CN110374605B - Device and method for measuring soil pressure outside water bag type shield tunnel - Google Patents
Device and method for measuring soil pressure outside water bag type shield tunnel Download PDFInfo
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- CN110374605B CN110374605B CN201910586818.9A CN201910586818A CN110374605B CN 110374605 B CN110374605 B CN 110374605B CN 201910586818 A CN201910586818 A CN 201910586818A CN 110374605 B CN110374605 B CN 110374605B
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 158
- 239000002689 soil Substances 0.000 title claims abstract description 57
- 238000000034 method Methods 0.000 title claims abstract description 13
- 239000007788 liquid Substances 0.000 claims abstract description 41
- 230000005540 biological transmission Effects 0.000 claims abstract description 36
- 238000007789 sealing Methods 0.000 claims abstract description 23
- 238000012544 monitoring process Methods 0.000 claims description 10
- 238000002347 injection Methods 0.000 claims description 6
- 239000007924 injection Substances 0.000 claims description 6
- 238000005259 measurement Methods 0.000 abstract description 4
- 230000035945 sensitivity Effects 0.000 abstract description 2
- 238000010438 heat treatment Methods 0.000 description 25
- 229910001220 stainless steel Inorganic materials 0.000 description 13
- 239000010935 stainless steel Substances 0.000 description 13
- 230000008859 change Effects 0.000 description 10
- 238000010276 construction Methods 0.000 description 5
- 229920002379 silicone rubber Polymers 0.000 description 5
- 239000004945 silicone rubber Substances 0.000 description 5
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 230000008901 benefit Effects 0.000 description 4
- 229920001971 elastomer Polymers 0.000 description 4
- WABPQHHGFIMREM-UHFFFAOYSA-N lead(0) Chemical compound [Pb] WABPQHHGFIMREM-UHFFFAOYSA-N 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 230000035882 stress Effects 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 238000004073 vulcanization Methods 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 238000009530 blood pressure measurement Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
- 230000001960 triggered effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/08—Lining with building materials with preformed concrete slabs
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/003—Arrangement of measuring or indicating devices for use during driving of tunnels, e.g. for guiding machines
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
- E21F17/18—Special adaptations of signalling or alarm devices
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention relates to a device and a method for measuring soil pressure outside a water sac type shield tunnel, which comprises a water sac, a sealing box, a water inlet pipe and an exhaust pipe, wherein the sealing box is hermetically connected with the end part of the water sac; the water inlet pipe is used for injecting water into the water sac and comprises two parts, namely an outer water inlet pipe and an inner water inlet pipe which are connected; the exhaust pipe is used for exhausting air existing in the water bag and comprises an outer exhaust pipe and an inner exhaust pipe which are connected; a pressure liquid level transmitter for measuring the liquid level and the pressure in the water bag is fixedly connected at the junction of the sealing box and the water bag; the data transmission line of the heater and the data transmission line of the pressure liquid level transmitter are sent out of the sealing box. The invention has the characteristics of high sensitivity and accurate measurement.
Description
Technical Field
The invention belongs to the technical field of tunnel engineering test, and relates to a water-pocket type shield tunnel outside soil pressure measuring device.
Background
The speed of urban process in China is continuously increased, higher requirements are put forward on the number and the scale of urban underground traffic lines, tunnel engineering is a main construction mode of urban underground rail traffic, and scientific and reliable monitoring instruments and modes are important foundations for guaranteeing the safety and economic benefits of urban tunnel engineering. The shield tunnel has the advantages of high construction speed, high automation degree, small influence on surrounding environment and the like, and is widely applied to urban tunnel construction. The shield tunnel lining is contacted with the outside soil body through grouting liquid, and the pressure fluctuation of the outside soil body has direct influence on the safety of the tunnel lining and the waterproof of a tunnel joint, so that the monitoring of the soil pressure outside the tunnel for a long time, accurately and conveniently has a vital effect on the safety and the durability of the tunnel.
The existing method for monitoring the soil pressure outside the shield tunnel mainly adopts a traditional soil pressure box pressure measurement method, the method is characterized in that a soil pressure box is buried outside a segment lining in advance, and an outer membrane of the soil pressure box is kept parallel to the outside of the lining, but the method has more problems, and the main problems are as follows:
1. the position of the soil pressure box is easily influenced by construction and is deviated
The soil pressure box is arranged in a punctiform way outside the tunnel duct piece, the contact area between the soil pressure box and the tunnel duct piece is small, the soil pressure box is not easy to paste or install on the outside duct piece, the soil pressure box is easy to arrange and deviate due to assembly during construction, the deviation can reach 10cm, and the soil pressure change at the appointed position can not be accurately measured.
2. The lead hole of the soil pressure box weakens the bearing capacity of the segment
The soil pressure box lead wire needs to be led out through the inside perforation of the segment, and the lead wire hole reduces the structural integrity of the segment, causes segment damage, leads to the structural strength reduction of the segment lining, and weakens the segment bearing capacity.
3. The lead hole of the soil pressure box is easy to cause water leakage
The soil pressure box lead wire is perforated through the duct piece, so that the sealing performance of the duct piece is also damaged while the integrity of the duct piece is reduced, the contact between the rubber protective layer of the lead wire and the duct piece is not tight, the water leakage phenomenon is easy to occur, and the durability and the applicability of the duct piece lining are reduced.
4. Inaccurate measurement results
The soil pressure box is pre-buried in the duct piece outside, after grouting behind the wall, is wrapped up by the grouting liquid, can't direct contact outside soil body, and the sensitivity of soil pressure box declines thereupon, leads to measuring result inaccuracy.
The existing method for measuring the soil pressure by using the film is insensitive to the soil pressure detection and low in measurement accuracy due to the thick film material, and the film has high price, and the film with the size of 1 square meter reaches 28 ten thousand yuan, so that the economical efficiency is poor.
Disclosure of Invention
The invention provides a water bag type shield tunnel outside soil pressure measuring device which is sensitive in detecting soil pressure, higher in measuring precision and lower in cost, the device is spliced outside a tunnel segment lining in a non-water-filled cavity state, water is filled into a CHR water bag (homo-chlorohydrin rubber water bag) through a device water inlet pipe after grouting and before slurry is not hardened, the CHR water bag breaks through the grouting liquid and is in direct contact with soil, a heating plate in the soil pressure detecting device is used for keeping a constant temperature state of water, the soil pressure change is reflected by water pressure change, and the aim of accurately monitoring the soil pressure outside a tunnel for a long time is achieved by monitoring water pressure.
In order to achieve the above purpose, the technical scheme adopted by the invention is as follows:
the device is characterized in that a heater for maintaining constant water temperature in the water bag is arranged in the water bag; the water inlet pipe is used for injecting water into the water sac and comprises two parts, namely an outer water inlet pipe and an inner water inlet pipe which are connected; the exhaust pipe is used for exhausting air existing in the water bag and comprises an outer exhaust pipe and an inner exhaust pipe which are connected; a pressure liquid level transmitter for measuring the liquid level and the pressure in the water bag is fixedly connected at the junction of the sealing box and the water bag; the data transmission line of the heater and the data transmission line of the pressure liquid level transmitter are sent out of the sealing box.
The water bag is preferably a CHR water bag.
The method for measuring the soil pressure outside the shield tunnel by adopting the device is characterized by comprising the following steps of:
(1) When the tunnel duct piece is assembled, the device is assembled and attached to the outer side of the duct piece in a state that water is not injected into the water pocket, and the data transmission line of the pressure liquid level transmitter, the data transmission line of the heating piece, the water inlet pipe outside the box and the air outlet pipe outside the box are led out through the grouting holes of the tunnel;
(2) Before grouting liquid is injected into the outer side of the tunnel lining and before the grouting liquid is not hardened, water is injected into the water bag through the water inlet pipe outside the box and the water inlet pipe inside the box, air in the water bag is discharged through the exhaust pipe inside the box and the exhaust pipe outside the box, the water injection is completed, the top of the water bag breaks through the grouting liquid, and the water bag reaches and contacts with a real soil body, so that accurate equivalent replacement of soil pressure and water pressure is realized;
(3) After water injection of the water sac is completed, the water inlet pipe outside the box and the air outlet pipe outside the box are removed, the air outlet pipe and the water inlet pipe are plugged, the sealing purpose is achieved, and only the pressure monitoring and temperature maintaining are carried out by the data transmission line of the pressure liquid level transmitter and the data transmission line of the heating plate, so that the grouting holes of the tunnel are sealed.
The invention is suitable for long-term monitoring of the soil pressure outside the shield tunnel, but is not limited to the shield tunnel, and has the following advantages due to the adoption of the technical scheme:
1. the invention improves the punctiform stress state of the soil pressure measuring device at the outer side of the tunnel into a planar stress state, expands the soil pressure monitoring range, directly contacts with the soil body through the grouting liquid, breaks through the limitation of the grouting liquid package, truly reflects the soil pressure change at the outer side of the tunnel to the greatest extent, and has high measuring accuracy and small measuring error;
2. the invention enlarges the contact area between the measuring device and the tunnel lining, is convenient to install and operate, and ensures that the device is more firmly installed;
3. the parts such as the water inlet pipe outside the box, the air outlet pipe outside the box, the heating plate data transmission line, the pressure liquid level transmitter data transmission line and the like are led out through the pipe piece lining grouting holes, and no other leading-out holes are needed to be additionally arranged on the pipe piece, so that the perforation phenomenon is avoided, the integrity and the tightness of the pipe piece are not weakened, and the strength and the durability of the pipe piece lining are not reduced;
4. the invention adopts the pressure equivalent principle of water pressure reaction soil pressure, the measuring device has simple component structure, low price and difficult damage, long service life and saves the tunnel soil pressure measuring cost;
5. the water bag is made of CHR (homo-chlorohydrin rubber) material, and has the advantages of oil resistance, water resistance, acid and alkali resistance, ozone resistance, flame resistance, atmospheric aging resistance, small air permeability, heat resistance (150 ℃) and good adhesiveness.
Drawings
FIG. 1 is a schematic layout view of a water-bag type shield tunnel outside soil pressure measuring device of the invention
The reference numerals in the figures illustrate: 1-CHR water sac; 3-stainless steel seal box; 18-a tunnel lining structure; 19-an adhesive; 20-tunnel grouting holes.
FIG. 2 is a right cross-sectional view of the device for measuring the soil pressure outside a water-pocket type shield tunnel according to the present invention
The reference numerals in the figures illustrate: 1-CHR water sac; 2-heating the sheet; 3-stainless steel seal box; 4-exhaust pipe in box; 5-a pressure level transmitter; 6, a water inlet pipe in the box; 7, an exhaust pipe outside the box; 8-a pressure level transmitter data transmission line; 9, a water inlet pipe outside the box; 10-exhaust pipe threads; 11-water inlet pipe threads; 12-a heat patch data transmission line; 13-an exhaust pipe fixing threaded hole; 14-a pressure liquid level transmitter fixing threaded hole; 15-heating plate data transmission line holes; 16-a water inlet pipe fixing threaded hole; 17-silicone rubber sealing rings.
FIG. 3 is a cross-sectional elevation of a water bladder of the present invention
The reference numerals in the figures illustrate: 1-CHR water sac; 2-heating plate.
FIG. 4 is a front cross-sectional view of a stainless steel seal cartridge of the present invention
The reference numerals in the figures illustrate: 1-CHR water sac; 3-stainless steel seal box; 4-exhaust pipe in box; 5-a pressure level transmitter; 6, a water inlet pipe in the box; 12-a heat patch data transmission line; 17-silicone rubber sealing rings.
Detailed Description
The technical scheme of the present invention will be described in detail with reference to specific embodiments and drawings, but the scope of the present invention is not limited to the following embodiments.
As shown in fig. 2, the device for measuring soil pressure outside a water-bag type shield tunnel according to the present invention comprises: the CHR water bag 1, the heating plate 2, the stainless steel sealing box 3, the in-box exhaust pipe 4, the pressure liquid level transmitter 5, the in-box water inlet pipe 6, the out-box exhaust pipe 7, the pressure liquid level transmitter data transmission line 8, the out-box water inlet pipe 9, the exhaust pipe threads 10, the water inlet pipe threads 11, the heating plate data transmission line 12, the exhaust pipe fixing threaded hole 13, the pressure liquid level transmitter fixing threaded hole 14, the heating plate data transmission line hole 15, the water inlet pipe fixing threaded hole 16, the silicone rubber sealing ring 17 and the adhesive 19.
As shown in fig. 1, the soil pressure measuring device outside the water sac type shield tunnel mainly comprises a CHR water sac 1 and a stainless steel sealing box 3. When the tunnel duct piece is assembled, the device is assembled and adhered to the outer side of the duct piece through the adhesive 19 in a state that water is not injected into the water pocket. And the data transmission line 8, the heating plate data transmission line 12, the water inlet pipe 9 outside the box, the air outlet pipe 7 outside the box and other parts of the pressure liquid level transmitter are led out through the tunnel grouting holes 20. Before grouting liquid is injected into the outside of the tunnel lining and before the grouting liquid is not hardened, water is injected into the CHR water sac 1 through the box outer water inlet pipe 9 and the box inner water inlet pipe 6, air in the CHR water sac 1 is discharged through the box inner exhaust pipe 4 and the box outer exhaust pipe 7, the water injection is completed, the top of the CHR water sac 1 can break through the grouting liquid, the grouting liquid reaches and contacts a real soil body, and accurate equivalent replacement of soil pressure and water pressure is realized. After the CHR water bag 1 is filled with water, the water inlet pipe 9 outside the box and the water outlet pipe 7 outside the box are removed, and the water outlet pipe and the water inlet pipe are plugged by using a stainless steel screw cap, so that the sealing purpose is achieved. Only the pressure liquid level transmitter data transmission line 8 and the heating plate data transmission line 12 are left for pressure monitoring and temperature maintenance, the tunnel grouting holes 20 are sealed, and the epoxy resin is used for detail filling, so that a wiring duct is not required to be arranged independently, the lining bearing capacity of the duct piece is not weakened, and the space is saved.
The CHR water bag 1 is connected with the stainless steel sealing box 3 through threaded engagement, and high-temperature vulcanization bonding silicone rubber sealing rings 17 are respectively arranged at the front end and the rear end of the threads, so that the water tightness is ensured.
The stainless steel seal box 3 and the one side of water direct contact in the CHR water sac 1, namely the back of stainless steel seal box 3, take the measure of thickening the steel sheet and reserving the hole, the hole of reserving includes blast pipe fixed screw hole 13, pressure liquid level transmitter fixed screw hole 14, heating plate data transmission line hole 15 and inlet tube fixed screw hole 16, and fixed screw hole is in order to fix blast pipe 4 in the box, pressure liquid level transmitter 5 and box internal water inlet tube 6 to both ends set up high temperature vulcanization bonding silicone rubber seal respectively around the screw thread, guarantee the leakproofness of water.
The change of temperature can cause water pressure change, so that the soil pressure change is accurately reflected, the interference factor of temperature change is eliminated, the heating plate is embedded in the left side and the right side in the water bag, after the heating plate is set to a certain temperature, the heating plate can automatically generate heat according to the external temperature change, the temperature is adjusted by means of the material characteristics of the heating plate, the service life is far longer than that of other heaters, and the water in the water bag is kept at a constant temperature, so that the water pressure is not influenced by the temperature change. The heating plate data transmission line 12 passes through the reserved hole of the stainless steel sealing box, namely the heating plate data transmission line hole 15, and the part of the heating plate data transmission line is wrapped with water-swelling rubber, so that the tightness of the heating plate data transmission line hole 15 is ensured.
The method for measuring the soil pressure outside the water sac type shield tunnel comprises the following specific steps:
1) The off-box exhaust pipe 7 and the off-box inlet pipe 9 are screwed to the exhaust pipe thread 10 and the inlet pipe thread 11. In the tunnel segment lining assembling stage, the whole water sac type shield tunnel outside soil pressure measuring device is assembled and stuck to the position of a pressure test point outside a tunnel lining structure 18 through an adhesive 19, and parts such as a pressure liquid level transmitter data transmission line 8, a heating plate data transmission line 12, an out-box water inlet pipe 9, an out-box exhaust pipe 7 and the like are led out through a tunnel grouting hole 20.
2) The slurry to be injected is injected to the outside of the tunnel, and water is injected into the CHR water bladder 1 through the water inlet pipes 9 and 6 in a state that the slurry is not hardened, so that air in the CHR water bladder 1 is discharged through the air outlet pipes 4 and 7. When water flows out from the exhaust pipe, the CHR water bag 1 is filled with water, no air remains, the exhaust pipe 7 outside the box is removed, and the exhaust pipe 4 inside the box is sealed at the position of the exhaust pipe thread 10 by using a stainless steel thread cover.
3) The water is continuously injected into the CHR water bag 1 through the water inlet pipes 9 and 6, the pressure of the pressure liquid level sensor is used for controlling, after the water pressure in the CHR water bag 1 reaches the calibrated water pressure, the water injection is stopped, the water inlet pipe 9 outside the box is removed, the water inlet pipe 6 in the box is sealed at the water inlet pipe thread 11 by using the stainless steel thread cover, at the moment, the top of the CHR water bag 1 breaks through grouting liquid, reaches and contacts a real soil body, and the accurate equivalent replacement of the soil pressure and the water pressure can be realized.
4) The tunnel grouting holes 20 leaving the pressure level transmitter data transmission line 8 and the heat patch data transmission line 12 are sealed and the fine fill seals are made using epoxy.
5) Because the heating plate 2 has the function of automatically adjusting the temperature, the heating plate is only required to be set to a specified temperature, and when the water temperature in the CHR water bag is lower than the specified temperature, the heating plate is triggered to be automatically heated to the set temperature.
6) And setting the measurement frequency and interval time of the pressure liquid level transmitter, measuring the pressure value when the temperature reaches the set temperature state, and storing data.
Claims (2)
1. The measuring device comprises a water bag, a sealing box, a water inlet pipe and an exhaust pipe, wherein the sealing box is connected with the end part of the water bag in a sealing way; the water inlet pipe is used for injecting water into the water sac and comprises two parts, namely an outer water inlet pipe and an inner water inlet pipe which are connected; the exhaust pipe is used for exhausting air existing in the water bag and comprises an outer exhaust pipe and an inner exhaust pipe which are connected; a pressure liquid level transmitter for measuring the liquid level and the pressure in the water bag is fixedly connected at the junction of the sealing box and the water bag; the data transmission line of the heater and the data transmission line of the pressure liquid level transmitter are sent out of the sealing box, and the soil pressure measuring method outside the shield tunnel comprises the following steps:
(1) When the tunnel duct piece is assembled, the device is assembled and attached to the outer side of the duct piece in a state that water is not injected into the water pocket, and a data transmission line of a pressure liquid level transmitter, a data transmission line of a heater, an outer water inlet pipe of the box and an outer exhaust pipe of the box are led out through a tunnel grouting hole;
(2) Before grouting liquid is injected into the outer side of the tunnel lining and before the grouting liquid is not hardened, water is injected into the water bag through the water inlet pipe outside the box and the water inlet pipe inside the box, air in the water bag is discharged through the exhaust pipe inside the box and the exhaust pipe outside the box, the water injection is completed, the top of the water bag breaks through the grouting liquid, and the water bag reaches and contacts with a real soil body, so that accurate equivalent replacement of soil pressure and water pressure is realized;
(3) After water injection of the water sac is completed, the water inlet pipe outside the box and the air outlet pipe outside the box are removed, the water inlet pipe inside the box and the air outlet pipe inside the box are plugged, the sealing purpose is achieved, and only the pressure monitoring and temperature maintaining are carried out by the data transmission line of the pressure liquid level transmitter and the data transmission line of the heater, so that the grouting holes of the tunnel are sealed.
2. The method for measuring the soil pressure outside a water sac type shield tunnel according to claim 1, wherein the water sac is a CHR water sac.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910586818.9A CN110374605B (en) | 2019-07-01 | 2019-07-01 | Device and method for measuring soil pressure outside water bag type shield tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910586818.9A CN110374605B (en) | 2019-07-01 | 2019-07-01 | Device and method for measuring soil pressure outside water bag type shield tunnel |
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| Publication Number | Publication Date |
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| CN110374605A CN110374605A (en) | 2019-10-25 |
| CN110374605B true CN110374605B (en) | 2024-03-26 |
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| CN201910586818.9A Active CN110374605B (en) | 2019-07-01 | 2019-07-01 | Device and method for measuring soil pressure outside water bag type shield tunnel |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111076848A (en) * | 2019-12-27 | 2020-04-28 | 天津大学 | Pressure measuring device and method |
| CN116295243B (en) * | 2023-02-09 | 2024-02-20 | 山东大学 | System and method for monitoring stratum bulge settlement deformation of water area in underwater tunnel construction |
| CN116358487A (en) * | 2023-02-09 | 2023-06-30 | 山东大学 | Micro-pressure ground deformation area-based area type monitoring system and method |
| CN116085052B (en) * | 2023-04-07 | 2023-06-20 | 中铁十四局集团大盾构工程有限公司 | System and method for monitoring, preventing and controlling slurry leakage in underwater shield tunnel construction water area |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB0401719D0 (en) * | 2003-01-28 | 2004-02-25 | Solinst Canada Ltd | Bladder pump for borehole sampling |
| KR101007691B1 (en) * | 2009-12-03 | 2011-01-13 | (주)이화기공 | Air balloon type curing platform and curing method using thereof |
| CN103758527A (en) * | 2013-07-11 | 2014-04-30 | 上海大学 | Method for determining soil warehouse control pressure of ground pass shield tunneling machine |
| CN108489894A (en) * | 2018-05-30 | 2018-09-04 | 大连交通大学 | A kind of experimental rig and method for simulating karst area Shield Tunneling |
| CN210396729U (en) * | 2019-07-01 | 2020-04-24 | 天津大学 | Water bag type shield tunnel outside soil pressure measuring device |
-
2019
- 2019-07-01 CN CN201910586818.9A patent/CN110374605B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB0401719D0 (en) * | 2003-01-28 | 2004-02-25 | Solinst Canada Ltd | Bladder pump for borehole sampling |
| KR101007691B1 (en) * | 2009-12-03 | 2011-01-13 | (주)이화기공 | Air balloon type curing platform and curing method using thereof |
| CN103758527A (en) * | 2013-07-11 | 2014-04-30 | 上海大学 | Method for determining soil warehouse control pressure of ground pass shield tunneling machine |
| CN108489894A (en) * | 2018-05-30 | 2018-09-04 | 大连交通大学 | A kind of experimental rig and method for simulating karst area Shield Tunneling |
| CN210396729U (en) * | 2019-07-01 | 2020-04-24 | 天津大学 | Water bag type shield tunnel outside soil pressure measuring device |
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| CN110374605A (en) | 2019-10-25 |
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