CN2092763U - Portable hydraulic tester for holes of pneumatic drill - Google Patents

Portable hydraulic tester for holes of pneumatic drill Download PDF

Info

Publication number
CN2092763U
CN2092763U CN 91206665 CN91206665U CN2092763U CN 2092763 U CN2092763 U CN 2092763U CN 91206665 CN91206665 CN 91206665 CN 91206665 U CN91206665 U CN 91206665U CN 2092763 U CN2092763 U CN 2092763U
Authority
CN
China
Prior art keywords
pipe
water
hydraulic
capsule
plug
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.)
Withdrawn
Application number
CN 91206665
Other languages
Chinese (zh)
Inventor
胡懋勤
吴志勇
石志英
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Institute of Geology and Geophysics of CAS
Original Assignee
Institute of Geology and Geophysics of CAS
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Institute of Geology and Geophysics of CAS filed Critical Institute of Geology and Geophysics of CAS
Priority to CN 91206665 priority Critical patent/CN2092763U/en
Publication of CN2092763U publication Critical patent/CN2092763U/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

The utility model relates to a portable hydraulic tester for pneumatic drill holes, which is composed of seal pipes, a connection pipe, a rubber pipe, a capsule, a water inlet pipe, a hydraulic pipe, a joint pump pipe, a fluid meter, etc. The double-pipe double-valve hydraulic pipe and two identical seal pipes are adopted to form two seal cavities, and a connection pipe forms a hydraulic cavity. The hydraulic cavity is provided with the rubber pipe and a plurality of water outlet holes which cause the water to flow into the hydraulic segments of the drill holes. The seal cavity is surrounded by the capsule, and the upper side of the seal cavity is provided with a plurality of water outlet holes which cause the water to press the capsule under the action of the water pressure to seal the drill holes. The distances of the hydraulic segments can be changed, and the water consumption can be directly read by a flowmeter. Moreover, the water permeability of the rock mass is known via the unit water consumption to reveal the internal structure of the rock mass.

Description

Portable hydraulic tester for holes of pneumatic drill
The utility model is the light packer permeability test device in a kind of air drill hole, is called for short water pressurizing device below, belongs to the rock mass test, and advance geologic gives the test apparatus of newspaper.
Existing advance geologic gives the packer permeability test instrument of newspaper, needs to be equipped with special boring apparatus, can only carry out in the vertical exploratory hole in the face of land, what test only is the characteristic variations of vertical direction rock mass, be unable to do without rig and equipment heaviness during test, complicated operation takies the long engineering time.
At the problem of above-mentioned existence, the utility model proposes a kind of construction speed that promptly do not influence, can improve advance geologic prediction speed again, the light and light hole of wind easy operating light packer permeability test device.
The purpose of the utility model water pressurizing device is to realize like this, owing to exist the crack that varies in size in the rock mass, therefore have multiple geological phenomenon, when packer permeability test is carried out in rock mass air drill hole, the rock mass that complete mechanical strength is lower, specific water absorption is little, and by the crack of clay filling, water absorbing capacity is also little, but it is higher at hydraulic pressure, keep under the situation of certain hour, the clay of filling is softened and washes away, and water absorbing capacity increases; Width is little is used to wearing property crack, and its water absorbing capacity is big, the solution cavity of sealing, and its water absorbing capacity is also little.So, by measuring the rock mass specific water absorption, can understand the rock mass water permeability, disclose the rock mass internal structure.Air drill hole packer permeability test is divided the weathering unloaded band in definite rock mass internal structure, is better than other existing means of testing.
The utility model water pressurizing device adopts two-tube double valve setting-out, makes sealing boring original paper with capsule, and distance is the distance variable (changing the length of sebific duct and connecting pipe) of compressed water section between two sealed tubes, directly reads water consumption with flowmeter.
Describe structure of the present utility model in detail below in conjunction with drawings and Examples, install and the course of work.
Fig. 1 is the structural representation of the light water pressurizing device in the utility model air drill hole.
Fig. 2 is light water pressurizing device in the utility model air drill hole and water pump connection diagram.
Please refer to Fig. 1, the utility model water pressurizing device is made up of plug (1), sealed tube (2), connecting pipe (3), sebific duct (4), capsule (5), water inlet pipe (6), valve (7), connecting pump tube (8), valve (9), pressure pipe (10), flowmeter (11).Wherein, water inlet pipe (6) one ends pass in a plug one sealed tube, from a plug, pass again with sebific duct (4) one ends and be connected, the other end passes a plug, sebific duct (4) other end links to each other, and forms inlet pipeline, and capsule (5) is sealing boring original paper, its two ends are pressed on the sealed tube with the urheen line, and shape is at annular seal space.Pressure pipe (10) one ends link to each other with flowmeter (11), and the other end passes a plug and a sealed tube enters in the connecting pipe (3), form the setting-out pipeline, and wherein connecting pipe is a setting-out chamber, comprises sebific duct (40) in the chamber and several apopores are arranged.Sealed tube (2) is a sealing setting-out chamber, and several apopores are arranged on the chamber, and by capsule (4) institute around.
Water pressurizing device recited above has two identical sealed tubes (2) and a connecting pipe (3), and two identical sealing setting-out chambeies and a setting-out chamber are also promptly arranged.
Water pressurizing device is installed, and at first with together corresponding sealed tube plug (1) weldering of sealed tube (2) knot, again with water inlet pipe (6), pressure pipe (10) is tied with the sealed tube plug weldering that is connected separately respectively.With the urheen line capsule (5) two ends and sealed tube (2) two ends are bound, in like manner with sebific duct (4) two ends and water inlet pipe (6) two ends and the encircling of water inlet pipe (6) two ends.With screw connecting pipe (3) and two sealed tubes are screwed, several apopores are arranged in the connecting pipe, water is entered in the fields water injection section, several apopores are also arranged in the sealed tube, make water enter capsule, play sealing boring.
The operating process of the utility model water pressurizing device please refer to Fig. 1, Fig. 2.
At first connecting pump tube (8) and wobble pump (13) are connected, open valve (7), valve-off (9), (14), then water pressurizing device is put into the air drill hole, with manual manipulation manual pump (13), water extrudes in the pump after valve (7) enters water inlet pipe (6), and water flows into the sealed tube from water inlet pipe respectively, capsule under hydraulic action (5) thus expand and be adjacent to hole wall and make and form seal section between two capsules.This moment is when observing the indicated pressure of tensimeter (12) and reaching desired value, read initial value from flowmeter (11), after the pressure stability, read the flow evaluation once more, open valve (14), (7) then, water is discharged, so just finished the setting-out overall process of a boring.
The advantage of the utility model water pressurizing device:
1, device structure is simple, and is with low cost;
2, has traditional packer permeability test equipment advantage;
3, easy to operate, do not need special punch device;
4, the experiment personnel selection is few, does not take the engineering time;
5, be not afraid of construction and disturb, (20~40cm) is variable for the experimental test section.

Claims (3)

1, a kind of air drill hole is the packer permeability test device just, it is characterized in that it is by plug (1), sealed tube (2), connecting pipe (3), sebific duct (4), capsule (5), water inlet pipe (6), valve (7), connecting pump tube (8), valve (9), pressure pipe (10) and flowmeter (11) are formed, wherein, entering pipe (6) one ends passes a plug and enters in the sealed tube, from a plug, pass again with sebific duct (4) one ends and be connected, the other end passes a plug and links to each other with sebific duct (4) other end, form inlet pipeline, pressure pipe (10) one ends link to each other with flowmeter (11), the other end passes a plug and a sealed tube enters in the connecting pipe (3), form the setting-out pipeline, wherein connecting pipe (3) is a setting-out chamber, comprise sebific duct (4) in the chamber and several apopores are arranged, sealed tube (2) is a sealing setting-out chamber, and several apopores are arranged on the chamber, and by capsule (4) institute around.
2, the light packer permeability test device in air drill hole according to claim 1 is characterized in that water pressurizing device has two identical sealed tubes (2) to constitute two annular seal spaces and a connecting pipe (3) constitutes a setting-out chamber.
3, the light packer permeability test device in air drill hole according to claim 1, wherein said capsule (5) is sealing boring original paper, its two ends use the urheen linear system on sealed tube.
CN 91206665 1991-04-25 1991-04-25 Portable hydraulic tester for holes of pneumatic drill Withdrawn CN2092763U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 91206665 CN2092763U (en) 1991-04-25 1991-04-25 Portable hydraulic tester for holes of pneumatic drill

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 91206665 CN2092763U (en) 1991-04-25 1991-04-25 Portable hydraulic tester for holes of pneumatic drill

Publications (1)

Publication Number Publication Date
CN2092763U true CN2092763U (en) 1992-01-08

Family

ID=4916275

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 91206665 Withdrawn CN2092763U (en) 1991-04-25 1991-04-25 Portable hydraulic tester for holes of pneumatic drill

Country Status (1)

Country Link
CN (1) CN2092763U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107191165A (en) * 2017-04-19 2017-09-22 中煤科工集团西安研究院有限公司 Both-end blocks water filling device in hole
CN107589058A (en) * 2017-09-28 2018-01-16 上海岩土工程勘察设计研究院有限公司 Double plunger water filling infiltration testing apparatus and its method of work in a kind of hole

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107191165A (en) * 2017-04-19 2017-09-22 中煤科工集团西安研究院有限公司 Both-end blocks water filling device in hole
CN107589058A (en) * 2017-09-28 2018-01-16 上海岩土工程勘察设计研究院有限公司 Double plunger water filling infiltration testing apparatus and its method of work in a kind of hole

Similar Documents

Publication Publication Date Title
WO2022088454A1 (en) Testing system and method for simulating change in tunnel excavation seepage under complex geological conditions
CN106644306B (en) Bottom plate Mining failure band is segmented observation system
CN106595986B (en) Bottom plate Mining failure band is segmented observation procedure
CN201757686U (en) Hydraulic fracturing crustal stress measuring apparatus
CN201273190Y (en) Triaxial stress multi-pressure-measuring-point core oil reservoir simulation device
CN202578589U (en) Multifunctional pipe column with well washing, testing and separate-layer profile control and flooding water injection functions
CN202882894U (en) Sealed probe pressure measuring device based on parallelogram backup arm mechanism
CN103244112A (en) Method and device for testing flow conductivity of fracture network of shale
CN2849724Y (en) Intelligent high temp. high pressure dynamic leaking stoppage evaluating tester
CN102865064A (en) Gas and water flow condition and effect simulation device of coal bed gas well discharging and mining process
CN103603651A (en) Device and method for testing stability of coal seam gas extraction drilled hole
CN108571313A (en) A kind of down-hole casing deformation simulator and method
CN112049610B (en) Device and method for testing dynamic change of parameters of various coal beds during seam gas well seam production
CN111622706A (en) Separation water-stopping device and method capable of transforming strong-sealing single-well double-layer hydrological monitoring well
CN112485125A (en) Tunnel model test device and method capable of controlling soil loss rate
CN111551475B (en) Portable device and method for rapidly testing permeability of coal seam in situ through layer drilling
CN110456022A (en) A kind of dynamic monitoring coal seam reservoirs sensibility and mining control simulation experiment system
CN110082220A (en) A kind of porous guiding fracturing experiments device of true triaxial
CN2092763U (en) Portable hydraulic tester for holes of pneumatic drill
CN201963266U (en) Underground double-pipe technological pipe column
CN208473837U (en) A kind of down-hole casing deformation simulator
CN102102504B (en) Pressure transfer eccentric water distribution blanking plug
CN110685677A (en) Water control simulation experiment device and experiment method for horizontal well of heterogeneous oil reservoir
CN202522370U (en) Pressure gauge joint extension device used for pressure gauge verification bench
CN2748917Y (en) High-temperature and high-pressure well wall stability tester

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee