CN106051452B - A kind of energy storage being arranged in pile foundation and detecting system - Google Patents
A kind of energy storage being arranged in pile foundation and detecting system Download PDFInfo
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- CN106051452B CN106051452B CN201610593167.2A CN201610593167A CN106051452B CN 106051452 B CN106051452 B CN 106051452B CN 201610593167 A CN201610593167 A CN 201610593167A CN 106051452 B CN106051452 B CN 106051452B
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- storage steel
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- 238000004146 energy storage Methods 0.000 title claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 146
- 239000010959 steel Substances 0.000 claims abstract description 146
- 238000003860 storage Methods 0.000 claims abstract description 99
- 238000001514 detection method Methods 0.000 claims abstract description 72
- 238000009434 installation Methods 0.000 claims description 6
- 230000005611 electricity Effects 0.000 abstract description 7
- 238000010248 power generation Methods 0.000 abstract description 5
- 238000005057 refrigeration Methods 0.000 abstract description 3
- 230000002787 reinforcement Effects 0.000 description 11
- 238000010276 construction Methods 0.000 description 9
- 238000000034 method Methods 0.000 description 9
- 238000005553 drilling Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000007689 inspection Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000000654 additive Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 238000005338 heat storage Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C1/00—Pressure vessels, e.g. gas cylinder, gas tank, replaceable cartridge
- F17C1/007—Underground or underwater storage
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C13/00—Details of vessels or of the filling or discharging of vessels
- F17C13/02—Special adaptations of indicating, measuring, or monitoring equipment
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C13/00—Details of vessels or of the filling or discharging of vessels
- F17C13/04—Arrangement or mounting of valves
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C13/00—Details of vessels or of the filling or discharging of vessels
- F17C13/08—Mounting arrangements for vessels
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F25—REFRIGERATION OR COOLING; COMBINED HEATING AND REFRIGERATION SYSTEMS; HEAT PUMP SYSTEMS; MANUFACTURE OR STORAGE OF ICE; LIQUEFACTION SOLIDIFICATION OF GASES
- F25B—REFRIGERATION MACHINES, PLANTS OR SYSTEMS; COMBINED HEATING AND REFRIGERATION SYSTEMS; HEAT PUMP SYSTEMS
- F25B15/00—Sorption machines, plants or systems, operating continuously, e.g. absorption type
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2201/00—Vessel construction, in particular geometry, arrangement or size
- F17C2201/01—Shape
- F17C2201/0138—Shape tubular
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/27—Relating to heating, ventilation or air conditioning [HVAC] technologies
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
- Y02B30/62—Absorption based systems
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Thermal Sciences (AREA)
- Piles And Underground Anchors (AREA)
Abstract
A kind of energy storage being arranged in pile foundation and detecting system including cushion cap, pile foundation, are equipped with more pile bases, longitudinal gas storage steel pipe and spiral steel pipe stirrup are equipped in every pile base below cushion cap, passing through u shaped connector between longitudinal gas storage steel pipe connects forming circuit；Two detection gas storage steel pipes are equipped in per pile base, with gas storage steel pipe by three-way connection and longitudinal gas storage fastener for connection, three connectors of three-way connection connect the detection gas storage steel pipe lower end between two longitudinal gas storage steel pipes and two longitudinal gas storage steel pipes respectively for a wherein detection；Two detections both pass through cushion cap with gas storage steel pipe upper end, and respectively with total air inlet steel pipe, total outlet fastener for connection, total air inlet steel pipe is equipped with air compressor, and total outlet steel pipe is equipped with Cool gas blower and generator.Compressed air electricity generation system can be formed adequately using space larger in pile foundation, while there is refrigeration, power generation, the deformation of pile body deviational survey and integrity checking.
Description
Technical field
The present invention relates to underground heat storages to utilize field, particularly a kind of energy storage being arranged in pile foundation and detecting system.
Background technology
The main reason for causing power supply shortage at this stage is that peak load is excessively high, and power grid peak load difference is very big,
Supplied during peak by power supply, electric network transportation ability is limited the supply of electric power notch caused during peak of power consumption, and in paddy
Completely on the contrary, having obtained universal use in countries in the world using the management measure of count by time sharing, China has been adopted urban
The measure of count by time sharing is taken, daytime is peak times of power consumption, using electric during peak.When being paddy at night, using electricity price during paddy, the two is poor
Valency reaches one times or more, for a solitary building, if can will store energy during electricity price in paddy, the electricity price at peak
When the energy of storage is released in the form of electric energy, effective supplement as normal power supply, it will largely reduce
Bulk supply expense.Some countries are also in the research for carrying out this respect, for example excavate underground gas storage room using air power generation etc..But
These methods and Measure Design are complicated, and just current cost is higher, and economy is poor, scope of application very little, to single solitary building
Generally it is difficult to realize.
Invention content
The technical problems to be solved by the invention are to provide a kind of energy storage being arranged in pile foundation and detecting system, can
Adequately using space larger in pile foundation, compressed air electricity generation system is formed, while there is refrigeration, power generation, pile body deviational survey
Deformation and the function of integrity checking.
In order to solve the above technical problems, the technical solution adopted in the present invention is：A kind of energy storage being arranged in pile foundation
With detecting system, including cushion cap, pile foundation, more pile bases are equipped with below cushion cap, per pile base in be equipped with longitudinal gas storage steel pipe and
Spiral steel pipe stirrup passes through u shaped connector connection forming circuit between longitudinal gas storage steel pipe；
Two detection gas storage steel pipes are equipped in per pile base, wherein a detection with gas storage steel pipe by three-way connection with
Longitudinal gas storage fastener for connection, three connectors of three-way connection connect two longitudinal gas storage steel pipes and two longitudinal gas storage steel respectively
Detection gas storage steel pipe lower end between pipe；
Another detection passes through four-way connection and longitudinal gas storage fastener for connection, four connectors of four-way connection with gas storage steel pipe
The detection between two longitudinal gas storage steel pipes, longitudinal gas storage steel pipes is connected respectively under gas storage steel pipe lower end and spiral steel pipe stirrup
End；
Two detections both pass through cushion cap with gas storage steel pipe upper end, and respectively with total air inlet steel pipe, total outlet fastener for connection, always
Air inlet steel pipe is equipped with air compressor, and total outlet steel pipe is equipped with Cool gas blower and generator.
In preferred scheme, the lower end of the spiral steel pipe stirrup is fixedly connected on four-way connection, and upper end passes through three
Pass joint and detection gas storage fastener for connection.
In preferred scheme, detection gas storage steel pipe and be connected to four-way that the spiral steel pipe stirrup upper end is connected
Detection on the connector detection gas storage steel pipe that gas storage steel pipe is that both sides are different in pile foundation.
In preferred scheme, on the detection gas storage steel pipe on one end of total air inlet steel pipe and total outlet steel pipe
Equipped with valve.
In preferred scheme, the detection is connect with detachable detection interface, detachable detection is additionally provided on gas storage steel pipe
Mouth is arranged below valve, the detection above cushion cap is on gas storage steel pipe.
In preferred scheme, the upper end of longitudinal gas storage steel pipe is stretched into cushion cap.
In preferred scheme, it is connected in parallel between the Cool gas blower and generator on total outlet steel pipe；
Adjustable pressure valve, air purifier and air heater, generator institute are additionally provided on branch pipe where Cool gas blower
Branch pipe on be additionally provided with adjustable pressure valve, cold air adjustment valve, turbo charging installation.
In preferred scheme, the detection is equipped with track with gas storage steel pipe inner wall, and inclinometer can be slided in orbit
It is dynamic.
The track of setting cannot be only used for the slant correction of construction time steel reinforcement cage, it can also be used to which the inclination of runtime pile foundation becomes
Shape detects and detection；Two detections can also be used as the sense channel of supersonic reflectoscope sensor with gas storage steel pipe, facilitate inspection
The integrality and damage location of pile body concrete.
A kind of energy storage being arranged in pile foundation provided by the present invention and detecting system, by using above structure, tool
There is following advantageous effect：
（1）Pile foundation buried depth is big, and the stake number that each building needs is more, therefore the stake inner volume that can be utilized is larger,
To store enough high pressure gas, arrangement using the present invention can realize efficient power generation and refrigeration；
（2）Reinforcement and tie hoop are replaced with gas storage steel pipe, can not only store a large amount of high pressure gas hair
Electricity is used for generating electricity and freezing, and do not interfere with the mechanical property of entire pile foundation；
（3）It does not need to individually dig underground gas storage room in the invention, can not only reduce investment, but also realize space in stake
Efficiently utilize；
（4）The characteristics of normal operation in whole system later stage is considered in the present invention, while utilizes each stake independent construction,
Independent circuit in each pile foundation is set and equipped with valve, is examined one by one if going wrong in later stage operational process and can open valve
It looks into, if which part circuit can directly close the valve in the circuit when there is no problem, other circuits can still carry out height
It calms the anger the storage of body.
（5）Two detections have the track slided up and down for inclinometer with gas storage steel pipe inner wall, available for construction time steel
The slant correction of muscle cage, it can also be used to which the inclination and distortion detection and detection of runtime pile foundation do not need in addition arrange in pile body
Inclinometer pipe.
（6）Two detections can simultaneously serve as the sense channel of supersonic reflectoscope sensor with gas storage steel pipe, facilitate inspection
The integrality and damage location of pile body concrete, do not need in addition arrange sense channel in pile body.
Description of the drawings
The invention will be further described with reference to the accompanying drawings and examples：
Fig. 1 is the overall structure diagram of the present invention.
Fig. 2 is the dimensional structure diagram of the steel reinforcement cage of the present invention.
Fig. 3 is the general plane structure diagram of the present invention.
Single cushion cap that Fig. 4 is the present invention arranges schematic diagram.
Fig. 5 is the detection gas storage steel tube section schematic diagram of the present invention.
In figure：Cushion cap 1, pile foundation 2, air heater 3, longitudinal gas storage steel pipe 4, detection gas storage steel pipe 5, total air inlet steel pipe
6, detachable to detect interface 7, valve 8, u shaped connector 9, four-way connection 10, total outlet steel pipe 11, adjustable pressure valve 12, air is net
Change device 13, Cool gas blower 14, turbo charging installation 15, generator 16, air compressor 17, spiral steel pipe stirrup 18, three connect
First 19, cold air adjustment valve 20, track 501.
Specific embodiment
In such as figure, a kind of energy storage being arranged in pile foundation and detecting system, including cushion cap 1, pile foundation 2, it is characterized in that：It holds
1 lower section of platform is equipped with more pile bases 2, and longitudinal gas storage steel pipe 4 and spiral steel pipe stirrup 18, longitudinal gas storage are equipped in every pile base 2
It is connected and is formed into a loop by u shaped connector 9 between steel pipe 4；
Two detection gas storage steel pipes 5 are equipped in per pile base 2, wherein a detection gas storage steel pipe 5 is connected by three
First 19 connect with longitudinal gas storage steel pipe 4, and three connectors of three-way connection 19 connect two longitudinal gas storage steel pipes 4 and two respectively
Detection 5 lower end of gas storage steel pipe between longitudinal gas storage steel pipe 4；
Another detection gas storage steel pipe 5 is connect by four-way connection 10 with longitudinal gas storage steel pipe 4, and the four of four-way connection 10
A connector connects detection 5 lower end of gas storage steel pipe and the spiral between two longitudinal gas storage steel pipes 4, longitudinal gas storage steel pipe 4 respectively
18 lower end of steel pipe stirrup；
Two detections both pass through cushion cap 1 with 5 upper end of gas storage steel pipe, and connect respectively with total air inlet steel pipe 6, total outlet steel pipe 11
It connects, total air inlet steel pipe 6 is equipped with air compressor 17, and total outlet steel pipe 11 is equipped with Cool gas blower 14 and generator 16.
In preferred scheme, the lower end of the spiral steel pipe stirrup 18 is fixedly connected on four-way connection 10, and upper end leads to
Three-way connection 19 ' is crossed to connect with detection gas storage steel pipe 5.
In preferred scheme, detection gas storage steel pipe 5 and be connected to that 18 upper end of spiral steel pipe stirrup is connected
Detection gas storage steel pipe 5 on four-way connection 10 is the detection gas storage steel pipe 5 that both sides are different in pile foundation 2.
In preferred scheme, one close to total air inlet steel pipe 6 and total outlet steel pipe 11 on gas storage steel pipe 5 is used in the detection
End is equipped with valve 8.
In preferred scheme, the detection is detachably detected with detachable detection interface 7 is additionally provided on gas storage steel pipe 5
Interface 7 is arranged on the detection of 8 lower section of valve, 1 top of cushion cap on gas storage steel pipe 5.
In preferred scheme, the upper end of longitudinal gas storage steel pipe 4 is stretched into cushion cap 1.
In preferred scheme, it is connected in parallel between the Cool gas blower 14 and generator 16 on total outlet steel pipe 11；
Adjustable pressure valve 12, air purifier 13 and air heater 3 are additionally provided on branch pipe where Cool gas blower 14, is sent out
Adjustable pressure valve 12, cold air adjustment valve 20, turbo charging installation 15 are additionally provided on branch pipe where motor 16.
The Specific construction step of the present invention is as follows：
1st, the drilling machine according to needed for the selection drilling of place geological condition carries out the arrangement in place and the making of steel reinforcement cage.
2nd, drilling machine is installed and positioned, ensures that drilling machine can be positioned accurately using various methods, prevents drilling machine from tilting.
3rd, wood, steel, three kinds of armored concrete can be used by making the material of casing.Casing requirement is sturdy and durable, water-tight,
Internal diameter should be greater than bore diameter, often save length about 2 ~ 3m.Generally common steel pile casting.
4th, mud is prepared, drilling slurry is made of water, clay and various additives.According to boring method and strata condition come
Determine slip consistency, deslagging ability is small when mud is too dilute, retaining wall effect is poor；Mud is too thick to weaken drill bit impact function, reduce
Rate of penetration.
5th, it drills, to be carried out in boring procedure in strict accordance with operation requirement, ensure the quality of pore-forming, boring procedure is by advance
The sequence planned carries out, and ensures not influence each other between each hole or influence smaller.
6th, borehole cleaning, whole hole check comply fully with design requirement when, bottom hole cleaning should be carried out immediately, avoid every when it is long with
Mud sediment is caused, causes borehole collapse.
7th, pile body concrete is poured.
The specific production process of steel reinforcement cage in the present invention is as follows：
1st, in two inner walls there is detection 5 top of gas storage steel pipe for sliding up and down track for inclinometer to install detachably
Interface 7 is detected, and valve 8 is installed on the top of inclinometer interface 7, in the detection for being mounted with detachably detection interface 7 and valve 8
With between gas storage steel pipe 5 and longitudinal gas storage steel pipe 4 closing entirety, while the ring on steel reinforcement cage are connected into threeway or four-way connection
Around setting spiral steel pipe stirrup 18,18 both ends of spiral steel pipe stirrup are connect respectively with two detection gas storage steel pipes 5.
2nd, the air-tightness of inflation or the continuous gas storage steel pipe of other methods inspection into continuous gas storage steel pipe.Determining gas storage steel
After the seal of tube, longitudinal gas storage steel pipe 4 and spiral steel pipe stirrup 18 and other reinforcing bars are bound to the steel reinforcement cage to form single pile, such as schemed
Shown in 2.
The 3rd, reinforcing bar cage hoisting is put into the stake holes after-pouring concrete excavated.When pouring, in addition to detection cylinder
Outside portions, remaining steel reinforcement cage is entirely located in inside pile foundation, and concrete, which cannot interrupt, in entire casting process prevents to break
Stake phenomenon.After the completion of single pile construction, the construction of next is carried out successively.
4th, after treating that bearing platform construction finishes, detection pipe is formed into parallel multiple times with always being connect into air outlet pipe in order
Road.
The present invention realizes that power generation is as follows with the principle of refrigerating function：
In low power consumption, the valve on detection cylinder is closed, the valve 8 in all detection air inlet pipe is opened, with sky
Air is pressed into entire caisson by air compressor, and controls certain pressure.Pile body occurs heat with the surrounding deep soil body and hands over
Changing makes the reduction of storage inside gas temperature.
In peak of power consumption, valve 8 is opened as needed, when playing refrigerating function, adjusts outlet where Cool gas blower
Adjustable pressure valve 12 on branch pipe(tube) exports high pressure low temperature gas, after the purification of air purifier 13, using cold air adjustment valve
20 adjust cold air temperature, are input to Cool gas blower 14, realize refrigerating function；When playing generating function, 16 institute of regulator generator
Adjustable pressure valve 12 on going out gas branch pipe road exports high pressure low temperature gas, by air heater 21 and turbo charging installation
15, it realizes gas boosting, is then output to generator 16, realize compressed gas generating function.
The present invention carries out pile body inclination and distortion and the method for integrity detection is as follows：
It places and finishes in steel reinforcement cage installation, by detection gas storage steel pipe 5, using the inclination journey of inclinometer detection steel reinforcement cage
Degree, instructs steel reinforcement cage slant correction；It finishes with during building Superstructure Construction in concreting, is stored up by detection
Gas steel pipe 5 detects the inclination and distortion of pile body difference elevation, draws pile body trend curve；In the process of running, according to the detection frequency
Requirement, periodically remove detachable detection interface 7, the inclination and distortion of pile body can detect using inclinometer.
Concreting finish with during building Superstructure Construction, by detection gas storage steel pipe 5, using sound
Wave detector detects the integrality and damage location of pile body concrete, pile quality is facilitated to evaluate.
Claims (6)
1. a kind of energy storage being arranged in pile foundation and detecting system, including cushion cap（1）, pile foundation（2）, it is characterized in that：Cushion cap（1）
Lower section is equipped with more pile bases（2）, per pile base（2）Inside it is equipped with longitudinal gas storage steel pipe（4）With spiral steel pipe stirrup（18）, longitudinal direction
Gas storage steel pipe（4）Between pass through u shaped connector（9）Connection forming circuit；
Per pile base（2）Inside it is equipped with two detection gas storage steel pipes（5）, wherein a detection gas storage steel pipe（5）Pass through threeway
Connector（19）With longitudinal gas storage steel pipe（4）Connection, three-way connection（19）Three connectors connect two longitudinal gas storage steel pipes respectively
（4）And two longitudinal gas storage steel pipes（4）Between detection gas storage steel pipe（5）Lower end；
Another detection gas storage steel pipe（5）Pass through four-way connection（10）With longitudinal gas storage steel pipe（4）Connection, four-way connection（10）
Four connectors connect two longitudinal gas storage steel pipes respectively（4）, longitudinal gas storage steel pipe（4）Between detection gas storage steel pipe（5）
Lower end and spiral steel pipe stirrup（18）Lower end；
Two detection gas storage steel pipes（5）Upper end both passes through cushion cap（1）, and respectively with total air inlet steel pipe（6）, total outlet steel pipe
（11）Connection, total air inlet steel pipe（6）It is equipped with air compressor（17）, total outlet steel pipe（11）It is equipped with Cool gas blower（14）With
Generator（16）；
The spiral steel pipe stirrup（18）Lower end be fixedly connected on four-way connection（10）On, upper end passes through three-way connection
（19’）With detection gas storage steel pipe（5）Connection；
The spiral steel pipe stirrup（18）The detection that upper end is connected gas storage steel pipe（5）Be connected to four-way connection（10）On
Detection gas storage steel pipe（5）For pile foundation（2）The different detection in interior both sides gas storage steel pipe（5）.
2. a kind of energy storage being arranged in pile foundation according to claim 1 and detecting system, it is characterised in that：Described
Detection gas storage steel pipe（5）Upper close total air inlet steel pipe（6）With total outlet steel pipe（11）One end be equipped with valve（8）.
3. a kind of energy storage being arranged in pile foundation according to claim 2 and detecting system, it is characterised in that：Described
Detection gas storage steel pipe（5）On be additionally provided with detachable detection interface（7）, detachably detect interface（7）It is arranged on valve（8）Under
Side, cushion cap（1）The detection of top gas storage steel pipe（5）On.
4. a kind of energy storage being arranged in pile foundation according to claim 1 and detecting system, it is characterised in that：Described
Longitudinal gas storage steel pipe（4）Upper end stretch into cushion cap（1）It is interior.
5. a kind of energy storage being arranged in pile foundation according to claim 1 and detecting system, it is characterised in that：Described
Cool gas blower（14）And generator（16）Between be connected in total outlet steel pipe in parallel（11）On；
Cool gas blower（14）Adjustable pressure valve is additionally provided on the branch pipe at place（12）, air purifier（13）And air heater
（3）, generator（16）Adjustable pressure valve is additionally provided on the branch pipe at place（12）, cold air adjustment valve（20）, turbo charging installation
（15）.
6. a kind of energy storage being arranged in pile foundation according to claim 1 and detecting system, it is characterised in that：Described
Detection gas storage steel pipe（5）Inner wall is equipped with track（501）, inclinometer can be in track（501）Upper slip.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610593167.2A CN106051452B (en) | 2016-07-26 | 2016-07-26 | A kind of energy storage being arranged in pile foundation and detecting system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610593167.2A CN106051452B (en) | 2016-07-26 | 2016-07-26 | A kind of energy storage being arranged in pile foundation and detecting system |
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| Publication Number | Publication Date |
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| CN106051452A CN106051452A (en) | 2016-10-26 |
| CN106051452B true CN106051452B (en) | 2018-06-29 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108532623B (en) * | 2018-04-20 | 2020-03-17 | 南京工业大学 | Oil storage grouped pile foundation and using method |
| CN115059121B (en) * | 2022-08-18 | 2022-11-01 | 水利部交通运输部国家能源局南京水利科学研究院 | Wave-absorbing energy dissipation system and method for reducing scouring of pile group foundation |
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| CN204825997U (en) * | 2015-03-27 | 2015-12-02 | 中交一公局第二工程有限公司 | Automatic circulating device of mud jacking U type pipe and detecting tube at stake end |
| CN105525607A (en) * | 2016-01-28 | 2016-04-27 | 三峡大学 | Underground energy storage device arranged in underground diaphragm wall |
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