GB2043895A - Terrestrial Settlement Probe Unit - Google Patents

Terrestrial Settlement Probe Unit Download PDF

Info

Publication number
GB2043895A
GB2043895A GB7934132A GB7934132A GB2043895A GB 2043895 A GB2043895 A GB 2043895A GB 7934132 A GB7934132 A GB 7934132A GB 7934132 A GB7934132 A GB 7934132A GB 2043895 A GB2043895 A GB 2043895A
Authority
GB
United Kingdom
Prior art keywords
bladder
tube
probe
probe unit
connector
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.)
Granted
Application number
GB7934132A
Other versions
GB2043895B (en
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.)
SOIL INSTRUMENTS Ltd
Original Assignee
SOIL INSTRUMENTS Ltd
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 SOIL INSTRUMENTS Ltd filed Critical SOIL INSTRUMENTS Ltd
Priority to GB7934132A priority Critical patent/GB2043895B/en
Publication of GB2043895A publication Critical patent/GB2043895A/en
Application granted granted Critical
Publication of GB2043895B publication Critical patent/GB2043895B/en
Expired legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C5/00Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
    • G01C5/04Hydrostatic levelling, i.e. by flexibly interconnected liquid containers at separated points

Landscapes

  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Measuring Fluid Pressure (AREA)

Abstract

A probe unit for determination of settlement within a terrestrial matrix by a method in which the probe unit is advanced through a tube which has already installed within the ground or foundation structure, for example during construction, the probe unit being used to determine any change in the elevation of defined points along the length of the tube. The probe comprises a body 2 housing an elongate distensible bladder 8 disposed about a rigid tube support 5, the support affording communication 6 for a liquid medium between a first connector 9 and the interior of the bladder, a cavity 10 being provided between the bladder and the body for a pressure gas medium and connected through a duct with a second connector 13, the probe unit in use being connected by the first connector to a flexible tube supplying the liquid medium to the bladder and by the second connector to a further flexible tube supplying the gaseous medium. <IMAGE>

Description

SPECIFICATION Terrestrial Settlement Probe Unit This invention relates to a probe unit for determination of settlement within a terrestrial matrix by a method in which the probe unit is advanced through a tube which has already installed within the ground or foundation structure, for example during construction, the probe unit being used to determine any change in the elevation of defined points along the length of the tube.
According to this invention a probe unit for the above purpose comprises a body housing an elongate distensible bladder disposed about a rigid tube support, the support affording communication for a liquid medium between a first connector and the interior of the bladder, a cavity being provided between the bladder and the body for a pressure gas medium and connected through a duct with a second connector, the probe unit in use being connected by the first connector to a flexible tube supplying the liquid medium to the bladder and by the second connector to a further flexible tube supplying the gaseous medium.
With such an arrangement the bladder may first be filled with the liquid medium, for example ethanol or water, and thereafter a predefined quantity of said liquid removed so that the bladder is in a slack state allowing it to give or take the liquid. The pressure gas medium, for example nitrogen, is applied to the cavity through the second tube and also pressurises the liquid at the remote reading station to which the probe is connected via the tubes. As the probe follows the installed tube profile the head changes and this may be observed on a manometer transducer or the like at the reading station.
In this probe the pressurisation on the outside of the bladder isolates the device from the effects of external atmospheric pressure changes which can significantly affect accuracy and also the effect of entrained air is reduced. Migration of air along the fluid lines is also reduced. The construction also offers a robust reliable unit of simple construction. The invention also embraces the method of determining settlement using the probe unit.
An embodiment is shown in the drawings as an example and further describing the probe unit and system of the invention, in the drawings: Figure 1 shows the principal parts of a probe unit, and Figure 2 shows a circuit of a system of measurement using the probe.
Referring to Figure 1, the probe unit has a body 1 formed from a main core part 2, a forward housing 3 and rearward housing 4. The housings 3 and 4 are screw-thread connected to the core 2.
The forward end of a core 2 carries a rigid support tube 5 around which a distensible rubber bladder B is located. The tube 5 includes a series of perforations 6 and provides communication through duct 7 with a first connector 8 for coupling with a flexible plastics tube 9. An annular cavity 10 exists between the housing 3 and tube 5 and this communicates through duct 11 with a second connector 12 for coupling with a further flexible plastics tube 1 3.
In use the bladder is filled with ethanol, together with tube 9 and duct 7, with care being taken to exclude air as far as possible. Pressure is applied to the outside of the bladder via tube 1 3 and normally nitrogen gas is to be preferred but a second liquid could be used. A predetermined quantity of the ethanol is then removed to ensure that the bladder may be taken-up or yield ethanol during use.
Figure 2 shows a simplified circuit with the probe unit 1 containing the bladder B and connected through the flexible tubes 9 and 1 3 to the measuring station 5. The probe 1 will, in practice, be intoduced into an existing tube T provided within the building structure for the purpose of measuring the elevation at various points therealong.
The tube 9 may be connected to a reservoir R of ethanol to fill the system via a valve V, and a syringe N provides means to withdraw a measured quantity of fluid from the bladder so that room for expansion within the cavity 10 is allowed for. After removal of this quantity the valve is used to connect the bladder to manometer M which provides an indication of the level of the probe at any point during travel along the tube. The system is pressurised from a source of pressure gas P which is taken to the probe 1 through the tube 1 3. The pressure is typically 1 Bar and a gauge G may be inciuded.
In the normal condition the bladder will contain ethanol but in a slack state and will fill or empty according to the height change from a datum level. The system may use mercury to replace the ethanol and then a pressure gauge may be used due to the higher pressure change with height.
Claims
1. A probe unit for determination of terrestrial settlement comprising a body housing an elongate distensible bladder disposed about a rigid tube support, the support affording communication for a liquid medium between a first connector and the interior of the bladder, a cavity being provided between the bladder and the body for a pressure gas medium and connected through a duct with a second connector, the probe unit in use being connected by the first connector to a flexible tube supplying the liquid medium to the bladder and by the second connector to a further flexible tube supplying the gaseous medium.
2. A probe according to Claim 1, wherein the body comprises a core carrying the rigid tube support at one end and first and second connections at the other end, a housing at one end of the core extending coaxially therewith and over the rigid tube to enclose same with an annular space forming the cavity allowing limited expansion of the bladder.
**WARNING** end of DESC field may overlap start of CLMS **.

Claims (8)

**WARNING** start of CLMS field may overlap end of DESC **. SPECIFICATION Terrestrial Settlement Probe Unit This invention relates to a probe unit for determination of settlement within a terrestrial matrix by a method in which the probe unit is advanced through a tube which has already installed within the ground or foundation structure, for example during construction, the probe unit being used to determine any change in the elevation of defined points along the length of the tube. According to this invention a probe unit for the above purpose comprises a body housing an elongate distensible bladder disposed about a rigid tube support, the support affording communication for a liquid medium between a first connector and the interior of the bladder, a cavity being provided between the bladder and the body for a pressure gas medium and connected through a duct with a second connector, the probe unit in use being connected by the first connector to a flexible tube supplying the liquid medium to the bladder and by the second connector to a further flexible tube supplying the gaseous medium. With such an arrangement the bladder may first be filled with the liquid medium, for example ethanol or water, and thereafter a predefined quantity of said liquid removed so that the bladder is in a slack state allowing it to give or take the liquid. The pressure gas medium, for example nitrogen, is applied to the cavity through the second tube and also pressurises the liquid at the remote reading station to which the probe is connected via the tubes. As the probe follows the installed tube profile the head changes and this may be observed on a manometer transducer or the like at the reading station. In this probe the pressurisation on the outside of the bladder isolates the device from the effects of external atmospheric pressure changes which can significantly affect accuracy and also the effect of entrained air is reduced. Migration of air along the fluid lines is also reduced. The construction also offers a robust reliable unit of simple construction. The invention also embraces the method of determining settlement using the probe unit. An embodiment is shown in the drawings as an example and further describing the probe unit and system of the invention, in the drawings: Figure 1 shows the principal parts of a probe unit, and Figure 2 shows a circuit of a system of measurement using the probe. Referring to Figure 1, the probe unit has a body 1 formed from a main core part 2, a forward housing 3 and rearward housing 4. The housings 3 and 4 are screw-thread connected to the core 2. The forward end of a core 2 carries a rigid support tube 5 around which a distensible rubber bladder B is located. The tube 5 includes a series of perforations 6 and provides communication through duct 7 with a first connector 8 for coupling with a flexible plastics tube 9. An annular cavity 10 exists between the housing 3 and tube 5 and this communicates through duct 11 with a second connector 12 for coupling with a further flexible plastics tube 1 3. In use the bladder is filled with ethanol, together with tube 9 and duct 7, with care being taken to exclude air as far as possible. Pressure is applied to the outside of the bladder via tube 1 3 and normally nitrogen gas is to be preferred but a second liquid could be used. A predetermined quantity of the ethanol is then removed to ensure that the bladder may be taken-up or yield ethanol during use. Figure 2 shows a simplified circuit with the probe unit 1 containing the bladder B and connected through the flexible tubes 9 and 1 3 to the measuring station 5. The probe 1 will, in practice, be intoduced into an existing tube T provided within the building structure for the purpose of measuring the elevation at various points therealong. The tube 9 may be connected to a reservoir R of ethanol to fill the system via a valve V, and a syringe N provides means to withdraw a measured quantity of fluid from the bladder so that room for expansion within the cavity 10 is allowed for. After removal of this quantity the valve is used to connect the bladder to manometer M which provides an indication of the level of the probe at any point during travel along the tube. The system is pressurised from a source of pressure gas P which is taken to the probe 1 through the tube 1 3. The pressure is typically 1 Bar and a gauge G may be inciuded. In the normal condition the bladder will contain ethanol but in a slack state and will fill or empty according to the height change from a datum level. The system may use mercury to replace the ethanol and then a pressure gauge may be used due to the higher pressure change with height. Claims
1. A probe unit for determination of terrestrial settlement comprising a body housing an elongate distensible bladder disposed about a rigid tube support, the support affording communication for a liquid medium between a first connector and the interior of the bladder, a cavity being provided between the bladder and the body for a pressure gas medium and connected through a duct with a second connector, the probe unit in use being connected by the first connector to a flexible tube supplying the liquid medium to the bladder and by the second connector to a further flexible tube supplying the gaseous medium.
2. A probe according to Claim 1, wherein the body comprises a core carrying the rigid tube support at one end and first and second connections at the other end, a housing at one end of the core extending coaxially therewith and over the rigid tube to enclose same with an annular space forming the cavity allowing limited expansion of the bladder.
3. A probe according to Claim 2, wherein the rigid tube support includes a plurality of perforations affording passage for the liquid medium from the first connector to the interior of the bladder.
4. A probe according to Claim 2 or 3, wherein the core includes a duct connecting the annular space with the second connector.
5. A probe according to any one of Claims 2 to 4, wherein a housing is provided at the other end of the core, the housing extending over the connectors and including passages for the flexible tubing.
6. A probe in accordance with any one of Claims 2 to 5, wherein the, or each, housing is screw connected with the core.
7. A method for determination of settlement within a terrestrial matrix in which a probe unit in accordance with any one of Claims 1 to 6 is advanced through a tube which has already installed within the ground or foundation structure, for example during construction, the probe unit being used to determine any change in the elevation of defined points along the length of the tube, by supplying a constant pressure through the second connector, and measuring the pressure changes occurring in the liquid medium.
8. A probe unit for the purpose herein set forth substantially as herein described with reference to Figures 1 and 2 of the accompanying drawings.
1 0. The method for determination of settlement carried out substantially as herein described with reference to the accompanying drawings.
GB7934132A 1978-10-04 1979-10-02 Terrestrial settlement probe unit Expired GB2043895B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB7934132A GB2043895B (en) 1978-10-04 1979-10-02 Terrestrial settlement probe unit

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB7839348 1978-10-04
GB7934132A GB2043895B (en) 1978-10-04 1979-10-02 Terrestrial settlement probe unit

Publications (2)

Publication Number Publication Date
GB2043895A true GB2043895A (en) 1980-10-08
GB2043895B GB2043895B (en) 1983-03-09

Family

ID=26269078

Family Applications (1)

Application Number Title Priority Date Filing Date
GB7934132A Expired GB2043895B (en) 1978-10-04 1979-10-02 Terrestrial settlement probe unit

Country Status (1)

Country Link
GB (1) GB2043895B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103542835A (en) * 2013-10-22 2014-01-29 国家电网公司 Foundation settlement monitoring system
CN113155088A (en) * 2021-03-23 2021-07-23 福建省永正工程质量检测有限公司 Building settlement observation device and use method
CN117109528A (en) * 2023-10-18 2023-11-24 中铁五局集团第一工程有限责任公司 Device and method for monitoring settlement deformation in high-fill roadbed

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103542835A (en) * 2013-10-22 2014-01-29 国家电网公司 Foundation settlement monitoring system
CN103542835B (en) * 2013-10-22 2016-08-24 国家电网公司 A kind of subsidence monitoring of foundation system
CN113155088A (en) * 2021-03-23 2021-07-23 福建省永正工程质量检测有限公司 Building settlement observation device and use method
CN117109528A (en) * 2023-10-18 2023-11-24 中铁五局集团第一工程有限责任公司 Device and method for monitoring settlement deformation in high-fill roadbed
CN117109528B (en) * 2023-10-18 2024-03-15 中铁五局集团第一工程有限责任公司 Device and method for monitoring settlement deformation in high-fill roadbed

Also Published As

Publication number Publication date
GB2043895B (en) 1983-03-09

Similar Documents

Publication Publication Date Title
US4630478A (en) Liquid volume sensor system
US5644947A (en) Tensiometer and method of determining soil moisture potential in below-grade earthen soil
US4474054A (en) Leak detector for underground storage tanks
AU4246389A (en) Pressure meter catheter with in-situ zero setting
US4332172A (en) Device for determining the pore water pressure in a soil
US4561291A (en) Leak detector for underground storage tanks
US4885931A (en) System for detecting leaks in underground fuel tanks and the like
US4455869A (en) Method for determining borehole or cavity configuration through inert gas interface
CN101545765B (en) Method and device for precision measurement of deep compression amount of virgin coal
GB2043895A (en) Terrestrial Settlement Probe Unit
KR101868912B1 (en) Buoyancy control apparatus for model underwater moving object
US3487684A (en) Precipitation measurement gauge
FR2439988A1 (en) MANOMETER WITH TEMPERATURE COMPENSATION DEVICE
US4145817A (en) Elevation measuring apparatus
CN104748903A (en) Liquid-gas conversion pressure measurement device and pressure measurement device with synchronous electrical measurement and digital display for tests
US3918164A (en) Measuring device having remote indicating means
US4148212A (en) Method and device for determining the pore water pressure in a soil
CN108168621B (en) Device for simultaneously measuring water pressure, temperature and mining stress
US3086397A (en) Pneumatic device
CN209877950U (en) Pipeline surveying and mapping equipment
CN111780702A (en) Flexible intelligent displacement meter
CN201382772Y (en) Precision measuring device for compression amount at deep part of coal pillar
US2312787A (en) System of gauging pressures
CN213335909U (en) Circular pier stud diameter measuring device of bridge
GB734298A (en) Improvements in means for locating a leak in the sheath of an electric cable

Legal Events

Date Code Title Description
PCNP Patent ceased through non-payment of renewal fee