CN209264347U - A kind of water sampling in situ probe for shallow-layer gas-bearing formation - Google Patents

A kind of water sampling in situ probe for shallow-layer gas-bearing formation Download PDF

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Publication number
CN209264347U
CN209264347U CN201821996760.2U CN201821996760U CN209264347U CN 209264347 U CN209264347 U CN 209264347U CN 201821996760 U CN201821996760 U CN 201821996760U CN 209264347 U CN209264347 U CN 209264347U
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China
Prior art keywords
probe
pipe
head
situ
shallow
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CN201821996760.2U
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Chinese (zh)
Inventor
王勇
韩珠峰
孔令伟
孙富学
汪明元
杨涛
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Wuhan Institute of Rock and Soil Mechanics of CAS
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Wuhan Institute of Rock and Soil Mechanics of CAS
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Abstract

The utility model discloses a kind of water sampling in situ probes for shallow-layer gas-bearing formation, and mainly by probe first part, probe second part and probe Part III, successively airtight connection is formed from bottom to up;Probe first part includes probe pipe A and cyclic annular permeable stone, the tube wall of probe pipe A is provided with water flowing hole, second part inside pop one's head in filled with sponge protective, double end injection needle is fixed with inside sponge protective, Part III top pop one's head in equipped with fixed belt hole baffle and movable snap-gauge, single port aluminium made vacuum bottle is installed in the lumen of probe pipe C, it is closed on the bottleneck in single port aluminium made vacuum bottom of bottle portion that the second silica gel plug is installed, pull rod is fixed at the top of movable snap-gauge, positioning groove is provided with around through-hole at the top of fixed belt hole baffle, bridging is installed on pull rod, rope is connected at the top of pull rod.The utility model has many advantages, such as that structure is simple, easy to carry, carries common static penetrometer, can obtain the water sample in situ in predetermined gas-bearing layer.

Description

A kind of water sampling in situ probe for shallow-layer gas-bearing formation
Technical field
The utility model relates to the geotechnical engineering investigation fields in field of civil engineering, more particularly to one kind to contain for shallow-layer The water sampling in situ on gas stratum is popped one's head in, and the gas-bearing formation of gas with various ingredient and different soil properties can be applicable in.
Background technique
Shallow gas refer to be embedded within earth's surface or less 1500m natural-gas (comprising it is organic and inorganic or be mixed into because Gas), the stratum rich in shallow gas is known as gas-bearing formation.Gas-bearing formation is generally distributed in Marsh Wetland, river mouth, delta, lake With in the shallow stratum of bottom sediment and oily resource relative abundance.Gas in soil layer is mainly derived from organic matter and exists Produced by the biogenetic gas being decomposed to form under anaerobic bacteria effect and Deep Oil-gas, earth mantle gas and magmatic activity and pass through infiltration The gas being closed in superficial stratum of being migrated upwards is passed through after leakage and diffusion.Along The East Coast of Zhejiang And Jiangsu Provinces of the shallow gas in China, the Changjiang river Delta, the Caidamu Basin, Song-liao basin, Bohai gulf basin and the southern Yunnan osmanthus Qian Yue area Small-middle Basin in it is different Degree preservation, wherein southeastern coast, In Middle And Lower Reaches of Changjiang River include the shallow gas in Soviet Union, Zhejiang, Shanghai, Fujian, Guangdong, fine jade, Hunan, Hubei Province, Jiangxi etc. Being distributed mainly on coastal, riverine the 4th is in Plain.Gas-bearing formation is for civil engineering, with belonging to the special engineering of one kind Matter disaster namely shallow gas geological disaster.The famous Construction of Hangzhou Bay Cross-sea Bridge in China during the engineering investigation of early period just once Shallow gas eruption burning occurred causes ship to be spoken sarcastically the accident of wound.As underground space development is goed deep into China, increasingly More engineerings has suffered from underground shallow layer gas, and shallow gas geological hazards are more prominent.When engineering meets with gassiness or containing nocuousness When the stratum of gas, first have to need to find out the source of gas in stratum, major storage layer position, distribution etc., and gassiness The acquisition of in situ water sample in layer, the production compression ring border of gassiness soil layer in engineering ground built for inverting produce the gas age and gas is transported It is particularly significant to move accumulation process etc..Therefore, the acquisition quality of water sample sample in situ will directly influence the accuracy of test result, And then the reasonability for influencing inverting is inferred.
Currently, the inspection of the scene of a crime in shallow gas geologic province, mostly natural dependent on static sounding in situ, probing or petroleum The professional sampler of gas department.Water intaking sample loading mode uses first drilling mostly, is again put into sampler in earth's surface after pore-forming Water sampling acquisition is carried out in drilling.This mode often will cause stratum along the underground of different depth layer position due to drilling in advance Water mixing is not entirely to obtain from the scheduled gas-bearing formation of institute, and drill slurry coat method meeting so as to cause institute's water sampling The pH value for changing underground water, the water sample for causing sampler to obtain do not have representativeness, really cannot directly reflect in stratum in situ Water constituent, may cause inaccuracy result of laboratory test.The professional sampler structure complexity of another aspect petroleum gas department, Expensive, heavy and inconvenient to carry, it is standby that general geotechnical engineering investigation unit is difficult to have these professional sampling cartridges.
Utility model content
Place in view of the shortcomings of the prior art, the purpose of this utility model is to provide one kind for shallow-layer gassiness The water sampling in situ probe of layer, water sampling in situ probe have many advantages, such as that structure is simple, easy to carry, carry common quiet Power cone penetrometer can obtain the water sample in situ in predetermined gas-bearing layer;It solves and carries out ground work in geological province containing shallow gas at present In journey prospecting, lacks easy water sample acquisition device in situ and water intaking and be easy to be mixed with the problem of other impurities in the process.
The purpose of this utility model is achieved through the following technical solutions:
A kind of water sampling in situ probe for shallow-layer gas-bearing formation, mainly by probe first part, probe second Point and probe Part III successively airtight connection forms from bottom to up;The probe first part includes probe pipe A and is set in Cyclic annular permeable stone outside probe pipe A, the inside probe pipe A have probe lumen, and the tube wall of the probe pipe A is provided with several It is a with the water flowing hole that is connected of probe lumen, the water inlet end of the water flowing hole with ring-type permeable stone inner wall is corresponding contacts; The probe second part includes inside probe pipe B, the probe pipe B filled with sponge protective, in the sponge protective Portion is fixed with double end injection needle, and the double end injection needle includes top syringe needle and lower needle, and the lower needle and probe are managed Chamber is corresponding;The probe Part III includes probe pipe C, is fixed with fixed belt hole baffle at the top of the lumen of the probe pipe C, Lifting is movably installed with movable snap-gauge at the top of the lumen of the probe pipe C, and the activity snap-gauge is located at below fixed belt hole baffle, Spring is connected between the activity snap-gauge and fixed belt hole baffle, it is true to be equipped with single port aluminum in the lumen of the probe pipe C Empty bottle, single port aluminium made vacuum bottom of bottle portion are bottleneck, and single port aluminium made vacuum top of bottle is connect with movable snap-gauge, and the single port aluminum is true It is closed on the bottleneck of empty bottle bottom that the second silica gel plug, the bottleneck phase of the top syringe needle and single port aluminium made vacuum bottom of bottle portion are installed It is corresponding;The fixed belt hole baffle center is provided with through-hole, is fixed with pull rod at the top of the activity snap-gauge, passes through at the top of the pull rod The through-hole of fixed belt hole baffle, the fixed belt hole baffle top are provided with positioning groove around through-hole, are equipped on the pull rod Bridging corresponding with positioning groove, the pull rod top are connected with rope.
In order to which the utility model is better achieved, the utility model further includes static sounding inserting tube, and the static sounding is visited It is connect at the top of bottom of the tube and probe Part III, the rope is located in the lumen of static sounding inserting tube.
Preferably, being fixed with hook at the top of the pull rod, the rope bottom is fixedly connected on hook.
Preferably, active card board bottom portion has clamping set, the single port aluminium made vacuum top of bottle cooperation is connected in In clamping set.
Preferably, the bottom probe pipe A of the probe first part is fixed with the probe cone of conical by its shape.
Preferably, having the first screw thread tubing string, the probe second at the top of the probe pipe A of the probe first part Point the probe bottom pipe B connect with the first screwed pipe male screw, it is closed in the tube cavity of the first screw thread tubing string to be equipped with the One silica gel plug;There is the second screw thread tubing string, the probe of the probe Part III at the top of the probe pipe B of the probe second part The bottom pipe C is connect with the second screwed pipe male screw;There is third screw thread tubing string at the top of the probe pipe C of the probe Part III, Static sounding inserting tube bottom is connect with the third screwed pipe male screw of probe pipe C.
Preferably, the water flowing hole is rounded, the water flowing hole is circumferentially arranged along the tube wall of probe pipe A, All water flowing holes are uniformly stacked at the top of tube wall bottom to the tube wall of probe pipe A.
Preferably, the utility model further includes static penetrometer, static(al) touching is installed at the top of the static sounding inserting tube It visits on instrument, static sounding inserting tube is assembled by several section feeler lever pipes.
Preferably, the bridging is hinged by two struts at middle part, two struts of the bridging It is symmetrical with the vertical line for passing through middle part hinge joint, at the top of two strut bottoms of the bridging and fixed belt hole baffle Positioning groove it is corresponding.
Water sampling probe in the utility model original position consists of three parts, and three parts are sequentially consisted of from probe first Partially, probe second part and probe Part III, probe first part is by water flowing hole, the first silica gel plug, probe cone, ring Shape permeable stone, probe lumen, the first screw thread tubing string composition.The probe pipe A outer wall of probe first part is set with cyclic annular permeable stone, Cyclic annular permeable stone can by the mud particle in gas-bearing formation obstruct outside, and make water be freely accessible to probe first part spy Inside head tube A;There is probe lumen, which can temporarily store external entrance inside the probe pipe A of probe first part Water it is gentle, and tentatively carry out aqueous vapor separation (since gas is more light-weight than water);In the probe pipe of cyclic annular permeable stone and probe pipe A Several water flowing holes are provided between chamber, the water in situ of gas-bearing formation can enter water flowing hole by cyclic annular permeable stone, then into Enter to pop one's head in pipe A probe lumen in, after multiple water flowing holes can prevent certain holes to be blocked, external water can not pass through ring Shape permeable stone enters in the probe lumen of probe first part;First silica gel plug is located at the top of the probe lumen of probe pipe A, and first The function of silica gel plug is in the gentle infiltration probe second part of water stored in the probe lumen for prevent probe pipe A;Entire probe First part is mainly used to collect from predetermined gas-bearing formation and tentatively stores water in situ.
Probe second part is mainly made of the second screw thread tubing string, double end injection needle, sponge protective.Probe second part Bottom end with probe first part at the top of the second screwed pipe male screw tighten, pop one's head in second part at the top of the second screw thread tubing string with Probe Part III bottom thread is tightened;Double end injection needle is placed on vertically in probe second part, when the lower part of double end injection needle The first silica gel plug in syringe needle insertion probe first part can when top syringe needle is inserted into the second silica gel plug of probe Part III To be connected to the single port aluminium made vacuum bottle (light-weight and be not easy to get rusty) of the probe lumen of probe first part and Part III of popping one's head in, To which water in situ is sucked into single port aluminium made vacuum bottle;Sponge protective is filled in around double end injection needle, is infused to double end It penetrates needle and plays fixed function, prevent its position from shifting, while sponge protective can also play a supportive role to double end injection needle, Its syringe needle is prevented to be inserted into silica gel plug in advance.
Part III pop one's head in by third screw thread tubing string, movable snap-gauge, clamping set, pull rod, spring, positioning groove, fixing belt Hole baffle, bridging, single port aluminium made vacuum bottle (light-weight and be not easy to get rusty), the second silica gel plug, hook, rope composition;Probe It is tightened with the second screwed pipe male screw at the top of probe second part Part III bottom;Clamping set is fixed on active card board bottom Portion, mainly play a part of fixation single port aluminium made vacuum bottle, movable snap-gauge can be discharged by spring after elastic force as first initiating Can, the second silica gel plug of single port aluminium made vacuum bottle is pressed downward in the double end injection needle of probe second part;Single port aluminum is true Second silica gel plug of empty bottle bottom end can keep vacuum in single port aluminium made vacuum bottle for sealing;It is fixed on movable snap-gauge Baffle of porous baffle has a circular through-hole among fixed belt hole baffle, can accommodate pull rod and pass through.It is each in circular through-hole two sides There is one positioning groove.The through-hole that pull rod passes through fixed belt hole baffle links together with movable snap-gauge and can be with activity The movement of snap-gauge progress vertical direction.It is connected between movable snap-gauge and fixed belt hole baffle with spring, there is a bridging on pull rod, When compressed spring by the bridging on pull rod pass through fixed belt hole baffle top, be separately inserted two sides with hand handle bridging and fix In the positioning groove of baffle of porous baffle, pull rod can be fixed together with movable snap-gauge at this time;The top of pull rod is equipped with a hook, can will restrict Rope is connected on hook.Rope stretches out earth's surface out of hollow static sounding inserting tube, can be by rope in ground table handling pull rod. When water sampling in situ probe, which arrives at scheduled gas-bearing layer, prepares water intaking, upward lifting rope rope allows bridging to be detached from positioning groove, Bridging can close naturally close under the effect of gravity, unclamp rope at this time, and the elastic force that spring-compressed generates provides dynamic for movable snap-gauge Power makes movable snap-gauge together with the pull rod on top, the single port aluminium made vacuum bottle vertical downward movement of lower part, to make single port aluminium Second silica gel plug of Dewar bottle processed is connected to the probe lumen in double end injection needle and probe first part in probe second part; Under the suction that single port aluminium made vacuum bottle provides, suck the water sample in situ in probe first part by double end injection needle In single port aluminium made vacuum bottle, to complete the acquisition to gas-bearing layer original position water sample.Part III top pop one's head in third screw thread Tubing string, third screw thread tubing string can be tightened mutually with static sounding inserting tube, and static sounding inserting tube can carry static penetrometer, from And common static penetrometer can be carried and be popped one's head in using the water sampling in situ of the utility model.
A kind of water sampling method in situ for shallow-layer gas-bearing formation, including water sampling in situ probe, acquisition side Method is as follows:
A, field device assembles: assembling probe first part first carries out cyclic annular permeable stone to vacuumize saturation, to exclude Air therein, then by cyclic annular permeable stone be fixed on probe first part outside, it is ensured that cyclic annular permeable stone appearance with First part's joining place of popping one's head in is smooth, is fitted tightly over the inner wall of cyclic annular permeable stone together with all water flowing holes, it is ensured that former Position water sample can be entered after water flowing hole in the probe lumen of probe first part by cyclic annular permeable stone;Then assembling probe Second part, by pop one's head in second part bottom with probe first part at the top of the first screwed pipe male screw tighten, after will be extra large The double end injection needle of continuous protective package is placed on vertically inside the probe pipe B of probe second part;Then assembling probe third Part will fix rope first on hook, and be previously threaded through in static sounding inserting tube, tightly by single port aluminium made vacuum top of bottle Ground is connected to the clamping set of movable snap-gauge, then rope is pulled to pull up by pull rod, the part with bridging is allowed to appear in band The upper end of hole fixed baffle, bridging is strutted, and two strut bottoms of bridging is made to be inserted into fixed baffle through-hole with holes respectively In the positioning groove of two sides, after going through and ensuring fixation, by probe Part III bottom and probe second part top The second screwed pipe male screw in portion is tightened, and water sampling probe assembling completely in situ finishes at this time, and water sampling in situ is popped one's head in Top is tightened with static sounding inserting tube bottom thread, can start to carry out feeler inspection penetration test;
B, water sampling: stratum successively includes that cultivated soil layer, cap rock and gas-bearing layer, the level of ground water of planting of earth's surface is located at from top to bottom In cap rock, ploughs to plant in earth's surface and fix static penetrometer on soil layer, static sounding inserting tube and original position are installed on static penetrometer After water sampling probe, start injection, speed control is 1~2cm/s;Stop injection after reaching scheduled gas-bearing layer, on ground Table, which is ploughed to plant, by rope pulls up about 10cm on soil layer, and bridging can be inwardly closed under Gravitative Loads, after static 5s slowly to Lower release rope, decentralization 10cm or so, it is ensured that the bridging position on pull rod 33 passes through the through-hole of fixing belt orifice plate, quickly unclamps Rope is transporting movable snap-gauge downwards with single port aluminium made vacuum bottle under gravity and the elastic force collective effect of spring offer It is dynamic, it connect the second silica gel plug of single port aluminium made vacuum bottle closely with the top syringe needle of double end injection needle, and oppress double end injection Needle moves downwardly together, and the lower needle of final double end injection needle is connected with the first silica gel plug of probe first part, and bullet Spring completely it is flexible open after single port aluminium made vacuum bottle, double end injection needle, probe lumen will be made to be connected, at this point, single port aluminum is true The negative pressure of empty bottle is single by the sucking of double end injection needle by the water sample in situ in the gas-bearing layer in the probe lumen for first part of popping one's head in In mouth aluminium made vacuum bottle;To make water sample in situ in gas-bearing layer complete from cyclic annular permeable stone, water flowing hole, probe lumen, double Head injection needle, single port aluminium made vacuum bottle are sequentially communicated and realize sampling process;Operating time should continue enough length, to ensure to take To enough water samples, specifically: sample time control is 60~180min in cohesive soil, and sample time control is 5 in sand ~20min;
C, equipment recycles: one section of static sounding inserting tube, one section being fetched, is ploughed when water sampling in situ probe is recovered to earth's surface When planting soil layer, quickly probe Part III and probe second part screw thread are unscrewed, by double end injection needle and single port aluminium made vacuum Then the second silica gel plug separation of bottle removes single port aluminium made vacuum bottle, at this time single port aluminum from the clamping of movable snap-gauge set It is the water sample in situ for the pure gas-bearing layer being collected into Dewar bottle, indoor assay can be carried out by taking back laboratory;It will Instrument all parts are removed, and collection installs, reuse when to carry out water sampling next time.
The utility model compared with the prior art, have the following advantages that and the utility model has the advantages that
(1) the utility model has many advantages, such as that structure is simple, easy to carry, carries common static penetrometer, can obtain Take the water sample in situ in predetermined gas-bearing layer.
(2) the utility model solves carries out in geotechnical engineering investigation in geological province containing shallow gas at present, and the prior art lacks It is easy to be mixed with the problem of other impurities during the water sample acquisition device in situ of weary simplicity and water intaking.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model original position water sampling probe;
Fig. 2 is the structural schematic diagram of the utility model probe first part;
Fig. 3 is the structural schematic diagram of the utility model probe second part;
Fig. 4 is the structural schematic diagram of the utility model probe Part III;
Fig. 5 is the structural schematic diagram of single port aluminium made vacuum bottle;
Fig. 6 is the structural schematic diagram of bridging;
Fig. 7 is the operation principle schematic diagram between movable snap-gauge and bridging;
Fig. 8 installs and uses schematic diagram for the utility model original position water sampling probe.
Wherein, title corresponding to the appended drawing reference in attached drawing are as follows:
10- static penetrometer, 20- earth's surface, which is ploughed, plants soil layer, 30- cap rock, 40- gas-bearing layer, the water sampling of the original position 50- Probe, 60- level of ground water, 1- probe first part, 11- water flowing hole, 12- ring-type permeable stone, the first silica gel plug of 13-, 14- the first screw thread tubing string, 15- probe cone, 16- probe lumen, 2- probe second part, 21- double end injection needle, The top 211- syringe needle, 212- lower needle, 22- sponge protective, 23 second screw thread tubing strings, 3- probe Part III, 31- activity snap-gauge, 32- clamping set, 33- pull rod, 34- spring, 35- positioning groove, 36- fixed belt hole baffle, 37- Bridging, 4- single port aluminium made vacuum bottle, the second silica gel plug of 41-, 5- hook, 6- rope, 7- static sounding inserting tube.
Specific embodiment
The utility model is described in further detail below with reference to embodiment:
Embodiment
As shown in FIG. 1 to FIG. 8, a kind of water sampling in situ probe for shallow-layer gas-bearing formation, mainly by probe first Successively airtight connection forms from bottom to up for part 1, probe second part 2 and probe Part III 3.Probe first part 1 include Probe pipe A and the cyclic annular permeable stone 12 being set in outside probe pipe A, the inside probe pipe A have probe lumen 16, probe pipe A's Tube wall is provided with several water flowing holes 11 being connected with probe lumen 16, the water inlet end of water flowing hole 11 and cyclic annular permeable stone 12 The corresponding contact of inner wall.Second part 2 of popping one's head in includes probe pipe B, and sponge protective 22 is filled with inside probe pipe B, and sponge protects Double end injection needle 21 is fixed with inside watch box 22, double end injection needle 21 includes top syringe needle 211 and lower needle 212, lower needle First 212 is corresponding with probe lumen 16.Part III 3 of popping one's head in includes probe pipe C, is fixed with fixation at the top of the lumen for the pipe C that pops one's head in Baffle of porous baffle 36, the lumen top lifting for the pipe C that pops one's head in are movably installed with movable snap-gauge 31, and movable snap-gauge 31 is located at fixed belt hole gear 36 lower section of plate, is connected with spring 34 between movable snap-gauge 31 and fixed belt hole baffle 36, be equipped with single port in the lumen for the pipe C that pops one's head in Aluminium made vacuum bottle 4,4 bottom of single port aluminium made vacuum bottle are bottleneck, and 4 top of single port aluminium made vacuum bottle is connect with movable snap-gauge 31, single It is closed on the bottleneck of 4 bottom of mouth aluminium made vacuum bottle that the second silica gel plug 41, top syringe needle 211 and single port aluminium made vacuum bottle 4 are installed The bottleneck of bottom is corresponding.36 center of fixed belt hole baffle is provided with through-hole, and pull rod 33, pull rod 33 are fixed at the top of movable snap-gauge 31 Top passes through the through-hole of fixed belt hole baffle 36, surrounds through-hole at the top of fixed belt hole baffle 36 and is provided with positioning groove 35, pull rod 33 On bridging 37 corresponding with positioning groove 35 is installed, be connected with rope 6 at the top of pull rod 33.
As shown in Figure 1, the utility model further includes static sounding inserting tube 7,7 bottom of static sounding inserting tube and probe third portion Divide 3 top connections, rope 6 is located in the lumen of static sounding inserting tube 7.Hook 5 is fixed at the top of pull rod 33,6 bottom of rope is solid Surely it is connected on hook 5.
As Figure 1 and Figure 4, movable 31 bottom of snap-gauge has clamping set 32, cooperates clamping at the top of single port aluminium made vacuum bottle 4 In clamping set 32.As shown in Fig. 2, the bottom probe pipe A of probe first part 1 is fixed with the probe cone 15 of conical by its shape, The probe cone 15, which is conducive to plough through earth's surface, plants soil layer 20, cap rock 30, gas-bearing layer 40.
As shown in Figure 1, there is the first screw thread tubing string 14 at the top of the probe pipe A of probe first part 1, second part 2 of popping one's head in The probe bottom pipe B be threadedly coupled with the first screw thread tubing string 14, it is closed in the tube cavity of the first screw thread tubing string 14 to be equipped with first Silica gel plug 13.There is the second screw thread tubing string 23 at the top of the probe pipe B of probe second part 2, the probe pipe C for Part III 3 of popping one's head in Bottom is threadedly coupled with the second screw thread tubing string 23.There is third screw thread tubing string, static(al) at the top of the probe pipe C of probe Part III 3 7 bottom of feeler inspection inserting tube is connect with the third screwed pipe male screw of probe pipe C.
As shown in Figure 1 and Figure 2, water flowing hole 11 is rounded, and water flowing hole 11 is circumferentially arranged along the tube wall of probe pipe A, All water flowing holes 11 are uniformly stacked at the top of tube wall bottom to the tube wall of probe pipe A.
As shown in figure 8, the utility model further includes static penetrometer 10, static(al) touching is installed at the top of static sounding inserting tube 7 It visits on instrument 10, static sounding inserting tube 7 is assembled by several section feeler lever pipes.
As shown in fig. 6, bridging 37 is hinged by two struts at middle part, two struts of bridging 37 are to wear The vertical line for crossing middle part hinge joint is symmetrical, two strut bottoms of bridging 37 and determining for 36 top of fixed belt hole baffle Position groove 35 is corresponding.
As shown in FIG. 1 to FIG. 8, a kind of water sampling method in situ for shallow-layer gas-bearing formation, including water sample in situ are adopted Collection probe 50, acquisition method is as follows:
A, field device assembles: assembling probe first part 1 first carries out cyclic annular permeable stone 12 to vacuumize saturation, with Air therein is excluded, then cyclic annular permeable stone 12 is fixed on to the outside of probe first part 1, it is ensured that cyclic annular permeable stone 12 appearances and probe 1 joining place of first part are smooth, fit closely the inner wall of cyclic annular permeable stone 12 with all water flowing holes 11 Together, it is ensured that water sample in situ can enter the probe of probe first part 1 by cyclic annular permeable stone 12 after water flowing hole 11 In lumen 16.Then assembling probe second part 2, by the first spiral shell of 2 bottom of second part and 1 top of first part of popping one's head in of popping one's head in 14 screw thread of line tubing string is tightened, after by the double end injection needle 21 wrapped up by sponge protective 22 vertically be placed on probe second part 2 Probe pipe B inside.Then assembling probe Part III 3 will fix rope 6 on hook 5 first, and be previously threaded through static(al) touching It visits in inserting tube 7,4 top of single port aluminium made vacuum bottle is tightly connected in the clamping set 32 of movable snap-gauge 31, rope is then pulled Rope 6 allows pull rod 33 to pull up, and allows the part with bridging 37 to appear in the upper end of fixed baffle 36 with holes, bridging 37 is supportted It opens, is inserted into two strut bottoms of bridging 37 respectively in the positioning groove 35 of 36 through-hole two sides of fixed baffle with holes, carefully After checking and ensuring fixation, by 23 spiral shell of the second screw thread tubing string of 3 bottom of Part III and 2 top of second part of popping one's head in of popping one's head in Line is tightened, and the assembling completely of water sampling probe 50 in situ finishes at this time, by 50 top of water sampling in situ probe and static sounding 7 bottom thread of inserting tube is tightened, and can start to carry out feeler inspection penetration test.
B, water sampling: stratum successively includes that earth's surface ploughs plant soil layer 20, cap rock 30 and gas-bearing layer 40, underground water from top to bottom Position 60 is located in cap rock 30, ploughs to plant in earth's surface and fixes static penetrometer 10 on soil layer 20, installs and be fond of tranquility on static penetrometer 10 After power feeler inspection inserting tube 7 and water sampling probe in situ, start injection, speed is 1~2cm/s.When reaching scheduled gas-bearing layer 40 After stop injection, plough to plant in earth's surface rope 6 pulled up into about 10cm on soil layer 20, bridging 37 can be inside under Gravitative Loads It is closed, slowly unclamps rope 6, decentralization 10cm or so after static 5s downwards, it is ensured that 37 position of bridging on pull rod 33 passes through admittedly Determine the through-hole of perforated plate 36, quickly unclamp rope 6, makees movable snap-gauge 31 jointly from the elastic force of gravity and the offer of spring 34 It is moved downward under with single port aluminium made vacuum bottle 4, makes the second silica gel plug 41 and double end injection needle 21 of single port aluminium made vacuum bottle 4 Top syringe needle 211 closely connect, and oppress double end injection needle 21 and move downwardly together, the lower needle of final double end injection needle 21 First 212 are connected with the first silica gel plug 13 of probe first part 1, and spring 34 completely it is flexible open after single port aluminum will be made true Empty bottle 4, double end injection needle 21, probe lumen 16 are connected, the first part 1 at this point, negative pressure of single port aluminium made vacuum bottle 4 will pop one's head in Probe lumen 16 in gas-bearing layer 40 in water sample in situ by double end injection needle 21 suck single port aluminium made vacuum bottle 4 in.From And complete the water sample in situ in gas-bearing layer 40 from cyclic annular permeable stone 12, water flowing hole 11, probe lumen 16, double end injection needle 21, single port aluminium made vacuum bottle 4 is sequentially communicated and realizes sampling process.Operating time should continue enough length, to ensure to get foot Enough water samples, specifically: sample time control is 60~180min in cohesive soil, in sand sample time control for 5~ 20min。
C, equipment recycles: 7 one section of static sounding inserting tube, one section being fetched, when water sampling in situ probe 50 is recovered to earth's surface When ploughing plant soil layer 20, quickly probe Part III 3 is unscrewed with probe 2 screw thread of second part, by double end injection needle 22 and single port Second silica gel plug 41 of aluminium made vacuum bottle 4 separates, and then takes single port aluminium made vacuum bottle 4 from the clamping of movable snap-gauge 31 set 32 Under, it is at this time the water sample in situ of pure gas-bearing layer 40 being collected into single port aluminium made vacuum bottle 4, taking back laboratory can be into Row interior assay.Instrument all parts are removed, collection installs, reuse when to carry out water sampling next time.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model Protection scope within.

Claims (9)

1. a kind of water sampling in situ for shallow-layer gas-bearing formation is popped one's head in, it is characterised in that: mainly by first part of popping one's head in (1), popping one's head in second part (2) and pop one's head in, Part III (3) successively airtight connection forms from bottom to up;The probe first part It (1) include pop one's head in pipe A and the cyclic annular permeable stone (12) being set in outside probe pipe A, the inside probe pipe A has probe lumen (16), the tube wall of the probe pipe A is provided with several water flowing holes (11) being connected with probe lumen (16), the limbers The contact corresponding with cyclic annular permeable stone (12) inner wall of the water inlet end in hole (11);The probe second part (2) includes probe pipe B, Sponge protective (22) are filled with inside the probe pipe B, are fixed with double end injection needle inside the sponge protective (22) (21), the double end injection needle (21) includes top syringe needle (211) and lower needle (212), the lower needle (212) and is visited Head tube chamber (16) is corresponding;The probe Part III (3) includes probe pipe C, is fixed at the top of the lumen of the probe pipe C Determine baffle of porous baffle (36), lifting is movably installed with movable snap-gauge (31) at the top of the lumen of the probe pipe C, the activity snap-gauge (31) it is located at below fixed belt hole baffle (36), is connected with spring between the activity snap-gauge (31) and fixed belt hole baffle (36) (34), single port aluminium made vacuum bottle (4) being installed in the lumen of the probe pipe C, single port aluminium made vacuum bottle (4) bottom is bottleneck, It is connect at the top of single port aluminium made vacuum bottle (4) with movable snap-gauge (31), it is closed on the bottleneck of single port aluminium made vacuum bottle (4) bottom It is equipped with the second silica gel plug (41), the top syringe needle (211) is corresponding with the bottleneck of single port aluminium made vacuum bottle (4) bottom;Institute It states fixed belt hole baffle (36) center and is provided with through-hole, be fixed with pull rod (33), the pull rod at the top of the activity snap-gauge (31) (33) top passes through the through-hole of fixed belt hole baffle (36), and it is recessed around through-hole to be provided with positioning at the top of the fixed belt hole baffle (36) Slot (35), is equipped with bridging (37) corresponding with positioning groove (35) on the pull rod (33), at the top of the pull rod (33) It is connected with rope (6).
2. a kind of water sampling in situ for shallow-layer gas-bearing formation described in accordance with the claim 1 is popped one's head in, it is characterised in that: also Including static sounding inserting tube (7), it is connect at the top of static sounding inserting tube (7) bottom and probe Part III (3), the rope (6) in the lumen of static sounding inserting tube (7).
3. a kind of water sampling in situ for shallow-layer gas-bearing formation according to claim 1 or 2 is popped one's head in, feature exists In: it is fixed with hook (5) at the top of the pull rod (33), rope (6) bottom is fixedly connected on hook (5).
4. a kind of water sampling in situ for shallow-layer gas-bearing formation described in accordance with the claim 1 is popped one's head in, it is characterised in that: institute Stating movable snap-gauge (31) bottom has clamping set (32), and cooperation is connected in clamping set at the top of the single port aluminium made vacuum bottle (4) (32) in.
5. a kind of water sampling in situ for shallow-layer gas-bearing formation described in accordance with the claim 1 is popped one's head in, it is characterised in that: institute The bottom probe pipe A for stating probe first part (1) is fixed with the probe cone (15) of conical by its shape.
6. a kind of water sampling in situ for shallow-layer gas-bearing formation is popped one's head according to claim 2, it is characterised in that: institute Stating has the first screw thread tubing string (14) at the top of the probe pipe A of probe first part (1), the probe of probe second part (2) The bottom pipe B is threadedly coupled with the first screw thread tubing string (14), closed in the tube cavity of the first screw thread tubing string (14) to be equipped with One silica gel plug (13);There is the second screw thread tubing string (23), the probe the at the top of the probe pipe B of probe second part (2) The probe bottom pipe C of three parts (3) is threadedly coupled with the second screw thread tubing string (23);The probe pipe C of probe Part III (3) Top has third screw thread tubing string, and static sounding inserting tube (7) bottom is connect with the third screwed pipe male screw of probe pipe C.
7. a kind of water sampling in situ for shallow-layer gas-bearing formation described in accordance with the claim 1 is popped one's head in, it is characterised in that: institute State that water flowing hole (11) is rounded, the water flowing hole (11) is circumferentially arranged along the tube wall of probe pipe A, all water flowing holes (11) it is uniformly stacked at the top of tube wall bottom to the tube wall of probe pipe A.
8. popping one's head according to a kind of water sampling in situ for shallow-layer gas-bearing formation described in claim 2 or 6, feature exists In: further include static penetrometer (10), is installed on static penetrometer (10) at the top of the static sounding inserting tube (7), static(al) touching Inserting tube (7) are visited to be assembled by several section feeler lever pipes.
9. a kind of water sampling in situ for shallow-layer gas-bearing formation described in accordance with the claim 1 is popped one's head in, it is characterised in that: institute It states bridging (37) and is hinged by two struts at middle part, two struts of the bridging (37) are cut with scissors with passing through middle part The vertical line of contact is symmetrical, two strut bottoms of the bridging (37) and determining at the top of fixed belt hole baffle (36) Position groove (35) is corresponding.
CN201821996760.2U 2018-11-29 2018-11-29 A kind of water sampling in situ probe for shallow-layer gas-bearing formation Withdrawn - After Issue CN209264347U (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109374343A (en) * 2018-11-29 2019-02-22 中国科学院武汉岩土力学研究所 A kind of water sampling probe and acquisition method in situ for shallow-layer gas-bearing formation
CN110700229A (en) * 2019-11-01 2020-01-17 中国科学院武汉岩土力学研究所 Portable in-situ air pressure measuring device and method for shallow gas-bearing stratum
CN111610064A (en) * 2020-06-17 2020-09-01 中国电建集团贵阳勘测设计研究院有限公司 Negative pressure method and device for layered sampling of underground water
CN112894257A (en) * 2021-04-21 2021-06-04 哈尔滨学院 Nano composite tube processing device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109374343A (en) * 2018-11-29 2019-02-22 中国科学院武汉岩土力学研究所 A kind of water sampling probe and acquisition method in situ for shallow-layer gas-bearing formation
CN109374343B (en) * 2018-11-29 2023-09-15 中国科学院武汉岩土力学研究所 In-situ water sample collecting probe and collecting method for shallow gas-containing stratum
CN110700229A (en) * 2019-11-01 2020-01-17 中国科学院武汉岩土力学研究所 Portable in-situ air pressure measuring device and method for shallow gas-bearing stratum
CN110700229B (en) * 2019-11-01 2024-02-09 中国科学院武汉岩土力学研究所 Portable shallow gas-bearing stratum in-situ air pressure measuring device and method
CN111610064A (en) * 2020-06-17 2020-09-01 中国电建集团贵阳勘测设计研究院有限公司 Negative pressure method and device for layered sampling of underground water
CN112894257A (en) * 2021-04-21 2021-06-04 哈尔滨学院 Nano composite tube processing device

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