CN201460877U - Comprehensive test system of drill hole packer test - Google Patents
Comprehensive test system of drill hole packer test Download PDFInfo
- Publication number
- CN201460877U CN201460877U CN2009200921928U CN200920092192U CN201460877U CN 201460877 U CN201460877 U CN 201460877U CN 2009200921928 U CN2009200921928 U CN 2009200921928U CN 200920092192 U CN200920092192 U CN 200920092192U CN 201460877 U CN201460877 U CN 201460877U
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- pressure sensor
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Abstract
The utility model relates to a comprehensive test system of a drill hole packer test, which effectively solves the technical problems of troublesome and inaccurate pressure loss calculation and no automatic recording and automatic data processing of a dry deep hole packer test, puzzling the water conservancy industry for a long time. The utility model adopts the technical scheme that one end of a cable is connected with a data collector by an aviation plug, and the other end of the cable is connected with the upper end of a pressure sensor in a seal way; the pressure sensor is placed in a test section, a remote transmission water meter is connected to a packer test pipeline, and one end of a flow sensor installed on the remote transmission water meter is connected to the data collector; and the data collector is connected with a computer data processing system, the pressure sensor and the flow sensor. The utility model has simple and convenient operation, good stability, easy carrying, vibration and damp resistance, strong universality and convenient maintenance, is adapted to the wild severe environment, is the new breakthrough of a test technology of a water conservancy and hydropower drill hole packer test and promotes the progress of a water conservancy and hydropower exploration technology.
Description
One, technical field
The utility model relates to engineering investigation equipment, particularly a kind of water pressure test in borehole integrated test system.
Two, background technology
Water pressure test in borehole is one of original position infiltration test the most frequently used in the engineering geologic investigation, and its main purpose is to measure the water permeability of rock mass, for the Penetration Signature of estimating rock mass provides basic document.
Domestic water pressure test in borehole commonly used is at present: flow observation, use common water meter, and pressure observation, the working pressure table, water meter and pressure meter are arranged in drilling orifice.Mainly there is the problem of the following aspects in this form of structure, and the one, the pressure loss in the water stream channel is difficult to accurate measurement; The 2nd, can't carry out the conventional setting-out of dried deep hole; The 3rd, the automation that the experimental data that is unrealized record and data are handled.
Just begun research the 1980s at home to the water pressure test in borehole comprehensive tester of the automatic test that can measure examination section internal pressure and record data, also obtain certain effect, the instrument of development is progressive to some extent aspect the test of water pressure test in borehole and record, but it is not directly perceived to exist reading, it is poor that single-chip microcomputer solidifies, service behaviour instability, fault rate height, under the drill site condition, use very easily and damage problems such as repair difficulty.These instruments do not use in engineering at present substantially.The instrument that also has is to buy pressure sensor and flow transmitter back from different producers, connects collection, processing and the printing that realizes data through improving the back with general portable computer.But since cable seal and signal mutually problem such as mutual interference cause in use that fault is many, even can't use, therefore, the improvement of testing equipment and innovate imperative.
Three, utility model content
At above-mentioned situation, for overcoming the prior art defective, the purpose of the utility model just provides a kind of water pressure test in borehole integrated test system (or claiming HKSY-1 water pressure test in borehole comprehensive tester), can effectively solve the numerous and diverse and inaccuracy of dried deep hole packer permeability test Calculation of pressure loss of long-term puzzlement water conservancy industry, can't with realize automatic record, the technical barrier of automatic data processing, the technical scheme of its solution is, one end of cable is connected with data acquisition unit by aviation plug, the other end of cable and pressure sensor upper end are tightly connected, pressure sensor is put into test section, long-range sender water meter is connected on the packer permeability test pipeline, an end that is contained in the flow transmitter on the long-range sender water meter is connected on the data acquisition unit, data acquisition unit is connected with the computer data treatment system, and and pressure sensor, flow transmitter connects, the utility model is easy and simple to handle, good stability, portable, the antidetonation moisture resistance, adapt to field extreme environment, highly versatile, easy to maintenance, efficiently solve the numerous and diverse and inaccuracy of dried deep hole packer permeability test Calculation of pressure loss of long-term puzzlement water conservancy industry, can't with realize automatic record, the technical barrier of automatic data processing, be the new breakthrough of water conservancy and hydropower water pressure test in borehole measuring technology, promote water conservancy and hydropower prospecting development of technology.
Four, description of drawings
Accompanying drawing is a structure chart of the present utility model.
Five, the specific embodiment
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is elaborated.
Shown in accompanying drawing, one end of the utility model cable 1 is connected with data acquisition unit 2 by aviation plug, the other end of cable 1 and pressure sensor 8 upper ends are tightly connected, pressure sensor is put into test section, long-range sender water meter 5 is connected on the packer permeability test pipeline, an end that is contained in the flow transmitter 4 on the long-range sender water meter 5 is connected on the data acquisition unit 2, and data acquisition unit 2 is connected with computer data treatment system 3, and is connected with pressure sensor 8, flow transmitter 4.
In said structure, wherein pressure transducer functionality is: when carrying out packer permeability test, fluid pressure is converted to the output of standard electric signal and sends data acquisition unit to; The function of flow transmitter is: measure the flow size in the packer permeability test, convert the standard electric signal to, and send data acquisition unit to; The function of data acquisition unit is: data acquisition is to gather the various data that pressure capsule system, flow sensing system send on request, converts the signal of computer identification to and is transported to notebook computer; The function of data handling system is: receive the experimental data of collector transmission, show process of the test on request, carry out the data processing, store, print, check test achievement etc. realize the automation that test data sheet data and data are handled.
Easy to carry in order to guarantee result of use and use, said flow transmitter 4 is the tongue tube sensor; One end of said flow transmitter 4 is connected with data acquisition unit 2 by aviation plug; Said data acquisition unit 2 is linked to each other with the notebook computer data handling system by the usb data line; Said data handling system 3 is to adopt the LabVIEW language compilation, at Windows XP, and Vista system support operation down; Said long-range sender water meter 5 is contained on the water pipe of the hydrostatic test pipeline that links to each other with drilling rod 6 tops, and pressure sensor 8 places the lower boreholes 9 packer permeability test sections 10 of the sealing embolism 7 on the drilling rod 6.
Working condition of the present utility model is, after the test section drillman finishes, set about the preparation of plant and instrument and inspection → test pipeline connection → underground water level measurement → test apparatus connection → pressure zero setting → turn on pump pressure testing, pipeline inspection → five-spot packer permeability test → (after the off-test) experimental data is preserved and printout → pipeline release, termination of pumping → program are withdrawed from, line disconnection → pipeline is removed.
Useful technique effect of the present utility model is:
(1) solved the technical barrier that dried deep hole can't carry out conventional packer permeability test
Conventional packer permeability test is: common water meter is used in flow observation, pressure observation working pressure table, and water meter and pressure meter are arranged in the aperture ground surface.When underground depth to water during more than or equal to 30m, this moment, conventional packer permeability test can not carry out the test of 0.3MPa stage or all the other several stages, because of the water column of minimum existing 30m (〉=0.3MPa) act in the examination section, and place the pressure meter on the face of land can't show the water column pressure that acts on the examination section.The setting-out comprehensive tester then is the pressure of directly measuring on the examination section, is not subjected to the influence of groundwater level depth.
(2) solved the numerous and diverse and coarse technical barrier of packer permeability test Calculation of pressure loss
Water-pressurizing test method commonly used at present is that water meter, pressure meter are arranged in the aperture ground surface.Water can not be used gauge measurement along the pressure loss in the passage stream during test, needs to solve by calculating, and the calculating of current pressure loss has two big problems: the one, and the problem of cycle calculations; The 2nd, the pressure loss of different tests equipment differs greatly, and need survey one by one, and its workload is too big and numerous and diverse, and operability is not strong.The setting-out comprehensive tester then is the pressure of directly measuring on the examination section, is not subjected to the influence of groundwater level depth.
(3) accuracy of data record increases substantially, and test result is accurately true
Data acquisition blanking time of comprehensive tester is short, accuracy is high, has avoided defectives such as untimely, inaccuracy that the process that manually reads gathers data, inhomogeneous and randomness habitually in the past; By the application of instrument system, the data of record can accomplish that standard is complete, and acquisition precision can be adjusted on request; By the application of instrument system, promptly can eliminate the error that the pressure loss causes in the test, can also avoid numerous and diverse test job of test pressure loss, accurately write down the output test achievement truly.Therefore the use of instrument had both improved quality of achievement, had also improved operating efficiency.
(4) reduce field construction labour intensity and construction cost greatly
Use in this system, the test operation personnel can reduce 60%, and also can reduce more than 50% labour hour, reduced labour intensity and construction cost.
(5) automation, the informationization of packer permeability test have been realized
From collection, record, the DATA PROCESSING of data and calculate achievement and preserve or printout, all can finish automatically by test procedure, data information is preserved convenient, but and resource-sharing.
(6) simple operation, applicability is good
The installation of this tester is easy with the use operating process, and reuse is good; Being convenient to field worker uses.The formation of this system is succinct simultaneously, and the level of integrated system height has taken into full account the influence of field extreme environment in the design, and instrument quality is good, and compliance is strong.
(7) technological achievement is advanced practical, and systematic function is reliable and stable
Use by the test in the object of construction production repeatedly, as be successfully applied to " ten days river power station, Shaanxi prospecting engineering ", " river mouth, Henan village key water control project prospecting engineering ", " the ditch reservoir leak stopping of Jincheng, Shanxi tin precipice with reinforce the prospecting engineering " and " the ancient virtuous key water control project in the Yellow River is reconnoitred engineering ", especially in the Gu Xian building site 200 surplus the test of a hole section use, instrument performance is reliable and stable, the data record repdocutbility is good, the validity height can satisfy the requirement of test accuracy fully.Solve the dried deep hole packer permeability test of long-term puzzlement water conservancy industry well and realized the technical barrier of record, automatic data processing automatically, realized the new breakthrough of water conservancy and hydropower water pressure test in borehole measuring technology.
The present invention can be widely used in can reducing labor significantly in the packer permeability tests such as routine, high pressure, reduce labour intensity, and test mass is good, can provide true more accurate design basis data, its economic benefit and obvious social benefit.
Claims (6)
1. water pressure test in borehole integrated test system, it is characterized in that, one end of cable (1) is connected with data acquisition unit (2) by aviation plug, the other end of cable (1) and pressure sensor (8) upper end are tightly connected, pressure sensor is put into test section, long-range sender water meter (5) is connected on the packer permeability test pipeline, one end that will be contained in the flow transmitter (4) on the long-range sender water meter (5) is connected on the data acquisition unit (2), data acquisition unit (2) is connected with computer data treatment system (3), and with pressure sensor (8), flow transmitter (4) connects.
2. water pressure test in borehole integrated test system according to claim 1 is characterized in that, said flow transmitter (4) is the tongue tube sensor.
3. water pressure test in borehole integrated test system according to claim 1 is characterized in that, an end of said flow transmitter (4) is connected with data acquisition unit (2) by aviation plug.
4. water pressure test in borehole integrated test system according to claim 1 is characterized in that, said data acquisition unit (2) is linked to each other with the notebook computer data handling system by the usb data line.
5. water pressure test in borehole integrated test system according to claim 1 is characterized in that, said data handling system (3) is to adopt the LabVIEW language compilation, at Windows XP, and Vista system support operation down.
6. water pressure test in borehole integrated test system according to claim 1, it is characterized in that, said long-range sender water meter (5) is contained on the water pipe of the hydrostatic test pipeline that links to each other with drilling rod (6) top, and pressure sensor (8) places lower boreholes (9) the packer permeability test section (10) of the sealing embolism (7) on the drilling rod (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200921928U CN201460877U (en) | 2009-08-05 | 2009-08-05 | Comprehensive test system of drill hole packer test |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200921928U CN201460877U (en) | 2009-08-05 | 2009-08-05 | Comprehensive test system of drill hole packer test |
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| Publication Number | Publication Date |
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| CN201460877U true CN201460877U (en) | 2010-05-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2009200921928U Expired - Lifetime CN201460877U (en) | 2009-08-05 | 2009-08-05 | Comprehensive test system of drill hole packer test |
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| CN (1) | CN201460877U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101886519A (en) * | 2010-07-19 | 2010-11-17 | 曾庆义 | Anchor rod drilling machine capable of monitoring working state of drill hole, and monitoring device thereof |
| CN102221712A (en) * | 2011-03-17 | 2011-10-19 | 黄河勘测规划设计有限公司 | Automatic testing method of wire line coring drilling hoisting-free pressurized water test |
| CN102502324A (en) * | 2011-12-01 | 2012-06-20 | 浙江劲豹机械有限公司 | Connection printing unit of material receiving machine |
| CN103091229A (en) * | 2013-01-31 | 2013-05-08 | 河海大学 | Variable water head sectional permeation coefficient measuring equipment and measuring method |
| CN104406895A (en) * | 2014-11-18 | 2015-03-11 | 河南理工大学 | Novel coal bed permeability testing device and method |
| CN106194156A (en) * | 2016-08-25 | 2016-12-07 | 湖南莫尔顿智能勘探机器人有限公司 | A kind of intelligent water pressure test in borehole equipment |
| CN106769788A (en) * | 2017-02-21 | 2017-05-31 | 中国水利水电科学研究院 | A kind of Rock And Soil packer permeability test device and method of testing |
| CN106932041A (en) * | 2015-12-30 | 2017-07-07 | 核工业北京地质研究院 | A kind of water pressure test in borehole multistage flow high precision measuring device and method |
| CN107941675A (en) * | 2017-12-01 | 2018-04-20 | 黄河勘测规划设计有限公司 | Drill slug test test method |
| CN109958434A (en) * | 2017-12-25 | 2019-07-02 | 核工业北京地质研究院 | The constant-pressure unsteady flow that drills drilling Hydrogeological Test Method |
-
2009
- 2009-08-05 CN CN2009200921928U patent/CN201460877U/en not_active Expired - Lifetime
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101886519A (en) * | 2010-07-19 | 2010-11-17 | 曾庆义 | Anchor rod drilling machine capable of monitoring working state of drill hole, and monitoring device thereof |
| CN102221712A (en) * | 2011-03-17 | 2011-10-19 | 黄河勘测规划设计有限公司 | Automatic testing method of wire line coring drilling hoisting-free pressurized water test |
| CN102221712B (en) * | 2011-03-17 | 2013-04-03 | 黄河勘测规划设计有限公司 | Automatic testing method of wire line coring drilling hoisting-free pressurized water test |
| CN102502324A (en) * | 2011-12-01 | 2012-06-20 | 浙江劲豹机械有限公司 | Connection printing unit of material receiving machine |
| CN103091229A (en) * | 2013-01-31 | 2013-05-08 | 河海大学 | Variable water head sectional permeation coefficient measuring equipment and measuring method |
| CN104406895A (en) * | 2014-11-18 | 2015-03-11 | 河南理工大学 | Novel coal bed permeability testing device and method |
| CN106932041A (en) * | 2015-12-30 | 2017-07-07 | 核工业北京地质研究院 | A kind of water pressure test in borehole multistage flow high precision measuring device and method |
| CN106932041B (en) * | 2015-12-30 | 2019-07-12 | 核工业北京地质研究院 | A kind of water pressure test in borehole multistage flow high precision measuring device and method |
| CN106194156A (en) * | 2016-08-25 | 2016-12-07 | 湖南莫尔顿智能勘探机器人有限公司 | A kind of intelligent water pressure test in borehole equipment |
| CN106769788A (en) * | 2017-02-21 | 2017-05-31 | 中国水利水电科学研究院 | A kind of Rock And Soil packer permeability test device and method of testing |
| CN106769788B (en) * | 2017-02-21 | 2023-08-25 | 中国水利水电科学研究院 | Rock-soil body pressurized water test device and test method |
| CN107941675A (en) * | 2017-12-01 | 2018-04-20 | 黄河勘测规划设计有限公司 | Drill slug test test method |
| CN109958434A (en) * | 2017-12-25 | 2019-07-02 | 核工业北京地质研究院 | The constant-pressure unsteady flow that drills drilling Hydrogeological Test Method |
| CN109958434B (en) * | 2017-12-25 | 2022-11-22 | 核工业北京地质研究院 | Drilling hydrogeological test method for drilling hole under constant pressure and unsteady flow |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100512 |
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| CX01 | Expiry of patent term |