CN208379652U - Device for detecting grouting effect of rock-soil mass - Google Patents
Device for detecting grouting effect of rock-soil mass Download PDFInfo
- Publication number
- CN208379652U CN208379652U CN201820901111.3U CN201820901111U CN208379652U CN 208379652 U CN208379652 U CN 208379652U CN 201820901111 U CN201820901111 U CN 201820901111U CN 208379652 U CN208379652 U CN 208379652U
- Authority
- CN
- China
- Prior art keywords
- shell
- wave detector
- arms
- card column
- retainer plate
- 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.)
- Active
Links
- 230000000694 effects Effects 0.000 title claims abstract description 19
- 239000002689 soil Substances 0.000 title claims description 23
- 238000001514 detection method Methods 0.000 claims abstract description 54
- 230000007246 mechanism Effects 0.000 claims abstract description 45
- 239000011435 rock Substances 0.000 claims description 21
- 241000237983 Trochidae Species 0.000 claims description 2
- 238000007569 slipcasting Methods 0.000 abstract description 24
- 238000012360 testing method Methods 0.000 abstract description 9
- 238000013461 design Methods 0.000 abstract description 5
- 230000008901 benefit Effects 0.000 abstract description 4
- 230000008878 coupling Effects 0.000 abstract description 4
- 238000010168 coupling process Methods 0.000 abstract description 4
- 238000005859 coupling reaction Methods 0.000 abstract description 4
- 239000011148 porous material Substances 0.000 abstract 1
- 238000000034 method Methods 0.000 description 15
- 239000002002 slurry Substances 0.000 description 7
- 239000000243 solution Substances 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000004458 analytical method Methods 0.000 description 4
- 238000011835 investigation Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000009792 diffusion process Methods 0.000 description 2
- 230000005284 excitation Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000011800 void material Substances 0.000 description 2
- 201000004569 Blindness Diseases 0.000 description 1
- 230000001154 acute effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000013170 computed tomography imaging Methods 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000000280 densification Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 238000011049 filling Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000004807 localization Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003094 perturbing effect Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000008054 signal transmission Effects 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 238000003325 tomography Methods 0.000 description 1
Landscapes
- Geophysics And Detection Of Objects (AREA)
Abstract
The utility model discloses a device that ground body slip casting effect detected, including the wave detector cluster, the wave detector cluster includes a plurality of wave detector units, the wave detector unit includes the casing of tube-shape, is equipped with the wave detector in the casing, and the wave detector of a plurality of wave detector units connects gradually through first cable, and the casing of a plurality of wave detector units connects gradually through connecting the rope, still be equipped with positioning mechanism and shrink mechanism on the wave detector unit, through positioning mechanism and shrink mechanism can be with the inner wall coupling of wave detector cluster and detection pore, not only can prescribe a limit to the position of every wave detector unit, also reduced the interference simultaneously, improved accurate definite and the stability of testing result; after the detection is finished, the detector string can be directly pulled out from the detection hole channel through the connecting rope. The utility model has the advantages of reasonable design, simple, convenient to use, practicality are strong.
Description
Technical field
The utility model relates to the realm of building construction.More specifically, the utility model relates to the inspections of Rock And Soil slip casting effect
The device of survey.
Background technique
Rock And Soil slip casting generally refers to the cement slurry pressure by specific slip casting channel high-pressure injection pump by certain pressure
The effects of entering in Rock And Soil, playing infiltration, filling, densification, splitting, consolidation to Rock And Soil by slurries enhances strengths of rock and soil,
To which the long-term security operation of buildings or structures be effectively guaranteed, it may be said that be most great in the application of 20th century foundation engineering
One of invention and creation.
China's slurry injection technique starts from the early 1980s, with constantly bringing forth new ideas and perfect, will be used wider and wider, takes
Obtained very significant economic and social benefit.However, limited due to recognizing grouting theory mechanism, slurry injection technique is not complete enough
It is kind, very big blindness and randomness, the turgor such as filled by the gap on slip casting stratum, slurry are often brought to Grouting engineering
The range of scatter of liquid, the stability of solid body after slip casting, the influence of the factors such as the impermeability of the solid body of slip casting and durability.And
And Rock And Soil grouting and reinforcing belongs to concealed work, there is many problems, such as geology in design, construction, detection evaluation
The applicability of condition, the selection of injecting paste material and equipment, the control of grouting amount, value of grouting pressure etc., numerous details is determined
The success or failure of slip casting are determined, quality control is always a problem.
The slip casting effects such as range that currently available technology spreads slurries and compactness of grouting do not have intuitive and reliable
Judgment basis.It is consulted according to the industries related data such as domestic and international railway, water power and highway, at present in the prospecting of grouting area
Through frequently with geophysical prospecting method are as follows: electric detecting method surveying, geological radar method, SSP seismic scattering cross-section techniques etc..Due to direct current
The physical premises of method exploration are that there are electrical property differences for underground medium, and this method is dry by bulk effect, terrain and its features, industry
It disturbs equal various factors to be affected, investigation depth is shallow, testing low efficiency, has environmental restrictions.Geological radar method investigation depth
It is limited, even if under electromagnetic interference background, investigation depth is also no more than 5m using 100MHz antenna.And geological radar is only
Soil body void in energy investigation depth smaller range, accuracy of identification and depth are all very limited.SSP seismic scattering cross-section techniques base
In non-homogeneous geological model, the occasion of geologic structure acute variation, such as subway work perturbing area are adapted to.Related data shows,
When slip casting detection depth is more than 70 meters, SSP technology is for more than 70 meters of accuracy of identification between 0.5m-1.0m.And Practical Project
Often there is the detection of porous Rock And Soil slip casting effect in field, void size is in centimetre even grade, it is desirable that the knowledge of instrument
Other precision is high, and SSP technology acuracy is inadequate.
Utility model content
The purpose of the utility model is to provide the device of easy to use, practical Rock And Soil detection of grouting effects,
By the way that positioning mechanism and contracting mechanism are being arranged in pick-up unit, string can be coupled with the inner wall in detection duct,
The position of each pick-up unit can be not only defined, while also reduce interference, improve the accurate of testing result
Fixed and stability after detection, can directly be pulled out string by connecting rope from detection duct, design rationally,
Structure is simple, easy to use.
In order to realize these purposes and other advantages according to the present utility model, Rock And Soil detection of grouting effects is provided
Device comprising string, the string include multiple pick-up units:
The pick-up unit includes shell, wave detector, positioning mechanism and contracting mechanism:
The shell is tubular, is equipped with wave detector in shell, the wave detectors of multiple pick-up units by the first cable according to
The shell of secondary connection, multiple pick-up units is sequentially connected by connecting rope, and be located at string the top shell also with
The other end is that the connecting rope of free end connects;
The positioning mechanism is set to the outer wall of the shell, and the positioning mechanism includes support arm, for arc and has
Elasticity, the outer wall of the shell are fixed with the first retainer plate, one end of the support arm connect with first retainer plate and
The opening direction of arc is slidably equipped with slip ring, the branch towards shell, the housing exterior walls of first retainer plate lower part
The first arms is connected between the middle part of brace and the top of slip ring, under the middle part and slip ring of first arms
The second arms is connected between portion, the housing exterior walls below the slip ring are fixed with the second retainer plate, the second retainer plate
Housing exterior walls between slip ring are arranged with spring;
The contracting mechanism is set on positioning mechanism, and the contracting mechanism includes card column, and described card column one end is pivotally connected vertically
In the outer wall of slip ring, the outer wall of second retainer plate is protruding with a stopper, the spring in the raw when, it is described
The other end of card column extends vertically and is located at the surface of the stopper of the second retainer plate, and the bottom of the card column is to shell
Outer wall extends a fixture block;The card column of adjacent pick-up unit passes through chain rope connection.
Preferably, the support arm has multiple, and multiple support arms are uniformly distributed along the circumferential direction of the first retainer plate, described
First arms is also multiple, and one end of multiple first arms connects one to one in the middle part of multiple support arms respectively,
The other end is uniformly distributed along the circumferential direction of the slip ring;Second arms is also multiple, one end of multiple second arms
It connects one to one respectively in the middle part of multiple first arms, the other end is uniformly distributed along the circumferential direction of the slip ring.
Preferably, drawstring is also connected in the card column of string the top, the other end of the drawstring is certainly
By holding.
Preferably, the lower edge of the stopper is the arc of opening upwards, and has groove, the card of the card column
Block can be embedded in the groove just.
The utility model is include at least the following beneficial effects:
Positioning mechanism and contracting mechanism are set in pick-up unit, it can be by the inner wall coupling of string and detection duct
It closes, the position of each pick-up unit can be not only defined, while also reducing interference, improve the standard of testing result
Determining and stability;After detection, directly string can be pulled out from detection duct by connecting rope, because of detection
For device string during upward pull out, the resilient support arms of pick-up unit can be automatically to contract;The design of string
Rationally, simply, it is easy to use, practical.
The further advantage, target and feature of the utility model will be partially reflected by the following instructions, and part will also pass through
Research and practice to the utility model and be understood by the person skilled in the art.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of string described in the utility model;
Fig. 2 is the structural schematic diagram of pick-up unit described in the utility model;
Fig. 3 is the side structure schematic diagram of contracting mechanism described in the utility model;
Fig. 4 is the positive structure schematic of contracting mechanism described in the utility model;
Fig. 5 is the attachment structure schematic diagram of chain rope and card column described in the utility model;
Fig. 6 is the floor map that detection duct is laid described in embodiment;
Fig. 7 is the structural schematic diagram of testing and analysis system described in embodiment.
Description of symbols:
1- string;11- connecting rope;The first cable of 12-;13- shell;14- positioning mechanism;The first retainer plate of 141-;
142- support arm;The first arms of 143-;The second arms of 144-;145- slip ring;146- spring;The second retainer plate of 147-;
15- contracting mechanism;151- stopper;152- card column;The chain rope of 153-;2- injected hole;3- slip casting region;4- detects duct;5-
Spark source;6- testing and analysis system;The second cable of 61-;62- third cable;63- high-precision velocity of wave Acquisition Instrument;64- the 4th
Cable;65- computer.
Specific embodiment
The following describes the utility model in further detail with reference to the accompanying drawings, to enable those skilled in the art referring to explanation
Book text can be implemented accordingly.
It should be noted that in the description of the present invention, term " transverse direction ", " longitudinal direction ", "upper", "lower", " preceding ",
The orientation or positional relationship of the instructions such as " rear ", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside" be based on
Orientation or positional relationship shown in the drawings, is merely for convenience of describing the present invention and simplifying the description, and is not instruction or dark
Show that signified device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as pair
The limitation of the utility model.
As shown in Figs. 1-5, the utility model provides the device of Rock And Soil detection of grouting effects comprising string 1, institute
Stating string 1 includes multiple pick-up units:
The pick-up unit includes shell 13, wave detector, positioning mechanism 14 and contracting mechanism 15:
The shell 13 is tubular, and wave detector is equipped in shell 13, and the wave detector of multiple pick-up units passes through the first electricity
Cable 12 is sequentially connected, and the shell 13 of multiple pick-up units is sequentially connected by connecting rope 11, and is located at string 1 topmost
Shell 13 also with the other end be free end connecting rope 11 connect;
The positioning mechanism 14 is set to the outer wall of the shell 13, and it is arc that the positioning mechanism 14, which includes support arm 142,
Shape simultaneously has elasticity, and the outer wall of the shell 13 is fixed with the first retainer plate 141, one end of the support arm 142 with it is described
The opening direction of the connection of first retainer plate 141 and arc is towards shell 13,13 outer wall of shell of 141 lower part of the first retainer plate
It is slidably equipped with slip ring 145, is connected with the first contraction between the middle part of the support arm 142 and the top of slip ring 145
Arm 143 is connected with the second arms 144, the cunning between the middle part of first arms 143 and the lower part of slip ring 145
13 outer wall of shell of 145 lower section of rotating ring is fixed with the second retainer plate 147, the shell between the second retainer plate 147 and slip ring 145
13 outer wall of body is arranged with spring 146;
The contracting mechanism 15 is set on positioning mechanism 14, and the contracting mechanism 15 includes card column 152, the card column 152
One end is articulated in the outer wall of slip ring 145 vertically, and the outer wall of second retainer plate 147 is protruding with a stopper 151, the bullet
Spring 146 in the raw when, the other end of the card column 152 extend vertically and be located at the second retainer plate 147 stopper 151
Surface, and a fixture block is extended to the outer wall of shell 13 in the bottom of the card column 152;The card column of adjacent pick-up unit
152 pass through chain 153 connection of rope.
In the above-mentioned technical solutions, the string 1 includes sequentially connected multiple pick-up units, the wave detector
The shell 13 and the wave detector in shell 13 that unit includes tubular pass sequentially through the first cable 12 letter between multiple wave detectors
Number connection, is sequentially connected between the shell 13 of multiple wave detectors by connecting rope 11, it is preferred that adjacent pick-up unit it
Between the length of the first cable 12 that connects be not more than the length of connecting rope 11 so that string 1 is in the process transferred and recycled
In, active force is generated to shell 13 by connecting rope 11, avoiding the first cable 12 from being stressed directly leads to the first cable 12 and detection
Connection structure between device is destroyed, and influences signal transmission;
Wherein, the outer wall of the shell 13 is equipped with positioning mechanism 14, and the positioning mechanism 14 includes flexible arc
Support arm 142, the upper end are connect with first retainer plate 141 on 13 top of shell, and the middle part of the support arm 142 is fixed with first
The first arms 143, the middle part of the first arms 143 and slip ring are connected between the top of the slip ring 145 of 141 lower section of circle
The second arms 144 is connected between 145 lower part, it is solid that 13 outer wall of shell of 145 lower section of slip ring is further fixed on second
Surely enclose between the 147, and second retainer plate 147 and slip ring 145 and be arranged with spring 146, when spring 146 in the raw when,
The support arm 142 is in extended state and it can be bonded with the inner wall in detection duct 4, so that pick-up unit and detection hole
The coupling of 4 inner wall of road will drive the first arms 143 and second to shrink when outer wall slide downward of the slip ring 145 along shell 13
Arm 144 moves down, and support arm 142 can be tightened to the outer wall of shell 13, disengage support arm 142 with detection duct 4,
Spring 146 is in compressive state at this time;
Contracting mechanism 15 is additionally provided on the positioning mechanism 14 comprising upper end is articulated in 145 outer wall of slip ring vertically
A fixture block is extended to the outer wall of shell 13 in the bottom of card column 152, card column 152, and the outer wall of second retainer plate 147 is protruding with
One stopper 151, when the spring 146 in the raw when, the fixture block of 152 bottom of card column is located at the second retainer plate 147
Spring 146 is compressed when card column 152 is moved down with slip ring 145 along 13 outer wall of shell in the surface of stopper 151, and
The fixture block of card column 152 is stuck in 151 lower section of stopper of 147 outer wall of the second retainer plate, spring 146 can be made to keep compression shape
State, while the support arm 142 keeps tightening state, can control the localization machine of 13 outer wall of shell by the contracting mechanism 15
Structure 14, so that pick-up unit is contacted or disengaged with the inner wall in detection duct 4;
Connected with the card column 152 of adjacent pick-up unit by chain rope 153 in the card column 152 of the pick-up unit
It connects, it is preferred that the card column 152 can rotate within the scope of 90 ° of vertical 13 cross section of shell, each pick-up unit
The upper and lower part of the wall on the outside of card column 152 be equipped with chain rope 153, and respectively with the pick-up unit on top and lower part
Pick-up unit card column 152 between connect, it is described chain when the card column 152 of pick-up unit is in vertical state
Rope 153 in the raw, when the card column 152 of any pick-up unit is rotated up around drive-connecting shaft, can drive its underpart
The card column 152 of pick-up unit by it is chain rope 153 pulling force and be rotated up, to realize the card column of all pick-up units
152 synchronous rotation is successively detached from corresponding stopper 151 so as to control the card column 152 of multiple pick-up units
Contact, with the contracting mechanism 15 and positioning mechanism 14 of all pick-up units of synchronously control, realize multiple pick-up units according to
It is secondary to couple or disengage with the inner wall in detection duct 4.
In another technical solution, the support arm 142 has multiple, and multiple support arms 142 are along the first retainer plate 141
Circumferential direction be uniformly distributed, first arms 143 also to be multiple, and one end of multiple first arms 143 respectively with it is multiple
The middle part of support arm 142 connects one to one, and the other end is uniformly distributed along the circumferential direction of the slip ring 145;Described second shrinks
Also to be multiple, one end of multiple second arms 144 is corresponded with the middle part of multiple first arms 143 respectively to be connected arm 144
It connects, the other end is uniformly distributed along the circumferential direction of the slip ring 145, and in this technical solution, the positioning mechanism 14 is along shell 13
Circumferential direction be uniformly distributed, allow pick-up unit and detect duct 4 inner wall be bonded completely, uniform stressed, it is not easy to because by
It shifts to disturbance.
In another technical solution, drawstring, the drawing are also connected in the card column 152 of 1 the top of string
The other end of rope is free end, can be pulled upwardly the card column 152 of the pick-up unit of the top by drawstring, to drive institute
The positioning mechanism 14 of some pick-up units and the inner wall in detection duct 4 disengage.
In another technical solution, the lower edge of the stopper 151 is the arc of opening upwards, and is had recessed
The fixture block of slot, the card column 152 can be embedded in the groove just, it is preferred that the card column 152 can be parallel to the shell
13 section rotates within the scope of 90 °, and since the edge of 151 lower part of stopper is arc, when 153 pairs of card columns 152 of chain rope
When applying pulling force, more easily card column 152 can be pulled out below stopper 151, and due to the edge of 151 lower part of stopper
Equipped with the groove that the fixture block shape with card column 152 matches, when the fixture block of 152 bottom of card column is embedded in the groove, it is not easy
It is detached from stopper 151.
Embodiment:
As shown in figs. 1-7, the method and step of Rock And Soil detection of grouting effects are as follows:
S1: laying detection duct 4 within the scope of the center in Rock And Soil slip casting region 3 and prediction diffusion zone respectively, wherein
Predict that multiple groups are laid within the scope of diffusion zone detects duct 4, every group of detection duct 4 is three and is center structure with slip casting region 3
It is laid out at triangle, and distance of the multiple groups detection duct 4 apart from 3 center of slip casting region successively increases, the detection duct 4 is with PVC
Casing fills water as retaining wall and in hole;
S2: spark source 5 is placed in any detection duct 4, and string 1 is placed in other any detection ducts 4
And wave detector is coupled one by one with the inner wall in detection duct 4 by multiple positioning mechanisms 14;
S3: spark source 5 and string 1 are connect with testing and analysis system 6, the testing and analysis system 6 includes
High-precision velocity of wave Acquisition Instrument 63 and computer 65, the string 1 pass through the second cable 61 and high-precision velocity of wave Acquisition Instrument 63
Signal connection, spark source 5 are connect also by third cable 62 with 63 signal of high-precision velocity of wave Acquisition Instrument, the high-precision wave
Fast Acquisition Instrument 63 is connect by the 4th cable 64 with 65 signal of computer;
S4: respectively before and after slip casting, elastic wave is excited by spark source 5, and by the collected signal of string 1
It is sent to high-precision velocity of wave Acquisition Instrument 63, the high-precision velocity of wave Acquisition Instrument 63 transmits a signal to the computer 65 again, meter
Calculation machine 65 forms two-dimensional CT image by inversion algorithm;
S5: by the two-dimensional CT image of Rock And Soil before and after comparison slip casting, determine slip casting region 3 and slip casting effect.
Wherein, in the step S1, using the center of the Rock And Soil injected hole 2 of multiple rounded arrangements as slip casting region 3
Center, drill in the range of prediffusion region, lay detection duct 4, detect the distance between duct 4 and slip casting region 3
It may gradually increase, such as 1.5m, 2.0m, 3.0m, it is preferred that hole depth will be beyond low absolute altitude 1.0m of stake or so, and guarantees certain
Verticality, and adding PVC casing prevents detection duct 4 from collapsing and water storage, while to clearing up in drilling, to guarantee to examine
Wave device string 1 and spark source 5 can provide precondition down toward the required depth reached for detection, wherein for save the cost
With raising detection efficiency, the injected hole 2 also is used as detection duct 4;
In the step S2, spark source 5 is put into any detection duct 4, and guarantees that spark source 5 can examined
It freely up and down moves, string 1 is put into other any detection ducts 4, wherein between pick-up unit in gaging hole road 4
Vertical interval need to meet design requirement, and the spark source 5 and string 1 are set to the water level in detection hole road 4
Hereinafter, the spark source 5 can excite elastic wave, and sound wave therein is received by string 1, is cut so that measurement is corresponding
Slip casting effect in face, for the quality of reception for guaranteeing sound wave, multiple pick-up units of the string 1 pass through its positioning
Mechanism 14 is coupled with PVC internal surface of sleeve pipe, prevents in detection process that pick-up unit is interfered or mobile and shadow occurs for position
Ring detection effect;
In the step S3, the spark source 5 is also connected with excitation control system, built in the excitation control system
Trigger switch, the trigger switch signal are connected to high-precision velocity of wave Acquisition Instrument 63 by the second cable 61, excite control system
The electric signal of trigger switch is sent to high-precision velocity of wave Acquisition Instrument 63, high-precision wave while control spark source 5 impulses
Fast Acquisition Instrument 63 is picked up by third cable 62 and records the collected acoustic signals of string 1, and then high-precision velocity of wave is adopted
Collection instrument 63 passes to the acoustic signals being recorded on computer 65 by the 4th cable 64;
In the step S4 and S5, the computer 65 is according to collected acoustic signals, when first break picking wave is walked, carries out
Wave velocity C T tomography finds out color exception area by Rock And Soil CT imaging contrast around pile foundation before and after slip casting, when discovery is being infused
Slurry front and back region and surrounding Rock And Soil color change are obvious and when having obvious boundary, determine that the color change region is slip casting
Area, testing result are intuitive, clear.
In addition, the method for coupling pick-up unit one by one with the inner wall in detection duct 4 in the step S2, including it is following
Step:
S11: the fixture block of the card column 152 of multiple pick-up units is stuck in corresponding 151 lower part of stopper, by spring
146 compressions, make support arm 142 to contract, then send string 1 into detection duct 4;
S12: the string 1 is sent to predetermined altitude, and connecting rope 11 is fixed, and upward rope, is successively made every
The fixture block of the card column 152 of a pick-up unit is disengaged with stopper 151, and spring 146 restores nature and drives branch
Brace 142 trails, and pick-up unit is coupled with the inner wall in detection duct 4 one by one;
S13: directly string 1 is taken out from detection duct 4 by connecting rope 11 after detection.
In the above-mentioned technical solutions, in the step S13, after detection, during string 1 is pulled up,
The support arm 142 is automatically to contract, it may be convenient to take out string 1 from detection duct 4, and wave detector is not
It can directly be touched with the inner wall for detecting duct 4, avoid the structure of damage wave detector.
It is not only in the description and the implementation although the embodiments of the present invention have been disclosed as above
Listed utilization, it can be applied to various fields suitable for the present invention completely, for those skilled in the art,
Other modifications may be easily implemented, therefore without departing from the general concept defined in the claims and the equivalent scope, this reality
It is not limited to specific details and legend shown and described herein with novel.
Claims (4)
1. the device of Rock And Soil detection of grouting effects comprising string, the string include multiple pick-up units,
It is characterized by:
The pick-up unit includes shell, wave detector, positioning mechanism and contracting mechanism:
The shell is tubular, and wave detector is equipped in shell, and the wave detector of multiple pick-up units is successively connected by the first cable
Connect, the shell of multiple pick-up units is sequentially connected by connecting rope, and be located at string the top shell also with it is another
End is that the connecting rope of free end connects;
The positioning mechanism is set to the outer wall of the shell, and the positioning mechanism includes support arm, for arc and has elasticity,
The outer wall of the shell is fixed with the first retainer plate, and one end of the support arm is connect with first retainer plate and arc
Opening direction is slidably equipped with slip ring towards shell, the housing exterior walls of first retainer plate lower part, the support arm
The first arms is connected between middle part and the top of slip ring, between the middle part of first arms and the lower part of slip ring
It is connected with the second arms, the housing exterior walls below the slip ring are fixed with the second retainer plate, the second retainer plate and sliding
Housing exterior walls between ring are arranged with spring;
The contracting mechanism is set on positioning mechanism, and the contracting mechanism includes card column, and described card column one end is articulated in cunning vertically
The outer wall of rotating ring, the outer wall of second retainer plate are protruding with a stopper, the spring in the raw when, the card column
The other end extend vertically and be located at the second retainer plate stopper surface, and the bottom of the card column is to the outer wall of shell
Extend a fixture block;The card column of adjacent pick-up unit passes through chain rope connection.
2. the device of Rock And Soil detection of grouting effects as described in claim 1, which is characterized in that the support arm have it is multiple,
And multiple support arms are uniformly distributed along the circumferential direction of the first retainer plate, first arms is also multiple, and multiple first shrink
One end of arm connects one to one in the middle part of multiple support arms respectively, and the other end is uniformly distributed along the circumferential direction of the slip ring;
Second arms be also it is multiple, one end of multiple second arms respectively with the middle part of multiple first arms correspond
Connection, the other end are uniformly distributed along the circumferential direction of the slip ring.
3. the device of Rock And Soil detection of grouting effects as described in claim 1, which is characterized in that be located at string topmost
Card column on be also connected with drawstring, the other end of the drawstring is free end.
4. the device of Rock And Soil detection of grouting effects as described in claim 1, which is characterized in that the lower edge of the stopper
Edge is the arc of opening upwards, and has groove, and the fixture block of the card column can be embedded in the groove just.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820901111.3U CN208379652U (en) | 2018-06-11 | 2018-06-11 | Device for detecting grouting effect of rock-soil mass |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820901111.3U CN208379652U (en) | 2018-06-11 | 2018-06-11 | Device for detecting grouting effect of rock-soil mass |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208379652U true CN208379652U (en) | 2019-01-15 |
Family
ID=64967202
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820901111.3U Active CN208379652U (en) | 2018-06-11 | 2018-06-11 | Device for detecting grouting effect of rock-soil mass |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208379652U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108951719A (en) * | 2018-06-11 | 2018-12-07 | 武汉港湾工程质量检测有限公司 | The device and method of Rock And Soil detection of grouting effects |
CN110109175A (en) * | 2019-06-04 | 2019-08-09 | 中国科学院武汉岩土力学研究所 | Reducing type seismic wave acquisition device |
CN111175830A (en) * | 2020-01-16 | 2020-05-19 | 石家庄铁道大学 | Deep hole positioning device for detector |
-
2018
- 2018-06-11 CN CN201820901111.3U patent/CN208379652U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108951719A (en) * | 2018-06-11 | 2018-12-07 | 武汉港湾工程质量检测有限公司 | The device and method of Rock And Soil detection of grouting effects |
CN108951719B (en) * | 2018-06-11 | 2023-08-22 | 中交二航局建筑科技有限公司 | Device and method for detecting grouting effect of rock and soil body |
CN110109175A (en) * | 2019-06-04 | 2019-08-09 | 中国科学院武汉岩土力学研究所 | Reducing type seismic wave acquisition device |
CN111175830A (en) * | 2020-01-16 | 2020-05-19 | 石家庄铁道大学 | Deep hole positioning device for detector |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108951719A (en) | The device and method of Rock And Soil detection of grouting effects | |
Li et al. | An overview of ahead geological prospecting in tunneling | |
CN208379652U (en) | Device for detecting grouting effect of rock-soil mass | |
CN102768369B (en) | Roadway drivage drilling induced polarization advance water probing forecasting method, device and probe | |
CN102866417A (en) | Device and method for seismic cross hole computed tomography (CT) detection and tomography of underground cave | |
CN105242028B (en) | One kind is taken out filling by skyscraper load and subsoil water and causes soil body delaminating deposition model test apparatus and test method | |
CN105604066B (en) | Application of the resistivity profiling in the detection of building foundation pit building enclosure percolating water | |
CN202837558U (en) | Underground karst cave earthquake cross-hole CT (computer tomography) detection and tomographic imaging device | |
CN101570974A (en) | Method for detecting quality of existing building foundation piles with parallel seismic method | |
CN104360405B (en) | A kind of composite geophysical methods of stope overlying strata dynamic moving feature | |
CN101251605A (en) | Method for forecasting advanced geology for tunnel construction | |
CN106248672B (en) | The recognition methods of rock crack mode of extension and system in a kind of live hole based on DIC technology | |
CN102788569A (en) | Geological deformation and slumping warning system | |
CN108920851A (en) | A kind of destressing borehole spacing based on target support pressure determines method | |
CN101581223B (en) | Method for detecting slip casting effect of tunnel | |
CN113419294A (en) | Comprehensive detection method for multi-dimensional karst special geology | |
CN110424363A (en) | A kind of weak soil soil response intensive parameter long range method for continuous measuring | |
CN105842740A (en) | Fixed point rotary irradiation large power transient electromagnetic method | |
CN105386474A (en) | Method for determining influences of leakage of waterproof curtain above foundation pit excavation face on surrounding environment | |
CN108037184A (en) | Tunnel inverted arch detection of construction quality method | |
CN209946406U (en) | Device for measuring and calculating two-dimensional or three-dimensional elastic parameters of shallow stratum | |
CN106149770A (en) | Bored concrete pile pile foundation construction period synchronizes the large-section in-situ concrete pile hole wall Rock Mass Integrality detection method carried out | |
CN104297796A (en) | Short-refraction investigation method for undulating surface of terrain high-variability area in ultra-thick loess highland | |
CN104597130B (en) | Method for detecting and analyzing evolution process of structure of surrounding rock in area of deep tunnel of coal mine | |
CN203768955U (en) | Three-dimensional foundation pile detecting device based on drill radar |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |