success rate of examination, reduces tunnel excavation risk.It is completed during Curtain Grouting Construction
It installs and embedded, does not influence this hole slip casting and the subsequent mortar depositing construction in other holes, can detect at any time between pressure from surrounding rock and two measuring points
Hydraulic connection, provide real-time instruction for Curtain Grouting Construction.
Claims (9)
1. a kind of advanced curtain grouting effect real-time detection apparatus in soft stratum tunnel, which is characterized in that including for being arranged
Detector inside tunnel weak surrounding rock and for the signal receiver outside tunnel weak surrounding rock to be arranged in；The detector and
Signal receiver data connection；
The detector includes integrally formed detector ontology (1), and detector ontology (1) front end is to bury conehead (3),
The conehead that buries (3) is cone, and the side of the cone is provided with diaphragm pressure sensor (4), the diaphragm pressure
Sensor (4) data connection to external signal receiver, the diaphragm pressure sensor (4) is enclosed for measuring in tunnel weakness
The soil pressure of its internal corresponding position is detected during rock slip casting, and the soil pressure is sent to external signal in real time and is received
Instrument, the signal receiver are used to obtaining and showing the soil pressure force information that the detector issues in real time.
2. a kind of advanced curtain grouting effect real-time detection apparatus in soft stratum tunnel as described in claim 1, feature exist
In diaphragm pressure sensor (4) quantity is three, and is evenly distributed on described bury on conehead (3).
3. a kind of advanced curtain grouting effect real-time detection apparatus in soft stratum tunnel as described in claim 1, feature exist
In being coated with conductive gel (5) in the detection faces of each diaphragm pressure sensor (4), each conductive gel (5) is equal
For hemisphere, and its cambered surface is outwardly.
4. the advanced curtain grouting effect real-time detection apparatus in a kind of soft stratum tunnel as described in claims 1 or 2 or 3,
It is characterized in that, the detector is made of conductive material, the quantity at least two of the detector, each detector
External signal receiver is connected to by conducting wire (6).
5. the advanced curtain grouting effect real-time detection apparatus in a kind of soft stratum tunnel as described in claims 1 or 2 or 3,
It is characterized in that, the conehead that buries (3) is connected with cone tail piston push rod (2), and the cone tail piston push rod (2) is cylindrical body, institute
It is coaxially connected in the conehead that buries (3) to state cylindrical body front end, rear end is shrunk to cone.
6. a kind of advanced curtain grouting effect real-time detection apparatus in soft stratum tunnel as claimed in claim 5, feature exist
In the basal diameter of the conehead that buries (3) is greater than the basal diameter of described cone tail piston push rod (2) cylindrical body.
7. a kind of advanced curtain grouting effect real-time detection method in soft stratum tunnel, which is characterized in that use claim 1-6
A kind of any advanced curtain grouting effect real-time detection apparatus in soft stratum tunnel, is specifically completed using following steps:
Installation detector: the front end that head is installed on hole-bottom slurry-injection pipe (10), note in Xiang Suoshu hole-bottom slurry-injection pipe (10) be will test
Enter dual slurry, push detector to be inserted into the soil body of tunnel weak surrounding rock by the dual slurry, stops injection dual slurry, until
Dual slurry initial set；
Installation detector step is repeated, until completing the detector of installation preset quantity, the quantity of the detector is at least
It is two；
Conventional grouting operation is carried out by hole-bottom slurry-injection pipe (10), operate while being received by signal receiver weak positioned at tunnel
The measuring signal that the intracorporal each detector of country rock soil issues is believed to get to the advanced curtain grouting effect in soft stratum tunnel
Breath.
8. a kind of advanced curtain grouting effect real-time detection method in soft stratum tunnel as claimed in claim 7, feature exist
In in the installation detector step specifically:
The aperture on wall for grouting, mounting hole pipe (11) drill to predetermined depth, move back brill, will test the cone tail piston push rod of head
(2) front end of hole-bottom slurry-injection pipe (10) is filled in, is inserted into hole-bottom slurry-injection pipe (10), even by scuttle hatch (12) and hole-bottom slurry-injection pipe (10)
It connects, orifice tube (11) and scuttle hatch (12) is closely connected by connection bolt (14)；The note into the hole-bottom slurry-injection pipe (10)
Enter dual slurry, push detector to be inserted into the soil body of tunnel weak surrounding rock by the dual slurry, stops injection dual slurry, until
Dual slurry initial set.
9. a kind of advanced curtain grouting effect real-time detection method in soft stratum tunnel as claimed in claim 7 or 8, feature
It is, it is multiple for installing the quantity of detector, and is distributed on the different depth cross section of weak surrounding rock, each weak surrounding rock
Detector is laid on the vault and left and right spring line in cross section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910093271.9A CN109630136B (en) | 2019-01-30 | 2019-01-30 | Device and method for detecting advanced curtain grouting effect of weak stratum tunnel in real time |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910093271.9A CN109630136B (en) | 2019-01-30 | 2019-01-30 | Device and method for detecting advanced curtain grouting effect of weak stratum tunnel in real time |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109630136A true CN109630136A (en) | 2019-04-16 |
| CN109630136B CN109630136B (en) | 2023-11-14 |
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| CN201910093271.9A Active CN109630136B (en) | 2019-01-30 | 2019-01-30 | Device and method for detecting advanced curtain grouting effect of weak stratum tunnel in real time |
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| CN113483920A (en) * | 2021-07-06 | 2021-10-08 | 华北水利水电大学 | Tunnel stratum soil pressure detection sensor and construction method |
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