CN108590762A - A kind of deep-well energy reserves library system and its construction method - Google Patents
A kind of deep-well energy reserves library system and its construction method Download PDFInfo
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- CN108590762A CN108590762A CN201810406624.1A CN201810406624A CN108590762A CN 108590762 A CN108590762 A CN 108590762A CN 201810406624 A CN201810406624 A CN 201810406624A CN 108590762 A CN108590762 A CN 108590762A
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Classifications
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- 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
- E21F17/16—Modification of mine passages or chambers for storage purposes, especially for liquids or gases
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Abstract
The invention discloses a kind of deep-well energy reserves library system and its construction methods, its system include the energy reserves library being arranged under deep-well and for will be to be laid in energy delivery to energy reserves library in or the energy delivery system that exports the energy of deposit from energy reserves library, energy reserves library includes warehouse bottom member and Strengthening Roof, and one layer of warehouse middle member or multilayer warehouse middle member, it is fixedly connected at the top of the bottom of the warehouse middle member of the bottom and warehouse bottom member, Strengthening Roof is fixedly connected on the top of the warehouse middle member positioned at top；Its method includes step：One, under deep-well energy reserves library structure；Two, connection energy reserves library, energy delivery system, pressure stabilizing system and controller.The stable structure in energy reserves library of the present invention, intensity is high, and good seal performance, barrier performance is good, safe, can realize the reasonable utilization of mine goaf, is explored for energy reserves library and provides new approaches.
Description
Technical field
The invention belongs to dig up mine and energy storage technical field, and in particular to a kind of deep-well energy reserves library system and its structure
Construction method.
Background technology
In metallic mineral resources recovery process, goaf has Space Scale huge, and geological environment is complicated, security risk
Serious feature.Mainly have to the treatment measures in metal mine goaf at present：The processing of avalanche country rock, is permanently stayed filling treatment
If the methods of ore pillar processing, Seal treatment.Permanent stay sets ore pillar and is unfavorable for resource high-efficiency exploitation, and the processing of avalanche country rock is unfavorable for pair
Ground surface environment protection, Seal treatment security risk are big.Filling is to realize the effective technology method of mineral deposit safely cleaning high-efficiency mining,
Play a dual role of environmental protection and improve ore utilization ratio, but whole goaf spaces are filled, on the one hand fills
Big between filling a vacancy, cost is higher, on the other hand lacks efficiently using to huge Goaf Area space.2 months 2017,
It thanks to peaceful academician and proposes abandoned mine transition and upgrade in " coal resources fluidization exploitation and colliery engineering revolution " seminar
With the strategic idea of mine underground space comprehensive utilization, the consistent approval of industry specialists is obtained.
The energy reserves in China is horizontal far below developed country.Many petroleum import big countries, such as the U.S., Japan, European Union,
150-200 days by a definite date strategic energy reserves are completed, and China only has the oil reserve amount less than 40 days, and according to the world
The suggestion of energy source tissue, oil importer should possess the deposit of 90 days petroleum import amounts, should possess by this calculating China in 2015
50000000 tons or more of oil reserve amount at least needs to build about 72,000,000 m3Warehouse.
Currently, underground energy warehouse mainly has Gas Storages For Depleted Reservoirs, water-bearing layer gas storage, salt cave storage cavern and water seal
Oil cave depot etc..Underground water seal oil cave depot is high to geology environmental requirement, and ineffective to protection of groundwater resource, stability is relatively
Difference is prone to accidents.Salt cave storage cavern requires geological conditions high, and the rock salt stratum in China has that " the ore bed number of plies is more, single monolayer thick
Thin, salt deposit taste is spent to be unevenly distributed " the characteristics of, chamber is built in such geological environment and is easy to cause cavity deformity, causes to build chamber
Body the accidents such as is scrapped and is occurred.Therefore research is dedicated to while overcome its technical barrier, explores novel underground energy storage cavern meaning
Justice is outstanding, to pushing energy underground storage significant.
In face of problem above, energy storage cavern or Nuclear Waste Repository are constructed in the group of Deep Mine large dead zone, to store up
The strategic energy such as standby oil, natural gas and stockpiling level radioactive nuclear waste etc., to cope with war, strong earthquakes, terrorist incident, extreme gas
Time and oil gas extremely anxiety etc. cause the influence that energy supply band of discontinuance comes, and will have following important meaning：1. realizing by adopting
The theory transformation utilized to goaf is administered in dead zone, opens the new direction that mine underground goaf utilizes；2. proposing to adopt in mine
A kind of novel storage cavern is constructed in dead zone using filling, enriches China's storage cavern structure type, explores and is provided newly for energy reserves library
Thinking；3. enrich filling in mine new function, explore mining, filling, storage cavern field co-development new method.But it is existing
Have in technology, also lacks such deep-well energy reserves library system and its construction method.
Invention content
In view of the above-mentioned deficiencies in the prior art, the technical problem to be solved by the present invention is that providing a kind of novel design
Rationally, it is convenient to realize, safe, the stable structure in energy reserves library, intensity height, good seal performance, the antiseepage of energy storage
Performance is good, and progress can be cooperateed with deposit mining, can realize the deep-well energy reserves library system of mine goaf rationally utilized
System.
In order to solve the above technical problems, the technical solution adopted by the present invention is：A kind of deep-well energy reserves library system, it is special
Sign is：Including the energy reserves library that is arranged under deep-well and for will be to be laid in energy delivery to energy reserves library in or from
The energy delivery system for exporting the energy of deposit in energy reserves library；
The energy reserves library includes warehouse bottom member and Strengthening Roof and one layer of warehouse middle member or more
The warehouse middle member that layer is fixedly connected up and down is located at bottom and the warehouse bottom structure of the warehouse middle member of the bottom
It is fixedly connected at the top of part, the Strengthening Roof is fixedly connected on the top of the warehouse middle member positioned at top；It is described
Warehouse bottom member includes for surrounding the warehouse bottom prefabricated components in oil and gas reserve space and being arranged in warehouse bottom
The bottom tradition filling layer of prefabricated components periphery, warehouse bottom prefabricated components include that bottom reinforcing filling layer and setting exist
Bottom reinforces the base impervious filling layer inside filling layer, and the base impervious filling layer, bottom reinforce filling layer and bottom passes
The surrounding of filling layer of uniting and bottom connect anchor pole by bottom and are fixedly connected；The warehouse middle member includes for surrounding oil
Prefabricated components and the middle part tradition filling layer that prefabricated components periphery is set in the middle part of warehouse in the middle part of the warehouse in gas deposit space,
Prefabricated components include the middle part antiseepage that middle part reinforces filling layer and is arranged inside middle part reinforcing filling layer in the middle part of the warehouse
Filling layer, the middle part antiseepage filling layer, middle part reinforce the surrounding of filling layer and middle part tradition filling layer and bottom passes through middle part
Connection anchor pole is fixedly connected；The Strengthening Roof includes the top impervious material layer set gradually from top to bottom and roof reinforcement material
The bed of material；Energy input channel mouthpiece and energy that Strengthening Roof enters in energy reserves library are provided through in the Strengthening Roof
Source output channel mouthpiece is provided with energy input control valve, the energy efferent duct on the energy input channel mouthpiece
Energy output control valve is provided on pipeline joint pipe；
The energy delivery system include for will be to be laid in energy delivery in energy reserves library the energy input system
It unites and for, by the energy output system of the energy of deposit output, the energy input system to include the energy from energy reserves library
Transport vehicle, energy input channel and energy front pump are inputted, the energy input transport vehicle is arranged at the top of surface layer, the energy
One end of source input channel is connect with the energy exportation on energy input transport vehicle, and the other end of the energy input channel passes through
The courtyard and haulage drift of mine are connect with energy input channel mouthpiece, and the energy front pump is connected to be inputted close to the energy
On one section of energy input channel of transport vehicle；The energy output system include the energy output transport vehicle, energy output channel and
Energy rear pump, the energy output transport vehicle are arranged at the top of surface layer, and one end of the energy output channel and the energy are defeated
Go out the connection of pipe joint pipe, the other end of the energy output channel passes through the haulage drift of mine and courtyard to be transported with energy output
The energy source inlet of defeated vehicle connects, and the energy rear pump is connected to one section of energy output channel close to energy output transport vehicle
On.
A kind of above-mentioned deep-well energy reserves library system, it is characterised in that：Further include being pressed for stablizing in energy warehouse
The pressure stabilizing system of power and controller for being controlled energy reserves process, the controller are arranged on surface layer top
Portion；Pressure-equalizing pipe mouthpiece and pressure that Strengthening Roof enters in energy reserves library are provided through in the Strengthening Roof
It manages, is provided with pressure-control valve on the pressure-equalizing pipe mouthpiece, pressure sensor, the pressure are connected on the pressure pipe
Force snesor passes through across the haulage drift of mine and the connection of the input terminal of the signal wire of courtyard and controller, the pressure control
Valve passes through across the haulage drift of mine and the connection of the output end of the signal wire of courtyard and controller；
The pressure stabilizing system includes pressure-equalizing pipe and the stable-pressure device that is arranged at the top of surface layer, the voltage stabilizing dress
It sets including compressor set, compensator and high pressure tank, the pressure balance interface of the compensator and one end of pressure-equalizing pipe
The other end of connection, the pressure-equalizing pipe passes through the courtyard of mine and haulage drift to be connect with pressure-equalizing pipe mouthpiece, institute
State the gas outlet of compensator by first gas delivery pipe and the first electric controlled regulating valve being connected in first gas delivery pipe with
The air inlet of compressor set connects, and the gas outlet of the compressor set by second gas delivery pipe and is connected to second gas
First Heat Exchanger in delivery pipe and the connection of the air inlet of the second electric controlled regulating valve and high pressure tank, the high pressure tank
Gas outlet passes through the third gas delivery pipe and throttle valve being connected in third gas delivery pipe, the second heat exchanger and third electricity
The air inlet of control regulation valve and compensator connects；
First electric controlled regulating valve, the second electric controlled regulating valve, third electric controlled regulating valve, compressor set, energy front pump
It is connect with the output end of controller with energy rear pump；The energy input control valve and energy output control valve are by wearing
Cross the haulage drift of mine and the connection of the output end of the signal wire of courtyard and controller.
A kind of above-mentioned deep-well energy reserves library system, it is characterised in that：Reinforcing is provided through in the Strengthening Roof
Top plate, which enters in energy reserves library, takes temperature pipe, described take to be connected with temperature sensor on temperature pipe, the temperature sensor
By across the haulage drift of mine and the connection of the input terminal of the signal wire of courtyard and controller.
A kind of above-mentioned deep-well energy reserves library system, it is characterised in that：The controller includes PLC module and and PLC
The output of the touch LCD screen that module connects, the PLC module is terminated with for the power on/off progress to compressor set
First relay of control, the second relay controlled for the power on/off to energy front pump and for being exported to the energy
The third relay that the power on/off of pump is controlled, the letter that the pressure sensor passes through haulage drift and courtyard across mine
Number line and the input terminal of PLC module connect, the signal wire that the temperature sensor passes through haulage drift and courtyard across mine
It is connect with the input terminal of PLC module, the pressure-control valve, energy input control valve and energy output control valve are by passing through
The haulage drift of mine and the signal wire of courtyard and the output end of PLC module connect, in the current supply circuit of the compressor set
Contactor is connect with the output end of the first relay, the contactor in the current supply circuit of the energy front pump and the second relay
Sending end connection, the contactor in the current supply circuit of the energy rear pump connect with the output end of third relay.
A kind of above-mentioned deep-well energy reserves library system, it is characterised in that：It is embedded with and adds in the roof reinforcement material layer
Strengthening tendons.
A kind of above-mentioned deep-well energy reserves library system, it is characterised in that：The bottom reinforces filling layer and base impervious
Recess forms the collecting pit for being located at bottom in warehouse, the energy output channel mouthpiece to the bottom side of filling layer downwards
It stretches into collecting pit.
A kind of above-mentioned deep-well energy reserves library system, it is characterised in that：The bottom connection anchor pole connects anchor with middle part
The structure of bar is identical and includes casing, is threaded in the interior anchor bar body of casing one end and is threaded in the casing other end
Outer anchor bar body, the interior anchor bar body are not provided with external screw thread with one end of casing connection and are threaded with nut, the nut
Clamping plate is provided between end and interior anchor bar body, the outer anchor bar body does not carry anchor head with one end end of casing connection.
The invention also discloses a kind of method and steps, and simple, realization conveniently, with deposit mining cooperates with, does not influence actual mine
Well separate zone production provides new approaches with the reasonable utilization for filling, capable of realizing mine goaf, for the exploration of energy reserves library
The construction method of deep-well energy reserves library system, which is characterized in that this approach includes the following steps：
Step 1: under deep-well energy reserves library structure, detailed process is：
Step 101, before being filled to mine goaf, using the prefabricated prefabricated structure in warehouse bottom of warehouse bottom die
Part, in warehouse bottom, the spill interface for connecting prefabricated components in the middle part of warehouse is arranged in the top of prefabricated components, and is storing up
The surrounding of standby bottom storehouse portion prefabricated components and bottom connection bottom connect anchor pole；
Step 102 fills mine goaf from top to bottom using traditional filler, until filling thickness reaches bottom biography
The bottom thickness of system filling layer；
Step 103, when traditional filler is tentatively bonded to the degree that can be supported oneself, by warehouse bottom prefabricated components
It is placed at oil-gas storage cavern design position, and is passed being inserted into positioned at the bottom of warehouse bottom prefabricated components bottom connection anchor pole
In system filler；
Step 104 is filled using traditional filler around the prefabricated components of warehouse bottom, until packed height reaches
The height of warehouse bottom prefabricated components forms bottom tradition filling layer；
Step 105 is consolidated after bottom tradition filling layer and warehouse bottom prefabricated components after forming warehouse bottom member,
The wooden cover board in warehouse bottom member top cover, continues mining；
Step 106, using prefabricated components in the middle part of the prefabricated warehouse of mold in the middle part of warehouse, the prefabricated components in the middle part of warehouse
Convex interface of the bottom setting for connecting prefabricated components in the middle part of warehouse bottom prefabricated components or warehouse, in warehouse
Spill interface of the top setting of portion's prefabricated components for connecting warehouse middle part prefabricated components or Strengthening Roof, and in warehouse
The surrounding of middle part prefabricated components and bottom connection middle part connect anchor pole；
Step 107 when being filled to carrying out the mine goaf that is newly formed of mining, first, is opened to cover and laid in
The wooden cover board of bottom storehouse portion component top smears gelling material at the top of the prefabricated components of warehouse bottom on spill interface inner surface
Material, and smear cementitious material on the bottom convex interface outer surface of prefabricated components in the middle part of the warehouse then will be in the middle part of warehouse
The bottom convex interface of prefabricated components is docked with spill interface at the top of the prefabricated components of warehouse bottom, by prefabricated structure in the middle part of warehouse
Part is bonded as one with warehouse bottom prefabricated components；
Step 108, first, the bottom convex interface of prefabricated components and warehouse bottom prefabricated components top in the middle part of warehouse
Bolthole is bored from inside to outside in the overlapping region of portion's spill interface；Then, interface connection anchor pole is penetrated in bolthole, connection deposit
The bottom convex interface section of prefabricated components and spill interface section at the top of the prefabricated components of warehouse bottom in the middle part of library；Finally, it sprays
It penetrates impervious material reparation and bores the middle part antiseepage filling layer being destroyed when bolthole；
Step 109 is filled in the middle part of the warehouse using traditional filler around prefabricated components, until packed height reaches
The height of prefabricated components in the middle part of warehouse forms the traditional filling layer in middle part；
Step 1010 waits for that prefabricated components consolidate to form warehouse middle member in the middle part of the traditional filling layer in middle part and warehouse
Afterwards, the wooden cover board in warehouse middle member top cover, continues mining；
Step 1011, using prefabricated components in the middle part of the prefabricated warehouse of mold in the middle part of warehouse, the prefabricated structure in the middle part of warehouse
Convex interface of the bottom setting of part for connecting prefabricated components in the middle part of warehouse bottom prefabricated components or warehouse, in warehouse
The top setting of middle part prefabricated components is being laid in for connecting prefabricated components or the spill interface of Strengthening Roof in the middle part of warehouse
The surrounding of prefabricated components and bottom connection middle part connect anchor pole in the middle part of library；
Step 1012 when being filled to carrying out the mine goaf that is newly formed of mining, first, is opened to cover and laid in
Wooden cover board at the top of the middle member of library, the table in spill interface at the top of prefabricated components in the middle part of the warehouse after opening wooden cover board
It smears cementitious material on face, and smears gelling on the bottom convex interface outer surface of prefabricated components in the middle part of the new prefabricated warehouse
Then material by the bottom convex interface of prefabricated components in the middle part of new prefabricated warehouse and opens the warehouse after wooden cover board
Spill interface docking at the top of bottom prefabricated components by prefabricated components in the middle part of new prefabricated warehouse and opens the storage after wooden cover board
Prefabricated components are bonded as one in the middle part of standby library；
Step 1013, first the bottom convex interface of prefabricated components and opens wooden lid in the middle part of new prefabricated warehouse
Bolthole is bored in the overlapping region of spill interface from inside to outside at the top of prefabricated components in the middle part of warehouse after plate；Then, interface is connected
Anchor pole is connect to penetrate in bolthole, in the middle part of the new prefabricated warehouse of connection the bottom convex interface section of prefabricated components with open it is wooden
Spill interface section at the top of warehouse bottom prefabricated components after cover board；Finally, quilt when bolthole is bored in injection impervious material reparation
The middle part antiseepage filling layer of destruction；
Step 1014 is filled in the middle part of the new prefabricated warehouse using traditional filler around prefabricated components, until filling
Raising degree has reached the height of prefabricated components in the middle part of new prefabricated warehouse, forms the new traditional filling layer in one layer of middle part；
Step 1015 waits for that the new traditional filling layer in one layer of middle part consolidates to be formed with prefabricated components in the middle part of new prefabricated warehouse
After one layer of new warehouse middle member, the wooden cover board in one layer of new warehouse middle member top cover continues to adopt
Mine operation；
Step 1016 repeats step 1011 to step 1015, until the top for the mineral deposit layering exploited；
Step 1017, using the prefabricated reinforced top plate of Strengthening Roof mold, and in prefabricated reinforced top plate in Strengthening Roof
Energy input channel mouthpiece preformed hole, energy output channel mouthpiece preformed hole, pressure-equalizing pipe preformed hole, pressure pipe are set
Preformed hole and take temperature pipe preformed hole；
Step 1018, first, opens the wooden cover board covered at the top of the warehouse middle member of top, in top
In the middle part of warehouse cementitious material is smeared on spill interface inner surface at the top of prefabricated components；Then, Strengthening Roof is positioned over and is most pushed up
In the middle part of the warehouse of layer at the top of prefabricated components in spill interface, and use cementitious material by the warehouse of Strengthening Roof and top
Middle part prefabricated components are connected as one；
Step 1019 is inserted into energy input channel mouthpiece in energy input channel mouthpiece preformed hole, defeated in the energy
Go out and is inserted into energy output channel mouthpiece in pipe joint pipe preformed hole；
Step 1020 pours glue in the gap of energy input channel mouthpiece and energy input channel mouthpiece preformed hole
Energy input channel mouthpiece is connected as one by gel material with Strengthening Roof；And in energy output channel mouthpiece and the energy
Cementitious material is poured in the gap of output channel mouthpiece preformed hole, energy output channel mouthpiece is connected as with Strengthening Roof
One；
Step 1021 connects energy input control valve on energy input channel mouthpiece, in energy output channel interface
Energy output control valve is connected on pipe；
Step 1022, first, is inserted into pressure-equalizing pipe, and connected on pressure-equalizing pipe in pressure-equalizing pipe preformed hole
Pressure-control valve；Then cementitious material is poured in the gap of pressure-equalizing pipe and pressure-equalizing pipe preformed hole, by pressure balance
Pipe is connected as one with Strengthening Roof；
Step 1023, first, is inserted into pressure pipe, and pressure sensor is connected on pressure pipe in pressure pipe preformed hole；
Temperature pipe is taken taking to be inserted into temperature pipe preformed hole, and temperature sensor is connected on taking temperature pipe；Then, pressure pipe with take
Cementitious material is poured in the gap of pressure pipe preformed hole, pressure pipe and Strengthening Roof are connected as one；It is taking temperature pipe and is taking temperature
It spends in the gap of pipe preformed hole and pours cementitious material, temperature pipe will be taken to be connected as one with Strengthening Roof；
Step 2: connection energy reserves library, energy delivery system, pressure stabilizing system and controller, detailed process are：
Step 201, at the top of the surface layer at the position of the courtyard of mine foundation construction, by energy front pump, the energy
On the basis of rear pump, stable-pressure device and controller are fixed on；
One end of energy input channel is connect by step 202 with the energy exportation on energy input transport vehicle, and the energy is defeated
The other end for entering pipeline passes through the courtyard of mine and haulage drift to be connect with energy input channel mouthpiece, and by energy front pump
It is connected on one section of energy input channel of energy input transport vehicle；Energy input control valve is passed through into the fortune across mine
The output end of the signal wire and controller of defeated tunnel and courtyard connects；
One end of energy output channel is connect by step 203 with energy output channel mouthpiece, by energy output channel
The energy source inlet that the other end passes through the haulage drift of mine and courtyard to export transport vehicle with the energy is connect, and energy rear pump is connected
It is connected on one section of energy output channel of energy output transport vehicle；Energy output control valve is passed through into the transport across mine
The output end of the signal wire and controller of tunnel and courtyard connects；
Step 204 connects the pressure balance interface of one end of pressure-equalizing pipe and compensator, by the another of pressure-equalizing pipe
One end passes through the courtyard of mine and haulage drift to be connect with pressure-equalizing pipe mouthpiece；
Step 205 passes through pressure sensor across the defeated of the haulage drift of mine and the signal wire of courtyard and controller
Enter end connection, temperature sensor is passed through across the haulage drift of mine and the input terminal of the signal wire of courtyard and controller company
It connects, pressure-control valve is passed through across the haulage drift of mine and the connection of the output end of the signal wire of courtyard and controller；
Step 206, by the first electric controlled regulating valve, the second electric controlled regulating valve, third electric controlled regulating valve, compressor set, the energy
Front pump and energy rear pump are connect with the output end of controller respectively.
Above-mentioned method, it is characterised in that：The structure that the bottom connection anchor pole connects anchor pole with middle part is identical and wraps
Casing is included, the interior anchor bar body of casing one end is threaded in and is threaded in the outer anchor bar body of the casing other end, the interior anchor
The body of rod is not provided with external screw thread with one end of casing connection and is threaded with nut, between the nut end and interior anchor bar body
It is provided with clamping plate, the outer anchor bar body does not carry anchor head with one end end of casing connection；
Warehouse bottom die described in step 101 includes the base circle external mold and set being spliced to form by polylith arc panel
Base circle internal model inside base circle external mold, the base circle internal model include outwardly convex by setting at the top of polylith
The base circle internal model frame that the arc panel of the boss gone out is spliced to form, and be arranged at the bottom of base circle internal model base of frame
Portion's bottom plate and collecting pit bottom plate, the installation position of the collecting pit bottom plate are less than the installation position of bottom base panel, the collecting pit
Bottom plate is connect by connecting plate with bottom base panel, and multiple external mold boltholes, the bottom are provided on the base circle external mold
Be provided on annular internal model frame it is multiple respectively with the matched internal model bolthole in the position of multiple external mold boltholes, the bottom
Multiple internal model boltholes are both provided on bottom plate and collecting pit bottom plate；
The prefabricated warehouse bottom prefabricated components of warehouse bottom die are used described in step 101, it is pre- in warehouse bottom
Spill interface of the top setting of component processed for connecting prefabricated components in the middle part of warehouse, and in warehouse bottom prefabricated components
Surrounding and the detailed process of bottom connection bottom connection anchor pole are：
Step 10101, after spreading diaphragm on the ground, it is the assembly of warehouse bottom die is good and be uprightly placed on diaphragm
On；
Bottom connection anchor pole middle sleeve is passed through outer bolthole and bottom on base circle external mold by step 10102, first
Interior bolthole on annular internal model frame, and make casing for connecting the interior of one end end face of interior anchor bar body and base circle internal model
Wall surface is concordant, keeps one end end face of the casing for connecting outer anchor bar body concordant with the outside wall surface of base circle external mold；Then, the bottom of by
Portion connects interior bolthole of the anchor pole middle sleeve in bottom base panel and collecting pit bottom plate, and makes casing for connecting interior anchor bar body
One end end face it is concordant with the internal face of bottom base panel and collecting pit bottom plate, make casing for connecting one end end face of outer anchor bar body
It drops down onto on diaphragm on the ground；
Reinforcement material is poured in step 10103, the gap between base circle external mold and base circle internal model, until pouring
Build the height that height has reached warehouse bottom die；
Step 10104, after reinforcing material solidification, remove warehouse bottom die；
Step 10105 screws in the threaded one end of interior anchor bar body in casing, until the length of the interior anchor bar body other end is just
Enough connecting cleats and nut, by plywood sleeve on interior anchor bar body, attaching nut simultaneously locks；
Step 10106, the internal spray impervious material in reinforcement material, keep impervious material upper end prefabricated to warehouse bottom
The bottom of the spill interface of component, and make impervious material that nut be completely covered, base impervious filling layer is formed, and to base impervious
Filling layer is polished and repairing treatment, it is ensured that surfacing and flawless；
Step 10107, after impervious material solidification after, by outer anchor bar body not with anchor head one end screw in casing, form
The prefabricated bottom prefabricated components of storage cavern；
In the middle part of warehouse described in step 106 and step 1011 mold include be provided with by polylith bottom it is inwardly projecting convex
The middle part annular external mold and the middle part annular internal model being sleeved on inside the annular external mold in middle part that the arc panel of platform is spliced to form, in described
Portion's annular internal model is spliced to form by the arc panel for being provided with the boss outwardly protruded at the top of polylith, is set on the middle part annular external mold
Be equipped with multiple external mold boltholes, be provided in the middle part annular internal model it is multiple respectively with the position of multiple external mold boltholes match
The internal model bolthole of conjunction；
Using prefabricated components in the middle part of the prefabricated warehouse of mold in the middle part of warehouse described in step 106 and step 1011, storing up
The bottom setting of prefabricated components is for connecting the convex of prefabricated components in the middle part of warehouse bottom prefabricated components or warehouse in the middle part of standby library
Shape interface, the top setting of prefabricated components is for connecting the recessed of prefabricated components in the middle part of warehouse or Strengthening Roof in the middle part of warehouse
Shape interface, and the detailed process of connection anchor pole is in the middle part of the surrounding of prefabricated components and bottom connection in the middle part of the warehouse：
Step A, mold assembly in the middle part of warehouse is good and be uprightly placed on diaphragm after spreading diaphragm on the ground；
Step B, middle part connection anchor pole middle sleeve is passed through into outer bolthole and middle part annular internal model on the annular external mold of middle part
On interior bolthole, and make casing for connect interior anchor bar body one end end face it is concordant with the internal face of middle part annular internal model, make
One end end face that casing is used to connect outer anchor bar body is concordant with the outside wall surface of middle part annular external mold；
Step C, reinforcement material is poured in the gap between middle part annular external mold and middle part annular internal model, until pouring height
Degree has reached the height of mold in the middle part of warehouse；
Step D, after reinforcing material solidification, mold in the middle part of warehouse is removed；
Step E, the threaded one end of interior anchor bar body is screwed in casing, until the length of the interior anchor bar body other end is just enough to connect
Fishplate and nut, by plywood sleeve on interior anchor bar body, attaching nut simultaneously locks；
Step F, in the internal spray impervious material of reinforcement material, make prefabricated components in the middle part of impervious material upper end to warehouse
Spill interface bottom, and impervious material is made to be completely covered nut, forms middle part antiseepage filling layer, and fill to middle part antiseepage
Layer is polished and repairing treatment, it is ensured that surfacing and flawless；
Step G, after impervious material solidification, one end by outer anchor bar body not with anchor head screws in casing, forms storage cavern
Prefabricated middle part prefabricated components.
Above-mentioned method, it is characterised in that：Strengthening Roof mold described in step 1017 is provided with inwardly by polylith bottom
The arc panel of the boss of protrusion is spliced to form, and the Strengthening Roof mold bottom inwardly projecting one section is for top antiseepage material
The molding mold of the bed of material, the Strengthening Roof die top not inwardly projecting one section are molding for roof reinforcement material layer
Mold；
The prefabricated reinforced top plate of Strengthening Roof mold is used in step 1017, and in prefabricated reinforced top plate in Strengthening Roof
Be arranged energy input channel mouthpiece preformed hole, energy output channel mouthpiece preformed hole, pressure-equalizing pipe mouthpiece preformed hole,
Pressure pipe preformed hole and the detailed process of temperature pipe preformed hole is taken to be：
Step 101701, after spreading diaphragm on the ground, it is the assembly of Strengthening Roof mold is good and be uprightly placed on diaphragm；
Step 101702 pours impervious material in Strengthening Roof mold, and during pouring impervious material, is inserted into
Septate energy input channel mouthpiece preformed hole formed pipe is wrapped up in outside, the external septate energy output channel of package connects
Mouth pipe preformed hole formed pipe, the septate pressure-equalizing pipe mouthpiece preformed hole formed pipe of external package, outside are enclosed with diaphragm
Pressure pipe preformed hole formed pipe and external package is septate takes temperature pipe preformed hole formed pipe, pour impervious material until anti-
The upper surface for oozing material reaches one section of inwardly projecting top surface flush of Strengthening Roof mold bottom；
Step 101703, after impervious material tentatively solidification after, reinforcement material is poured in Strengthening Roof mold, and pouring
During reinforcement material, reinforcing rib is added, pours reinforcement material until the upper surface of reinforcement material reaches Strengthening Roof mold
Top；
Step 101704, after reinforcing material solidification, take out that external to wrap up septate energy input channel mouthpiece pre-
Box out formed pipe, external wrap up septate energy output channel mouthpiece preformed hole formed pipe, external wrap up septate pressure
Dynamic balance interface tube pipe preformed hole formed pipe, the septate pressure pipe preformed hole formed pipe of external package and outside are enclosed with diaphragm
Take temperature pipe preformed hole formed pipe, formed energy input channel mouthpiece preformed hole, energy output channel mouthpiece preformed hole,
Pressure-equalizing pipe mouthpiece preformed hole, pressure pipe preformed hole and take temperature pipe preformed hole；
Step 101705 removes Strengthening Roof mold.
Compared with the prior art, the present invention has the following advantages：
1, deep-well energy reserves library system of the invention innovatively proposes and energy reserves library is arranged under deep-well, leads to
The design for crossing energy delivery system has engineering by mine, can be by energy delivery to be laid in being arranged under deep-well
It is exported in energy reserves library or by the energy of deposit from energy reserves library, gives one kind goaf under Deep Mine and realize
The scheme of energy reserves.
2, deep-well energy reserves library system of the invention matches the control of hop controller by the design of pressure stabilizing system,
Real-time control can be carried out to the pressure in energy reserves library, can realize the stabilization of pressure in energy reserves library, realize the library
Internal pressure Real-time Balancing outer low pressure, improves the safety of energy storage.
3, deep-well energy reserves library system of the invention, energy reserves library therein is using warehouse bottom member, deposit
The combined laminal structure of library middle member, Strengthening Roof, novel in structural design is reasonable, and it is convenient to realize.
4, deep-well energy reserves library system of the invention, in energy reserves library therein, warehouse bottom member and deposit
The design of library middle member is all made of antiseepage filling layer, reinforces filling layer and the matched three-decker of antiseepage filling layer, deposit
The connection of library bottom member, warehouse middle member, Strengthening Roof is matched using concave-convex interface, then is bonded using cementitious material
Mode so that the stable structure in energy reserves library, intensity are high, good seal performance, and barrier performance is good.
5, deep-well energy reserves library system of the invention takes temperature pipe by setting, connects temperature sensor, can be to energy
Temperature in the warehouse of source is measured in real time, and complete function is safe.
6, the construction method of deep-well energy reserves library system of the invention, it is contemplated that the reality of mine separate zone production and filling
Operating mode using layering structure warehouse bottom member, warehouse middle member and Strengthening Roof, and then forms energy reserves library
Mode finally reconnects energy reserves library, energy delivery system, pressure stabilizing system and controller, realizes and is assisted with deposit mining
With progress, detail design is new reasonable, and method and step is simple, easy to implement.
7, during present invention layering structure energy reserves library, actual mine separate zone production and filling are not influenced, is led to
Cross the specially treated of Strengthening Roof, moreover it is possible to which the inbreak for preventing top plate further improves the safety in energy reserves library.
8, apply the present invention in Deep Mine exploitation, can realize the reasonable utilization of mine goaf, and enrich
The structure type of China's storage cavern is explored for energy reserves library and provides new approaches, and safety is economical.
9, highly practical, application value height of the invention can be national development green mining, construction Green Mine
Strategic development contribute share.
In conclusion the novel design of the present invention is rationally, it is convenient to realize, the stable structure in energy reserves library, intensity is high, close
Sealing property is good, and barrier performance is good；Energy storage it is safe, can realize the reasonable utilization of mine goaf, for the energy store up
Standby library, which is explored, provides new approaches, and application value is high.
Below by drawings and examples, technical scheme of the present invention will be described in further detail.
Description of the drawings
Fig. 1 is the structural schematic diagram of deep-well energy reserves of the present invention library system.
Fig. 2 is the structural schematic diagram in energy reserves library of the present invention.
Fig. 3 is that warehouse bottom part body component top of the present invention covers the structural schematic diagram after wooden cover board.
Fig. 4 is that connection bottom connects the structural schematic diagram after anchor pole on warehouse bottom part body prefabricated components of the present invention.
Fig. 5 is the structural schematic diagram of warehouse main body middle member of the present invention.
Fig. 6 is the structural schematic diagram on prefabricated components after connection middle part connection anchor pole in the middle part of warehouse main body of the present invention.
Fig. 7 is the structural schematic diagram of Strengthening Roof of the present invention.
Fig. 8 is that bottom of the present invention connects anchor pole, middle part connects the structural schematic diagram that anchor pole connects anchor pole with interface.
Fig. 9 is the front view of warehouse bottom part body mold of the present invention.
Figure 10 is the vertical view of Fig. 9.
Figure 11 is the front view of mold in the middle part of warehouse main body of the present invention.
Figure 12 is the vertical view of Figure 11.
Figure 13 is the front view of Strengthening Roof mold of the present invention.
Figure 14 is the vertical view of Figure 13.
Figure 15 is the structural schematic diagram of stable-pressure device of the present invention.
Figure 16 is the connection relationship diagram of controller of the present invention and other each units.
Reference sign:
1-warehouse bottom member；1-1-bottom tradition filling layer；
1-2-bottom reinforces filling layer；1-3-base impervious filling layer；1-4-collecting pit；
2-warehouse middle members；2-1-middle part tradition filling layer；
2-2-middle part reinforces filling layer；2-3-middle part antiseepage filling layer；3-Strengthening Roofs；
3-1-top impervious material layer；3-2-roof reinforcement material layer；3-3-reinforcing rib；
4-energy input channel mouthpieces；5-energy output channel mouthpieces；6-energy input control valves；
7-energy output control valves；8-pressure-equalizing pipe mouthpieces；9-pressure-control valves；
10-pressure pipes；11-take temperature pipe；12-pressure sensors；
13-temperature sensors；14-bottoms connect anchor pole；14-1-casing；
The interior anchor bar bodies of 14-2-；The outer anchor bar bodies of 14-3-；14-4—；Nut
14-5-clamping plate；14-6-anchor head；15-middle parts connect anchor pole；
16-wooden cover boards；17-energy input channel mouthpiece preformed holes；
18-energy output channel mouthpiece preformed holes；19-pressure-equalizing pipe mouthpiece preformed holes；
20-pressure pipe preformed holes；21-take temperature pipe preformed hole；
22-interfaces connect anchor pole；23-1-base circle external mold；23-2-base circle internal model frame；
23-3-bottom base panel；23-4-collecting pit bottom plate；23-5-connecting plate；
24-1-middle part annular external mold；24-2-middle part annular internal model；25-Strengthening Roof molds；
26-energy reserves libraries；27-the energy input transport vehicle；28-energy input channels；
29-energy front pumps；30-surface layers；31-courtyards；
32-haulage drifts；33-the energy export transport vehicle；34-energy output channels；
35-energy rear pumps；36-controllers；36-1-PLC module；
36-2-touch LCD screen；The first relays of 36-3-；The second relays of 36-4-；
36-5-third relay；37-pressure-equalizing pipes；38-stable-pressure devices；
38-1-compressor set；38-2-compensator；38-3-high pressure tank；
38-4-first gas delivery pipe；The first electric controlled regulating valves of 38-5-；
38-6-second gas delivery pipe；38-7-First Heat Exchanger；
The second electric controlled regulating valves of 38-8-；38-9-third gas delivery pipe；
The second heat exchangers of 38-10-；38-11-third electric controlled regulating valve；38-12-throttle valve；
39-mineral deposits；40-soil horizons.
Specific implementation mode
As shown in Figure 1, the deep-well energy reserves library system of the present invention, including 26 He of energy reserves library that is arranged under deep-well
For will be to be laid in energy delivery to energy reserves library 26 in or from energy reserves library 26 by the energy of deposit export energy
Source transport system；
As shown in Fig. 2, the energy reserves library 26 includes warehouse bottom member 1 and Strengthening Roof 3 and one layer of deposit
The warehouse middle member 2 that library middle member 2 or multilayer are fixedly connected up and down, is located at the warehouse middle member 2 of the bottom
Bottom is fixedly connected with the top of warehouse bottom member 1, and the Strengthening Roof 3 is fixedly connected on the warehouse positioned at top
The top of middle member 2；In conjunction with Fig. 3 and Fig. 4, the warehouse bottom member 1 includes the storage for surrounding oil and gas reserve space
For bottom storehouse portion prefabricated components and the bottom tradition filling layer 1-1 in warehouse bottom prefabricated components periphery, the warehouse are set
Bottom prefabricated components include the base impervious filling that bottom reinforces filling layer 1-2 and is arranged inside the reinforcing filling layer 1-2 of bottom
Layer 1-3, the base impervious filling layer 1-3, bottom reinforce surrounding and the bottom of filling layer 1-2 and bottom tradition filling layer 1-1
Anchor pole 14 is connected by bottom to be fixedly connected；In conjunction with Fig. 5 and Fig. 6, the warehouse middle member 2 includes for surrounding oil gas storage
Prefabricated components and the middle part tradition filling layer 2-1 that prefabricated components periphery is set in the middle part of warehouse in the middle part of the warehouse in standby space,
Prefabricated components include that middle part reinforces filling layer 2-2 and is arranged in middle part reinforces inside filling layer 2-2 in the middle part of the warehouse
Portion's antiseepage filling layer 2-3, the middle part antiseepage filling layer 2-3, middle part reinforce filling layer 2-2's and middle part tradition filling layer 2-1
Surrounding and bottom connect anchor pole 15 by middle part and are fixedly connected；In conjunction with Fig. 7, the Strengthening Roof 3 includes setting successively from top to bottom
The top impervious material layer 3-1 and roof reinforcement material layer 3-2 set；Be provided through in the Strengthening Roof 3 Strengthening Roof 3 into
Enter the energy input channel mouthpiece 4 and energy output channel mouthpiece 5 in energy reserves library 26, the energy input channel connects
It is provided with energy input control valve 6 on mouth pipe 4, energy output control valve 7 is provided on the energy output channel mouthpiece 5；
When it is implemented, being provided with access hole in the Strengthening Roof 3, people can enter energy reserves library by access hole
It is overhauled inside 26, the maintenance velar plate with pressure resistance and sealing function is stamped on access hole；
As shown in Figure 1, the energy delivery system include for will be to be laid in energy delivery to energy reserves library 26 in
Energy input system and energy output system for exporting the energy of deposit from energy reserves library 26, the energy is defeated
It includes that energy input transport vehicle 27, energy input channel 28 and energy front pump 29, the energy input transport vehicle 27 to enter system
Setting connects in 30 top of surface layer, one end and the energy exportation on energy input transport vehicle 27 of the energy input channel 28
It connects, the other end of the energy input channel 28 passes through the courtyard 31 and haulage drift 32 and energy input channel mouthpiece of mine
4 connections, the energy front pump 29 are connected on one section of energy input channel 28 of energy input transport vehicle 27；The energy
Source output system includes energy output transport vehicle 33, energy output channel 34 and energy rear pump 35, the energy output transport
At 30 top of surface layer, one end of the energy output channel 34 is connect the setting of vehicle 33 with energy output channel mouthpiece 5, described
The energy that the other end of energy output channel 34 passes through the haulage drift 32 of mine and courtyard 31 to export transport vehicle 33 with the energy enters
Mouth connection, the energy rear pump 35 are connected on one section of energy output channel 34 of energy output transport vehicle 33.
It is soil horizon 40 in actual condition, below surface layer 30, is mineral deposit 39 below soil horizon 40.
In the present embodiment, as shown in Figure 1, deep-well energy reserves library system, further includes for stablizing energy warehouse
The pressure stabilizing system of pressure and the controller 36 for being controlled energy reserves process in 26, the controller 36 are arranged
At 30 top of surface layer；In conjunction with Fig. 2 and Figure 16, it is provided through Strengthening Roof 3 in the Strengthening Roof 3 and enters energy reserves library
Pressure-equalizing pipe mouthpiece 8 in 26 and pressure pipe 10 are provided with pressure-control valve 9, institute on the pressure-equalizing pipe mouthpiece 8
It states and is connected with pressure sensor 12 on pressure pipe 10, the pressure sensor 12 passes through the haulage drift 32 and courtyard across mine
31 signal wire is connect with the input terminal of controller 36, and the pressure-control valve 9 passes through the haulage drift 32 and day across mine
The signal wire of well 31 is connect with the output end of controller 36；
As shown in Figure 1, the pressure stabilizing system includes pressure-equalizing pipe 37 and is arranged the voltage stabilizing at the top of surface layer 30
Device 38, in conjunction with Figure 15, the stable-pressure device 38 includes compressor set 38-1, compensator 38-2 and high pressure tank 38-3, institute
The pressure balance interface for stating compensator 38-2 is connect with one end of pressure-equalizing pipe 37, and the other end of the pressure-equalizing pipe 37 is worn
The courtyard 31 and haulage drift 32 for crossing mine are connect with pressure-equalizing pipe mouthpiece 8, and the gas outlet of the compensator 38-2 passes through
First gas delivery pipe 38-4 and the first electric controlled regulating valve 38-5 and compressor set being connected on first gas delivery pipe 38-4
The air inlet of 38-1 connects, and the gas outlet of the compressor set 38-1 is by second gas delivery pipe 38-6 and is connected to second
The air inlet of First Heat Exchanger 38-7 and the second electric controlled regulating valve 38-8 and high pressure tank 38-3 on air shooter 38-6
Connection, the gas outlet of the high pressure tank 38-3 by third gas delivery pipe 38-9 and is connected to third gas delivery pipe
The air inlet of throttle valve 38-12, the second heat exchanger 38-10 and third electric controlled regulating valve 38-11 and compensator 38-2 on 38-9
Connection；
In conjunction with Figure 16, the first electric controlled regulating valve 38-5, the second electric controlled regulating valve 38-8, third electric controlled regulating valve 38-
11, compressor set 38-1, energy front pump 29 and energy rear pump 35 are connect with the output end of controller 36；The energy is defeated
Enter control valve 6 and energy output control valve 7 by the signal wire and controller of haulage drift 32 and courtyard 31 across mine
36 output end connection.
When it is implemented, the pressure stabilizing system is balanced the internal pressure in energy reserves library the specific mistake of control
Cheng Wei：First, 36 control pressure control valve 9 of controller is opened, and pressure sensor 12 carries out the pressure in energy reserves library 26
It detects in real time and exports the signal detected to controller 36；Then, controller 36 is by received energy reserves library 26
Interior detection pressure is compared with preset pressure threshold range limit and lower limit pair, when the detection pressure in energy reserves library 26
Power be higher than pressure threshold range limit when, controller 36 control the first electric controlled regulating valve 38-5 and the second electric controlled regulating valve 38-8 by
Step is opened, and third electric controlled regulating valve 38-11 is closed, and compressor set 38-1 starts, and compressor set 38-1 will be in pressure-equalizing pipe 37
Gas extract and be compressed into high pressure gas out, after First Heat Exchanger 38-7 cooling, stored into high pressure tank 38-3
Come, reduces the pressure in pressure-equalizing pipe 37, and then by the pressure reduction in energy warehouse 26 to preset pressure threshold
It is worth in range；When the detection pressure in energy reserves library 26 is less than pressure threshold range limit, first electricity of the control of controller 36
Control regulation valve 38-5 and the second electric controlled regulating valve 38-8 are closed, and third electric controlled regulating valve 38-11 is gradually opened, throttle valve 38-12
It opens, the gas in high pressure tank 38-3 is after reducing pressure by regulating flow, after the second heat exchanger 38-10 heat temperature raisings, into flat
Weigh tank 38-2, improves the pressure in pressure-equalizing pipe 37, and then the pressure in energy warehouse 26 is improved to preset
Within the scope of pressure threshold；When the detection pressure in energy reserves library 26 is within the scope of pressure threshold, the control of controller 36 first
Electric controlled regulating valve 38-5, the second electric controlled regulating valve 38-8, third electric controlled regulating valve 38-11 and throttle valve 38-12 are turned off, compression
Unit 38-1 is closed.
In the present embodiment, as shown in Fig. 2 and Figure 16, it is provided through Strengthening Roof 3 in the Strengthening Roof 3 and enters the energy
Temperature pipe 11, described take is taken to be connected with temperature sensor 13 on temperature pipe 11 in warehouse 26, the temperature sensor 13 is logical
It crosses and is connect with the input terminal of controller 36 across the haulage drift 32 of mine and the signal wire of courtyard 31.
In the present embodiment, as shown in figure 16, the controller 36 includes PLC module 36-1 and connects with PLC module 36-1
The output of touch LCD screen 36-2, the PLC module 36-1 be terminated with for the power on/off to compressor set 38-1
The first relay 36-3 for being controlled, the second relay 36-4 controlled for the power on/off to energy front pump 29 and
For the third relay 36-5 that the power on/off to energy rear pump 35 is controlled, the pressure sensor 12 is by passing through mine
The haulage drift 32 of well and the signal wire of courtyard 31 are connect with the input terminal of PLC module 36-1, and the temperature sensor 13 passes through
It is connect with the input terminal of PLC module 36-1 across the haulage drift 32 of mine and the signal wire of courtyard 31, the pressure-control valve
9, energy input control valve 6 and energy output control valve 7 pass through the signal wire of haulage drift 32 and courtyard 31 across mine
It is connect with the output end of PLC module 36-1, the contactor in the current supply circuit of the compressor set 38-1 and the first relay 36-
3 output end connects, and the sending end of contactor and the second relay 36-4 in the current supply circuit of the energy front pump 29 connects
It connects, the contactor in the current supply circuit of the energy rear pump 35 is connect with the output end of third relay 36-5.
In the present embodiment, as shown with 7, reinforcing rib 3-3 is embedded in the roof reinforcement material layer 3-2.When it is implemented,
The reinforcing rib 3-3 is Steel material reinforcing rib can enhance the intensity of Strengthening Roof 3, Neng Goufang by the way that reinforcing rib 3-3 is arranged
The only inbreak of Strengthening Roof 3 ensures the safety of energy warehouse.
In the present embodiment, as shown in Figure 3 and Figure 4, the bottom reinforces filling layer 1-2's and base impervious filling layer 1-3
Recess forms the collecting pit 1-4 for being located at bottom in warehouse to bottom side downwards, and the energy output channel mouthpiece 5 stretches into
In collecting pit 1-4.
In the present embodiment, as depicted in figure 8, the structure that the bottom connection anchor pole 14 connects anchor pole 15 with middle part is identical and wraps
Casing 14-1 is included, the interior anchor bar body 14-2 of the one end casing 14-1 is threaded in and is threaded in the outer of the casing 14-1 other ends
Anchor bar body 14-3, the interior anchor bar body 14-2 are not provided with external screw thread with the one end connecting casing 14-1 and are threaded with nut
14-4, be provided between the ends the nut 14-4 and interior anchor bar body 14-2 clamping plate 14-5, the outer anchor bar body 14-3 not with set
One end end of pipe 14-1 connections carries anchor head 14-6.
The construction method of the deep-well energy reserves library system of the present invention, includes the following steps：
Step 1: under deep-well energy reserves library 26 structure, detailed process is：
Step 101, before being filled to mine goaf, using the prefabricated prefabricated structure in warehouse bottom of warehouse bottom die
Part, in warehouse bottom, the spill interface for connecting prefabricated components in the middle part of warehouse is arranged in the top of prefabricated components, and is storing up
The surrounding of standby bottom storehouse portion prefabricated components and bottom connection bottom connect anchor pole 14；
In the present embodiment, as shown in figure 8, bottom connection anchor pole 14 includes casing 14-1, is threaded in casing 14-
The interior anchor bar body 14-2 of 1 one end and the outer anchor bar body 14-3 for being threaded in the casing 14-1 other ends, the interior anchor bar body 14-2
The one end connecting casing 14-1 is not provided with external screw thread and is threaded with nut 14-4, the ends the nut 14-4 and interior anchor
Clamping plate 14-5 is provided between body of rod 14-2, one end end that the outer anchor bar body 14-3 is not connect with casing 14-1 carries anchor head
14-6；
In the present embodiment, as shown in Figure 9 and Figure 10, warehouse bottom die described in step 101 includes by polylith arc
The base circle external mold 23-1 and the base circle internal model being sleeved on inside base circle external mold 23-1 that plate is spliced to form, the bottom
Portion's annular internal model includes the base circle inner frame being spliced to form by being provided with the arc panel of the boss outwardly protruded at the top of polylith
Frame 23-2, and bottom base panel 23-3 and collecting pit bottom plate 23-4 in the bottoms base circle internal model frame 23-2 are set, it is described
The installation position of collecting pit bottom plate 23-4 is less than the installation position of bottom base panel 23-3, and the collecting pit bottom plate 23-4 passes through connection
Plate 23-5 is connect with bottom base panel 23-3, and multiple external mold boltholes, the bottom are provided on the base circle external mold 23-1
Be provided on annular internal model frame 23-2 it is multiple respectively with the matched internal model bolthole in the position of multiple external mold boltholes, it is described
It is both provided with multiple internal model boltholes on bottom base panel 23-3 and collecting pit bottom plate 23-4；The base circle external mold 23-1 and bottom
Portion annular internal model frame 23-2 is all made of assembly form, facilitates form removal；
The prefabricated warehouse bottom prefabricated components of warehouse bottom die are used described in step 101, it is pre- in warehouse bottom
Spill interface of the top setting of component processed for connecting prefabricated components in the middle part of warehouse, and in warehouse bottom prefabricated components
Surrounding and the detailed process of bottom connection bottom connection anchor pole 14 are：
Step 10101, after spreading diaphragm on the ground, it is the assembly of warehouse bottom die is good and be uprightly placed on diaphragm
On；
Bottom 14 middle sleeve 14-1 of connection anchor pole is passed through the outer anchor on base circle external mold 23-1 by step 10102, first
Interior bolthole in rod aperture and base circle internal model frame 23-2, and make the one end of casing 14-1 for connecting interior anchor bar body 14-2
End face is concordant with the internal face of base circle internal model 23-2, make casing 14-1 for connect one end end face of outer anchor bar body 14-3 with
The outside wall surface of base circle external mold 23-1 is concordant；Then, bottom 14 middle sleeve 14-1 of connection anchor pole is passed through into bottom base panel 23-3
With the interior bolthole on collecting pit bottom plate 23-4, and make casing 14-1 for connecting one end end face and bottom of interior anchor bar body 14-2
Bottom plate 23-3 is concordant with the internal face of collecting pit bottom plate 23-4, makes one end end faces of the casing 14-1 for connecting outer anchor bar body 14-3
It drops down onto on diaphragm on the ground；
Reinforcement material is poured in step 10103, the gap between base circle external mold 23-1 and base circle internal model, directly
The height of warehouse bottom die is reached to height is poured；
When it is implemented, the reinforcement material is mining reinforcing filler.
Step 10104, after reinforcing material solidification, remove warehouse bottom die；
Step 10105 screws in the threaded one end of interior anchor bar body 14-2 in casing 14-1, until interior anchor bar body 14-2 another
The length at end is just enough to connecting cleat 14-5 and nut 14-4, clamping plate 14-5 is covered on interior anchor bar body 14-2, attaching nut 14-
It 4 and locks；
Step 10106, the internal spray impervious material in reinforcement material, keep impervious material upper end prefabricated to warehouse bottom
The bottom of the spill interface of component, and make impervious material that nut 14-4 be completely covered, base impervious filling layer 1-3 is formed, and right
Base impervious filling layer 1-3 is polished and repairing treatment, it is ensured that surfacing and flawless；
When it is implemented, the impervious material is clay, sandy loam, bentonite etc..
Step 10107, after impervious material solidification after, by outer anchor bar body 14-3 not with anchor head 14-6 one end screw in casing
14-1 forms the prefabricated bottom prefabricated components of storage cavern；
As shown in figure 4, the spill interface internal diameter of warehouse bottom part body prefabricated components is Dj, base impervious filling layer 1-3
Inner diameter is Di,f；
Step 102 fills mine goaf from top to bottom using traditional filler, until filling thickness reaches bottom biography
The bottom thickness of system filling layer 1-1；Such as the h in Fig. 31；
When it is implemented, the tradition filler is the barren rock selected according to mine physical condition, tailings, river sand, sea
The natures such as sand, rod milling sand, microlith or the industrial wastes such as manual sandstone and flyash, tailings, clinker.
Step 103, when traditional filler is tentatively bonded to the degree that can be supported oneself, by warehouse bottom prefabricated components
It is placed at oil-gas storage cavern design position, and will be inserted into positioned at the bottom of warehouse bottom prefabricated components bottom connection anchor pole 14
In traditional filler；
Step 104 is filled using traditional filler around the prefabricated components of warehouse bottom, until packed height reaches
The height of warehouse bottom prefabricated components forms bottom tradition filling layer 1-1；
Step 105 waits for that bottom tradition filling layer 1-1 and warehouse bottom prefabricated components consolidate to form warehouse bottom member
After 1, the wooden cover board 16 in 1 top cover of warehouse bottom member continues mining；In warehouse bottom part body component
Wooden cover board 16 in 1 top cover can prevent ore from falling the energy reserves library space formed into warehouse bottom part body component 1
In, as shown in Figure 3；
Step 106, using prefabricated components in the middle part of the prefabricated warehouse of mold in the middle part of warehouse, the prefabricated components in the middle part of warehouse
Convex interface of the bottom setting for connecting prefabricated components in the middle part of warehouse bottom prefabricated components or warehouse, in warehouse
The top setting of portion's prefabricated components is being laid in for connecting prefabricated components or the spill interface of Strengthening Roof 3 in the middle part of warehouse
The surrounding of prefabricated components and bottom connection middle part connect anchor pole 15 in the middle part of library；
In the present embodiment, as shown in figure 8, middle part connection anchor pole 15 includes casing 14-1, is threaded in casing 14-
The interior anchor bar body 14-2 of 1 one end and the outer anchor bar body 14-3 for being threaded in the casing 14-1 other ends, the interior anchor bar body 14-2
The one end connecting casing 14-1 is not provided with external screw thread and is threaded with nut 14-4, the ends the nut 14-4 and interior anchor
Clamping plate 14-5 is provided between body of rod 14-2, one end end that the outer anchor bar body 14-3 is not connect with casing 14-1 carries anchor head
14-6；
As is illustrated by figs. 11 and 12, mold includes being provided with inwardly by polylith bottom in the middle part of warehouse described in step 106
It middle part annular external mold 24-1 that the arc panel of the boss of protrusion is spliced to form and is sleeved on inside the annular external mold 24-1 in middle part
Portion annular internal model 24-2, the middle part annular internal model 24-2 are spliced by the arc panel for being provided with the boss outwardly protruded at the top of polylith
It constitutes, is provided with multiple external mold boltholes on the middle part annular external mold 24-1, is provided on the middle part annular internal model 24-2
It is multiple respectively with the matched internal model bolthole in the position of multiple external mold boltholes；The middle part annular external mold 24-1 and middle part ring
Shape internal model 24-2 is all made of assembly form, facilitates form removal；
It is pre- in the middle part of warehouse using prefabricated components in the middle part of the prefabricated warehouse of mold in the middle part of warehouse described in step 106
Convex interface of the bottom setting of component processed for connecting prefabricated components in the middle part of warehouse bottom prefabricated components or warehouse, is being stored up
Spill interface of the top setting of prefabricated components for connecting warehouse middle part prefabricated components or Strengthening Roof 3 in the middle part of standby library, and
The detailed process of connection anchor pole 15 is in the middle part of the surrounding of prefabricated components and bottom connection in the middle part of the warehouse：
Step A, mold assembly in the middle part of warehouse is good and be uprightly placed on diaphragm after spreading diaphragm on the ground；
Step B, by middle part connection anchor pole 15 middle sleeve 14-1 pass through outer bolthole on the annular external mold 24-1 of middle part and in
Interior bolthole on portion annular internal model 24-2, and make one end end faces and middle part ring of the casing 14-1 for connecting interior anchor bar body 14-2
The internal face of shape internal model 24-2 is concordant, makes one end end faces and middle part annular external mold of the casing 14-1 for connecting outer anchor bar body 14-3
The outside wall surface of 24-1 is concordant；
Step C, reinforcement material is poured in the gap between middle part annular external mold 24-1 and middle part annular internal model 24-2, directly
To the height for pouring height and having reached mold in the middle part of warehouse；
When it is implemented, the reinforcement material is mining reinforcing filler.
Step D, after reinforcing material solidification, mold in the middle part of warehouse is removed；
Step E, the threaded one end of interior anchor bar body 14-2 is screwed in casing 14-1, until the interior anchor bar body 14-2 other ends
Length is just enough to connecting cleat 14-5 and nut 14-4, clamping plate 14-5 is covered on interior anchor bar body 14-2, attaching nut 14-4 is simultaneously
Locking；
Step F, in the internal spray impervious material of reinforcement material, make prefabricated components in the middle part of impervious material upper end to warehouse
Spill interface bottom, and impervious material is made to be completely covered nut 14-4, forms middle part antiseepage filling layer 2-3, and to middle part
Antiseepage filling layer 2-3 is polished and repairing treatment, it is ensured that surfacing and flawless；
When it is implemented, the impervious material is clay, sandy loam, bentonite etc..
Step G, after impervious material solidification, outer anchor bar body 14-3 is screwed in into casing 14- not with one end of anchor head 14-6
1, form the prefabricated middle part prefabricated components of storage cavern.
As shown in Figure 5 and Figure 6, the outer diameter of the convex interface of the prefabricated middle part prefabricated components of storage cavern is Dj, the prefabricated middle part of storage cavern
The internal diameter of the spill interface of prefabricated components is Dj, antiseepage filling layer 2-3 inner diameters in middle part are Di,f；
Step 107 when being filled to carrying out the mine goaf that is newly formed of mining, first, is opened to cover and laid in
The wooden cover board 16 at the top of library bottom member 1 smears gelling at the top of the prefabricated components of warehouse bottom on spill interface inner surface
Material, and cementitious material is smeared on the bottom convex interface outer surface of prefabricated components in the middle part of the warehouse, it then, will be in warehouse
The bottom convex interface of portion's prefabricated components is docked with spill interface at the top of the prefabricated components of warehouse bottom, will be prefabricated in the middle part of warehouse
Component is bonded as one with warehouse bottom prefabricated components；
Step 108, first, the bottom convex interface of prefabricated components and warehouse bottom prefabricated components top in the middle part of warehouse
Bolthole is bored from inside to outside in the overlapping region of portion's spill interface；Then, interface connection anchor pole 22 is penetrated in bolthole, connection storage
The bottom convex interface section of prefabricated components and spill interface section at the top of the prefabricated components of warehouse bottom in the middle part of standby library；Finally,
The middle part antiseepage filling layer 2-3 being destroyed when bolthole is bored in injection impervious material reparation；
When it is implemented, as shown in figure 8, the structure of interface connection anchor pole 22 connect anchor pole 14 with bottom and middle part connects
The structure for connecing anchor pole 15 is identical and include casing 14-1, be threaded in the interior anchor bar body 14-2 and screw thread of the one end casing 14-1
It is connected to the outer anchor bar body 14-3 of the casing 14-1 other ends, one end setting that the interior anchor bar body 14-2 is not connect with casing 14-1
There is external screw thread and be threaded with nut 14-4, clamping plate 14- is provided between the ends the nut 14-4 and interior anchor bar body 14-2
5, one end end that the outer anchor bar body 14-3 is not connect with casing 14-1 carries anchor head 14-6.Specifically, interface is connected
It is after connecting interior anchor bar body 14-2 with casing 14-1 with outer anchor bar body 14-3, by outer anchor pole when anchor pole 22 is penetrated in bolthole
The one end of body 14-3 with anchor head 14-6 penetrates in bolthole first, and interior anchor bar body 14-2 is made to expose the partial-length of bolthole just
Connecting cleat 14-5 and nut 14-4 is reached well, and after connecting clamping plate 14-5 and nut 14-4, anchor pole is bored in injection impervious material reparation
The middle part antiseepage filling layer 2-3 being destroyed when hole.
Step 109 is filled in the middle part of the warehouse using traditional filler around prefabricated components, until packed height reaches
The height of prefabricated components in the middle part of warehouse forms the traditional filling layer 2-1 in middle part；
Step 1010 waits for that prefabricated components consolidate to form structure in the middle part of warehouse in the middle part of middle part tradition filling layer 2-1 and warehouse
After part 2, the wooden cover board 16 in 2 top cover of warehouse middle member continues mining；The structure in the middle part of warehouse main body
Wooden cover board 16 in 2 top cover of part can prevent ore from falling the energy reserves library formed into warehouse main body middle member 2 empty
Between in；
Step 1011, using prefabricated components in the middle part of the prefabricated warehouse of mold in the middle part of warehouse, the prefabricated structure in the middle part of warehouse
Convex interface of the bottom setting of part for connecting prefabricated components in the middle part of warehouse bottom prefabricated components or warehouse, in warehouse
The top setting of middle part prefabricated components is being stored up for connecting prefabricated components or the spill interface of Strengthening Roof 3 in the middle part of warehouse
The surrounding of prefabricated components and bottom connection middle part connect anchor pole 15 in the middle part of standby library；
In the present embodiment, as is illustrated by figs. 11 and 12, mold includes by polylith bottom in the middle part of warehouse described in step 1011
Portion is provided with the middle part annular external mold 24-1 that the arc panel of inwardly projecting boss is spliced to form and is sleeved on the annular external mold in middle part
Middle part annular internal model 24-2 inside 24-1, the middle part annular internal model 24-2 at the top of polylith by being provided with the boss outwardly protruded
Arc panel be spliced to form, multiple external mold boltholes, the middle part annular internal model are provided on the middle part annular external mold 24-1
Be provided on 24-2 it is multiple respectively with the matched internal model bolthole in the position of multiple external mold boltholes；The middle part annular external mold
24-1 and middle part annular internal model 24-2 are all made of assembly form, facilitate form removal；
It is pre- in the middle part of warehouse using prefabricated components in the middle part of the prefabricated warehouse of mold in the middle part of warehouse described in step 1011
Convex interface of the bottom setting of component processed for connecting prefabricated components in the middle part of warehouse bottom prefabricated components or warehouse, is being stored up
Spill interface of the top setting of prefabricated components for connecting warehouse middle part prefabricated components or Strengthening Roof 3 in the middle part of standby library, and
The detailed process of connection anchor pole 15 is in the middle part of the surrounding of prefabricated components and bottom connection in the middle part of the warehouse：
Step A, mold assembly in the middle part of warehouse is good and be uprightly placed on diaphragm after spreading diaphragm on the ground；
Step B, by middle part connection anchor pole 15 middle sleeve 14-1 pass through outer bolthole on the annular external mold 24-1 of middle part and in
Interior bolthole on portion annular internal model 24-2, and make one end end faces and middle part ring of the casing 14-1 for connecting interior anchor bar body 14-2
The internal face of shape internal model 24-2 is concordant, makes one end end faces and middle part annular external mold of the casing 14-1 for connecting outer anchor bar body 14-3
The outside wall surface of 24-1 is concordant；
Step C, reinforcement material is poured in the gap between middle part annular external mold 24-1 and middle part annular internal model 24-2, directly
To the height for pouring height and having reached mold in the middle part of warehouse；
When it is implemented, the reinforcement material is mining reinforcing filler.
Step D, after reinforcing material solidification, mold in the middle part of warehouse is removed；
Step E, the threaded one end of interior anchor bar body 14-2 is screwed in casing 14-1, until the interior anchor bar body 14-2 other ends
Length is just enough to connecting cleat 14-5 and nut 14-4, clamping plate 14-5 is covered on interior anchor bar body 14-2, attaching nut 14-4 is simultaneously
Locking；
Step F, in the internal spray impervious material of reinforcement material, make prefabricated components in the middle part of impervious material upper end to warehouse
Spill interface bottom, and impervious material is made to be completely covered nut 14-4, forms middle part antiseepage filling layer 2-3, and to middle part
Antiseepage filling layer 2-3 is polished and repairing treatment, it is ensured that surfacing and flawless；
When it is implemented, the impervious material is clay, sandy loam, bentonite etc..
Step G, after impervious material solidification, outer anchor bar body 14-3 is screwed in into casing 14- not with one end of anchor head 14-6
1, form the prefabricated middle part prefabricated components of storage cavern.
As shown in Figure 5 and Figure 6, the outer diameter of the convex interface of the prefabricated middle part prefabricated components of storage cavern is Dj, the prefabricated middle part of storage cavern
The internal diameter of the spill interface of prefabricated components is Dj, antiseepage filling layer 2-3 inner diameters in middle part are Di,f；
Step 1012 when being filled to carrying out the mine goaf that is newly formed of mining, first, is opened to cover and laid in
The wooden cover board 16 at the top of library middle member 2, spill connects at the top of prefabricated components in the middle part of the warehouse after opening wooden cover board 16
It smears cementitious material on mouthful inner surface, and is applied on the bottom convex interface outer surface of prefabricated components in the middle part of the new prefabricated warehouse
Daub gel material, then, by the bottom convex interface of prefabricated components in the middle part of new prefabricated warehouse and after opening wooden cover board 16
Warehouse bottom prefabricated components at the top of the docking of spill interface, by prefabricated components in the middle part of new prefabricated warehouse and open wooden lid
Prefabricated components are bonded as one in the middle part of warehouse after plate 16；
Step 1013, first the bottom convex interface of prefabricated components and opens wooden lid in the middle part of new prefabricated warehouse
Bolthole is bored in the overlapping region of spill interface from inside to outside at the top of prefabricated components in the middle part of warehouse after plate 16；Then, by interface
Connection anchor pole 22 penetrates in bolthole, in the middle part of the new prefabricated warehouse of connection the bottom convex interface section of prefabricated components with open
Spill interface section at the top of warehouse bottom prefabricated components after wooden cover board 16；Finally, anchor pole is bored in injection impervious material reparation
The middle part antiseepage filling layer 2-3 being destroyed when hole；
When it is implemented, as shown in figure 8, the structure of interface connection anchor pole 22 connect anchor pole 14 with bottom and middle part connects
The structure for connecing anchor pole 15 is identical and include casing 14-1, be threaded in the interior anchor bar body 14-2 and screw thread of the one end casing 14-1
It is connected to the outer anchor bar body 14-3 of the casing 14-1 other ends, one end setting that the interior anchor bar body 14-2 is not connect with casing 14-1
There is external screw thread and be threaded with nut 14-4, clamping plate 14- is provided between the ends the nut 14-4 and interior anchor bar body 14-2
5, one end end that the outer anchor bar body 14-3 is not connect with casing 14-1 carries anchor head 14-6.Specifically, interface is connected
It is after connecting interior anchor bar body 14-2 with casing 14-1 with outer anchor bar body 14-3, by outer anchor pole when anchor pole 22 is penetrated in bolthole
The one end of body 14-3 with anchor head 14-6 penetrates in bolthole first, and interior anchor bar body 14-2 is made to expose the partial-length of bolthole just
Connecting cleat 14-5 and nut 14-4 is reached well, and after connecting clamping plate 14-5 and nut 14-4, anchor pole is bored in injection impervious material reparation
The middle part antiseepage filling layer 2-3 being destroyed when hole.
Step 1014 is filled in the middle part of the new prefabricated warehouse using traditional filler around prefabricated components, until filling
Raising degree has reached the height of prefabricated components in the middle part of new prefabricated warehouse, forms the new traditional filling layer 2-1 in one layer of middle part；
Step 1015 waits for that one layer of new middle part tradition filling layer 2-1 is consolidated with prefabricated components in the middle part of new prefabricated warehouse
After forming one layer of new warehouse middle member 2, the wooden cover board 16 in one layer of new 2 top cover of warehouse middle member, after
It is continuous to carry out mining；The wooden cover board 16 in one layer of new 2 top cover of warehouse main body middle member, can prevent ore from falling
It drops into the energy reserves library space of the formation of warehouse main body middle member 2；
Step 1016 repeats step 1011 to step 1015, until the top for the mineral deposit layering exploited；
Step 1017, using 25 prefabricated reinforced top plate 3 of Strengthening Roof mold, and in prefabricated reinforced top plate 3 reinforce push up
It is reserved that energy input channel mouthpiece preformed hole 17, energy output channel mouthpiece preformed hole 18, pressure-equalizing pipe are set on plate 3
Hole 19, pressure pipe preformed hole 20 and take temperature pipe preformed hole 21；
In the present embodiment, as shown in Figure 13 and Figure 14, Strengthening Roof mold described in step 1,017 25 is set by polylith bottom
The arc panel for being equipped with inwardly projecting boss is spliced to form, 25 bottom of Strengthening Roof mold inwardly projecting one section for for
The molding molds of top impervious material layer 3-1, not inwardly projecting one section in the top of the Strengthening Roof mold 25 is for top
The molding molds of reinforcement material layer 3-2；
25 prefabricated reinforced top plate 3 of Strengthening Roof mold is used in step 1017, and is reinforcing top in prefabricated reinforced top plate 3
Energy input channel mouthpiece preformed hole 17, energy output channel mouthpiece preformed hole 18, pressure balance interface tube are set on plate 3
Pipe preformed hole 19, pressure pipe preformed hole 20 and the detailed process of temperature pipe preformed hole 21 is taken to be：
Step 101701 after spreading diaphragm on the ground, 25 assembly of Strengthening Roof mold is got well and is uprightly placed on diaphragm
On；
Step 101702 pours impervious material in Strengthening Roof mold 25, and during pouring impervious material, inserts
Enter the septate energy input channel mouthpiece preformed hole formed pipe of external package, the external septate energy output channel of package
Mouthpiece preformed hole formed pipe, it is external wrap up septate pressure-equalizing pipe mouthpiece preformed hole formed pipe, outside be enclosed with every
The pressure pipe preformed hole formed pipe of film and external package is septate takes temperature pipe preformed hole formed pipe, pour impervious material until
The upper surface of impervious material reaches one section of inwardly projecting top surface flush of 25 bottoms of Strengthening Roof mold；
When it is implemented, the impervious material is clay, sandy loam, bentonite etc..
Step 101703, after impervious material tentatively solidification after, reinforcement material is poured in Strengthening Roof mold 25, and pouring
During building reinforcement material, reinforcing rib 3-3 is added, pours reinforcement material until the upper surface of reinforcement material reaches Strengthening Roof
25 top of mold；
When it is implemented, the reinforcement material is mining reinforcing filler.
Step 101704, after reinforcing material solidification, take out that external to wrap up septate energy input channel mouthpiece pre-
Box out formed pipe, external wrap up septate energy output channel mouthpiece preformed hole formed pipe, external wrap up septate pressure
Dynamic balance interface tube pipe preformed hole formed pipe, the septate pressure pipe preformed hole formed pipe of external package and outside are enclosed with diaphragm
Take temperature pipe preformed hole formed pipe, it is reserved to form energy input channel mouthpiece preformed hole 17, energy output channel mouthpiece
Hole 18, pressure-equalizing pipe mouthpiece preformed hole 19, pressure pipe preformed hole 20 and take temperature pipe preformed hole 21；
Step 101705 removes Strengthening Roof mold 25.
Step 1018, first is opened the wooden cover board 16 covered at 2 top of warehouse middle member of top, is most being pushed up
In the middle part of the warehouse of layer cementitious material is smeared on spill interface inner surface at the top of prefabricated components；Then, Strengthening Roof 3 is positioned over
In the middle part of the warehouse of top at the top of prefabricated components in spill interface, and use cementitious material by Strengthening Roof 3 and top
Prefabricated components are connected as one in the middle part of warehouse；
Step 1019 is inserted into energy input channel mouthpiece 4 in energy input channel mouthpiece preformed hole 17, in the energy
Energy output channel mouthpiece 5 is inserted into output channel mouthpiece preformed hole 18；When it is implemented, by energy output channel interface
Pipe 5 stretches into collecting pit 1-4；
Step 1020 is poured in gap of the energy input channel mouthpiece 4 with energy input channel mouthpiece preformed hole 17
Cementitious material is built, energy input channel mouthpiece 4 is connected as one with Strengthening Roof 3；And in energy output channel mouthpiece 5
Cementitious material is poured in the gap of energy output channel mouthpiece preformed hole 18, by energy output channel mouthpiece 5 and reinforcing
Top plate 3 is connected as one；
Step 1021 connects energy input control valve 6 on energy input channel mouthpiece 4, is connect in energy output channel
Connection energy output control valve 7 on mouth pipe 5；
Step 1022, first is inserted into pressure-equalizing pipe 8 in pressure-equalizing pipe preformed hole 19, and on pressure-equalizing pipe 8
Connect pressure-control valve 9；Then cementitious material is poured in the gap of pressure-equalizing pipe 8 and pressure-equalizing pipe preformed hole 19, it will
Pressure-equalizing pipe 8 is connected as one with Strengthening Roof 3；
Step 1023, first is inserted into pressure pipe 10 in pressure pipe preformed hole 20, and connects pressure on pressure pipe 10 and pass
Sensor 12；Temperature pipe 11 is taken taking to be inserted into temperature pipe preformed hole 21, and connects temperature sensor 13 on taking temperature pipe 11；So
Afterwards, cementitious material is poured in the gap of pressure pipe 10 and pressure pipe preformed hole 20, pressure pipe 10 and Strengthening Roof 3 is connected as
One；Cementitious material is poured in the gap for taking temperature pipe 11 and taking temperature pipe preformed hole 21, temperature pipe 11 will be taken and reinforces top
Plate 3 is connected as one；
Step 2: connection energy reserves library 26, energy delivery system, pressure stabilizing system and controller, detailed process are：
Step 201, the foundation construction at the position of the courtyard 31 of the close mine in 30 top of surface layer, by energy front pump
29, on the basis of energy rear pump 35, stable-pressure device 38 and controller 36 are fixed on；
One end of energy input channel 28 is connect by step 202 with the energy exportation on energy input transport vehicle 27, will
The other end of source input channel 28 passes through the courtyard 31 of mine and haulage drift 32 to be connect with energy input channel mouthpiece 4, and
Energy front pump 29 is connected on one section of energy input channel 28 that the energy inputs transport vehicle 27；By energy input control
Valve 6 across the haulage drift 32 of mine and the signal wire of courtyard 31 with the output end of controller 36 by connecting；
One end of energy output channel 34 is connect by step 203 with energy output channel mouthpiece 5, by energy efferent duct
The energy source inlet that the other end in road 34 passes through the haulage drift 32 of mine and courtyard 31 to export transport vehicle 33 with the energy is connect, and will
Energy rear pump 35 is connected on one section of energy output channel 34 of energy output transport vehicle 33；By energy output control valve
7 across the haulage drift 32 of mine and the signal wire of courtyard 31 with the output end of controller 36 by connecting；
One end of pressure-equalizing pipe 37 is connect by step 204 with the pressure balance interface of compensator 38-2, by pressure balance
The other end of pipe 37 passes through the courtyard 31 of mine and haulage drift 32 to be connect with pressure-equalizing pipe mouthpiece 8；
Pressure sensor 12 is passed through signal wire and the control of haulage drift 32 and courtyard 31 across mine by step 205
The input terminal of device 36 connects, and temperature sensor 13 is passed through signal wire and the control of haulage drift 32 and courtyard 31 across mine
The input terminal of device 36 connects, and pressure-control valve 9 is passed through signal wire and the control of haulage drift 32 and courtyard 31 across mine
The output end of device 36 connects；
Step 206, by the first electric controlled regulating valve 38-5, the second electric controlled regulating valve 38-8, third electric controlled regulating valve 38-11,
Compressor set 38-1, energy front pump 29 and energy rear pump 35 are connect with the output end of controller 36 respectively.
When it is implemented, the energy input channel 28, energy output channel 34 and pressure-equalizing pipe 37 are each attached to mine
On the courtyard 31 of well and the side wall of haulage drift 32.
The above is only presently preferred embodiments of the present invention, is not imposed any restrictions to the present invention, every according to the present invention
Technical spirit changes any simple modification, change and equivalent structure made by above example, still falls within skill of the present invention
In the protection domain of art scheme.
Claims (10)
1. a kind of deep-well energy reserves library system, it is characterised in that：Including the energy reserves library (26) being arranged under deep-well and use
In will be to be laid in energy delivery to energy reserves library (26) in or from energy reserves library (26) by the energy of deposit output
Energy delivery system；
The energy reserves library (26) includes structure in the middle part of warehouse bottom member (1) and Strengthening Roof (3) and one layer of warehouse
The warehouse middle member (2) that part (2) or multilayer are fixedly connected up and down, is located at the bottom of the warehouse middle member (2) of the bottom
It is fixedly connected at the top of portion and warehouse bottom member (1), the Strengthening Roof (3) is fixedly connected on the deposit positioned at top
The top of library middle member (2)；The warehouse bottom member (1) includes the warehouse bottom for surrounding oil and gas reserve space
Prefabricated components and the bottom tradition filling layer (1-1) in warehouse bottom prefabricated components periphery is set, the warehouse bottom is pre-
Component processed includes that bottom reinforces filling layer (1-2) and the base impervious filling layer internal in bottom reinforcing filling layer (1-2) is arranged
(1-3), the base impervious filling layer (1-3), bottom reinforce the surrounding of filling layer (1-2) and bottom tradition filling layer (1-1)
And bottom connects anchor pole (14) by bottom and is fixedly connected；The warehouse middle member (2) includes for surrounding oil and gas reserve
Prefabricated components and the middle part tradition filling layer (2-1) that prefabricated components periphery is set in the middle part of warehouse in the middle part of the warehouse in space,
Prefabricated components include that middle part reinforces filling layer (2-2) and setting in middle part reinforcing filling layer (2-2) inside in the middle part of the warehouse
Middle part antiseepage filling layer (2-3), the middle part antiseepage filling layer (2-3), middle part reinforce filling layer (2-2) and middle part tradition fill
The surrounding of packing course (2-1) and bottom connect anchor pole (15) by middle part and are fixedly connected；The Strengthening Roof (3) includes from top to bottom
The top impervious material layer (3-1) and roof reinforcement material layer (3-2) set gradually；It is provided with and wears on the Strengthening Roof (3)
Strengthening Roof (3) is crossed into the energy input channel mouthpiece (4) and energy output channel mouthpiece in energy reserves library (26)
(5), energy input control valve (6), the energy output channel mouthpiece are provided on the energy input channel mouthpiece (4)
(5) energy output control valve (7) is provided on；
The energy delivery system include for will be to be laid in energy delivery in energy reserves library (26) the energy input system
System and the energy output system for being used to export the energy of deposit from energy reserves library (26), the energy input system include
The energy inputs transport vehicle (27), energy input channel (28) and energy front pump (29), and the energy input transport vehicle (27) sets
It sets at the top of surface layer (30), one end and the energy exportation on energy input transport vehicle (27) of the energy input channel (28)
Connection, the other end of the energy input channel (28) pass through the courtyard (31) and haulage drift (32) and energy input pipe of mine
Pipeline joint pipe (4) connects, and the energy front pump (29) is connected to one section of energy input close to energy input transport vehicle (27)
On pipeline (28)；The energy output system includes energy output transport vehicle (33), energy output channel (34) and energy output
It pumps (35), the energy output transport vehicle (33) is arranged at the top of surface layer (30), one end of the energy output channel (34)
It is connect with energy output channel mouthpiece (5), the other end of the energy output channel (34) passes through the haulage drift of mine
(32) it is connect with the energy source inlet of energy output transport vehicle (33) with courtyard (31), the energy rear pump (35) is connected to close
The energy exports on one section of energy output channel (34) of transport vehicle (33).
2. a kind of deep-well energy reserves library described in accordance with the claim 1 system, it is characterised in that：Further include for stablizing the energy
The pressure stabilizing system of pressure and the controller (36) for being controlled energy reserves process, the control in warehouse (26)
Device (36) setting processed is at the top of surface layer (30)；Strengthening Roof (3) is provided through on the Strengthening Roof (3) to store up into the energy
For the pressure-equalizing pipe mouthpiece (8) and pressure pipe (10) in library (26), pressure is provided on the pressure-equalizing pipe mouthpiece (8)
Force control valve (9) is connected with pressure sensor (12) on the pressure pipe (10), and the pressure sensor (12) is by passing through mine
The haulage drift (32) of well and the signal wire of courtyard (31) are connect with the input terminal of controller (36), the pressure-control valve (9)
It is connect with the output end of controller (36) by the signal wire of haulage drift (32) and courtyard (31) across mine；
The pressure stabilizing system includes the stable-pressure device (38) of pressure-equalizing pipe (37) and setting at the top of surface layer (30), institute
It includes compressor set (38-1), compensator (38-2) and high pressure tank (38-3), the compensator to state stable-pressure device (38)
The pressure balance interface of (38-2) is connect with one end of pressure-equalizing pipe (37), and the other end of the pressure-equalizing pipe (37) passes through
The courtyard (31) and haulage drift (32) of mine are connect with pressure-equalizing pipe mouthpiece (8), the outlet of the compensator (38-2)
Mouth passes through first gas delivery pipe (38-4) and the first electric controlled regulating valve (38- being connected in first gas delivery pipe (38-4)
5) it is connect with the air inlet of compressor set (38-1), the gas outlet of the compressor set (38-1) passes through second gas delivery pipe
(38-6) and the First Heat Exchanger (38-7) and the second electric controlled regulating valve (38- being connected in second gas delivery pipe (38-6)
8) it is connect with the air inlet of high pressure tank (38-3), the gas outlet of the high pressure tank (38-3) is conveyed by third gas
Pipe (38-9) and the throttle valve (38-12) being connected in third gas delivery pipe (38-9), the second heat exchanger (38-10) and the
Three electric controlled regulating valves (38-11) are connect with the air inlet of compensator (38-2)；
First electric controlled regulating valve (38-5), the second electric controlled regulating valve (38-8), third electric controlled regulating valve (38-11), compression
Unit (38-1), energy front pump (29) and energy rear pump (35) are connect with the output end of controller (36)；The energy
Input control valve (6) and energy output control valve (7) pass through the signal of haulage drift (32) and courtyard (31) across mine
Line is connect with the output end of controller (36).
3. a kind of deep-well energy reserves library system according to claim 2, it is characterised in that：On the Strengthening Roof (3)
Be provided through Strengthening Roof (3) takes temperature pipe (11), described take to connect on temperature pipe (11) into energy reserves library (26)
It is connected to temperature sensor (13), the letter that the temperature sensor (13) passes through haulage drift (32) and courtyard (31) across mine
Number line is connect with the input terminal of controller (36).
4. a kind of deep-well energy reserves library described in accordance with the claim 3 system, it is characterised in that：The controller (36) includes
PLC module (36-1) and the touch LCD screen (36-2) to connect with PLC module (36-1), the PLC module (36-1)
Output be terminated with the first relay (36-3) controlled for the power on/off to compressor set (38-1), for the energy
The second relay (36-4) that the power on/off of front pump (29) is controlled and for the power on/off to energy rear pump (35) into
The third relay (36-5) of row control, the pressure sensor (12) pass through the haulage drift (32) and courtyard across mine
(31) signal wire is connect with the input terminal of PLC module (36-1), and the temperature sensor (13) passes through the transport across mine
The signal wire of tunnel (32) and courtyard (31) is connect with the input terminal of PLC module (36-1), the pressure-control valve (9), the energy
Input control valve (6) and energy output control valve (7) pass through the signal of haulage drift (32) and courtyard (31) across mine
Line is connect with the output end of PLC module (36-1), contactor in the current supply circuit of the compressor set (38-1) and first after
The output end of electric appliance (36-3) connects, contactor and the second relay (36- in the current supply circuit of the energy front pump (29)
4) sending end connects, the output of contactor and third relay (36-5) in the current supply circuit of the energy rear pump (35)
End connection.
5. according to a kind of deep-well energy reserves library as claimed in claim 1,2 or 3 system, it is characterised in that：The roof reinforcement
Reinforcing rib (3-3) is embedded in material layer (3-2).
6. according to a kind of deep-well energy reserves library as claimed in claim 1,2 or 3 system, it is characterised in that：The bottom reinforces
Recess forms the receipts for being located at bottom in warehouse to the bottom side of filling layer (1-2) and base impervious filling layer (1-3) downwards
Ji Chi (1-4), the energy output channel mouthpiece (5) are stretched into collecting pit (1-4).
7. according to a kind of deep-well energy reserves library as claimed in claim 1,2 or 3 system, it is characterised in that：The bottom connection
Anchor pole (14) connected with middle part anchor pole (15) structure it is identical and include casing (14-1), be threaded in casing (14-1) one
The interior anchor bar body (14-2) at end and the outer anchor bar body (14-3) for being threaded in casing (14-1) other end, the interior anchor bar body
One end that (14-2) is not connect with casing (14-1) is provided with external screw thread and is threaded with nut (14-4), the nut (14-
4) clamping plate (14-5) is provided between end and interior anchor bar body (14-2), the outer anchor bar body (14-3) does not connect with casing (14-1)
One end end connect carries anchor head (14-6).
8. a kind of a kind of construction method of deep-well energy reserves library system as claimed in claim 3, which is characterized in that this method packet
Include following steps：
Step 1: under deep-well energy reserves library (26) structure, detailed process is：
Step 101, before being filled to mine goaf, using the prefabricated warehouse bottom prefabricated components of warehouse bottom die,
In warehouse bottom, the spill interface for connecting prefabricated components in the middle part of warehouse is arranged in the top of prefabricated components, and in warehouse
The surrounding of bottom prefabricated components and bottom connection bottom connection anchor pole (14)；
Step 102 fills mine goaf from top to bottom using traditional filler, until filling thickness reaches bottom tradition and fills
The bottom thickness of packing course (1-1)；
Step 103, when traditional filler is tentatively bonded to the degree that can be supported oneself, by warehouse bottom prefabricated components place
It is passed at oil-gas storage cavern design position, and by being inserted into positioned at the bottom of warehouse bottom prefabricated components bottom connection anchor pole (14)
In system filler；
Step 104 is filled using traditional filler around the prefabricated components of warehouse bottom, until packed height has reached storage
The height of standby bottom storehouse portion prefabricated components, forms bottom tradition filling layer (1-1)；
Step 105 waits for that bottom tradition filling layer (1-1) consolidates to form warehouse bottom member with warehouse bottom prefabricated components
(1) after, wooden cover board (16), continues mining in warehouse bottom member (1) top cover；
Step 106, using prefabricated components in the middle part of the prefabricated warehouse of mold in the middle part of warehouse, the bottom of prefabricated components in the middle part of warehouse
Convex interface of portion's setting for connecting prefabricated components in the middle part of warehouse bottom prefabricated components or warehouse, it is pre- in the middle part of warehouse
Spill interface of the top setting of component processed for connecting warehouse middle part prefabricated components or Strengthening Roof (3), and in warehouse
The surrounding of middle part prefabricated components and bottom connection middle part connection anchor pole (15)；
Step 107 when being filled to carrying out the mine goaf that is newly formed of mining, first, is opened and is covered at warehouse bottom
Wooden cover board (16) at the top of portion's component (1) smears gelling at the top of the prefabricated components of warehouse bottom on spill interface inner surface
Material, and cementitious material is smeared on the bottom convex interface outer surface of prefabricated components in the middle part of the warehouse, it then, will be in warehouse
The bottom convex interface of portion's prefabricated components is docked with spill interface at the top of the prefabricated components of warehouse bottom, will be prefabricated in the middle part of warehouse
Component is bonded as one with warehouse bottom prefabricated components；
Step 108, first, in the middle part of the warehouse bottom convex interface of prefabricated components with it is recessed at the top of the prefabricated components of warehouse bottom
Bolthole is bored from inside to outside in the overlapping region of shape interface；Then, interface connection anchor pole (22) is penetrated in bolthole, connection deposit
The bottom convex interface section of prefabricated components and spill interface section at the top of the prefabricated components of warehouse bottom in the middle part of library；Finally, it sprays
It penetrates impervious material reparation and bores the middle part antiseepage filling layer (2-3) being destroyed when bolthole；
Step 109 is filled in the middle part of the warehouse using traditional filler around prefabricated components, until packed height has reached storage
The height of prefabricated components in the middle part of standby library forms the traditional filling layer (2-1) in middle part；
Step 1010 waits for that the traditional filling layer (2-1) in middle part consolidates to form warehouse middle member with prefabricated components in the middle part of warehouse
(2) after, wooden cover board (16), continues mining in warehouse middle member (2) top cover；
Step 1011, using prefabricated components in the middle part of the prefabricated warehouse of mold in the middle part of warehouse, the prefabricated components in the middle part of warehouse
Convex interface of the bottom setting for connecting prefabricated components in the middle part of warehouse bottom prefabricated components or warehouse, in the middle part of warehouse
The top setting of prefabricated components is being laid in for connecting prefabricated components or the spill interface of Strengthening Roof (3) in the middle part of warehouse
The surrounding of prefabricated components and bottom connection middle part connection anchor pole (15) in the middle part of library；
Step 1012 when being filled to carrying out the mine goaf that is newly formed of mining, first, is opened and is covered in warehouse
Wooden cover board (16) at the top of portion's component (2), the warehouse middle part prefabricated components top spill after opening wooden cover board (16)
Smear cementitious material on interface inner surface, and in the middle part of the new prefabricated warehouse on the bottom convex interface outer surface of prefabricated components
Cementitious material is smeared, then, by the bottom convex interface of prefabricated components in the middle part of new prefabricated warehouse and opens wooden cover board
(16) spill interface docking at the top of the warehouse bottom prefabricated components after, by prefabricated components in the middle part of new prefabricated warehouse with open
Prefabricated components are bonded as one in the middle part of warehouse after wooden cover board (16)；
Step 1013, first the bottom convex interface of prefabricated components and opens wooden cover board in the middle part of new prefabricated warehouse
(16) bolthole is bored in the overlapping region of spill interface from inside to outside at the top of prefabricated components in the middle part of the warehouse after；Then, by interface
Connection anchor pole (22) penetrates in bolthole, in the middle part of the new prefabricated warehouse of connection the bottom convex interface section of prefabricated components with take off
Open spill interface section at the top of the warehouse bottom prefabricated components after wooden cover board (16)；Finally, injection impervious material reparation is bored
The middle part antiseepage filling layer (2-3) being destroyed when bolthole；
Step 1014 is filled in the middle part of the new prefabricated warehouse using traditional filler around prefabricated components, until filling is high
Degree has reached the height of prefabricated components in the middle part of new prefabricated warehouse, forms the new traditional filling layer (2-1) in one layer of middle part；
Step 1015 waits for the new traditional filling layer (2-1) in one layer of middle part and prefabricated components consolidation shape in the middle part of new prefabricated warehouse
After one layer of warehouse middle member (2) of Cheng Xin, the wooden cover board in one layer of new warehouse middle member (2) top cover
(16), continue mining；
Step 1016 repeats step 1011 to step 1015, until the top for the mineral deposit layering exploited；
Step 1017, using Strengthening Roof mold (25) prefabricated reinforced top plate (3), and reinforced at prefabricated reinforced top plate (3)
It is flat that energy input channel mouthpiece preformed hole (17), energy output channel mouthpiece preformed hole (18), pressure are set on top plate (3)
Weighing apparatus pipe preformed hole (19) and takes temperature pipe preformed hole (21) at pressure pipe preformed hole (20)；
Step 1018, first, opens the wooden cover board (16) covered at the top of the warehouse middle member (2) of top, is most pushing up
In the middle part of the warehouse of layer cementitious material is smeared on spill interface inner surface at the top of prefabricated components；Then, Strengthening Roof (3) are placed
In the middle part of the warehouse of top at the top of prefabricated components in spill interface, and using cementitious material by Strengthening Roof (3) with most push up
Prefabricated components are connected as one in the middle part of the warehouse of layer；
Step 1019 is inserted into energy input channel mouthpiece (4) in energy input channel mouthpiece preformed hole (17), in the energy
Energy output channel mouthpiece (5) is inserted into output channel mouthpiece preformed hole (18)；
Step 1020 is poured in gap of the energy input channel mouthpiece (4) with energy input channel mouthpiece preformed hole (17)
Cementitious material is built, energy input channel mouthpiece (4) and Strengthening Roof (3) are connected as one；And it is connect in energy output channel
Cementitious material is poured in mouth pipe (5) and the gap of energy output channel mouthpiece preformed hole (18), by energy output channel interface
Pipe (5) is connected as one with Strengthening Roof (3)；
Step 1021 connects energy input control valve (6) on energy input channel mouthpiece (4), is connect in energy output channel
Connection energy output control valve (7) on mouth pipe (5)；
Step 1022, first is inserted into pressure-equalizing pipe (8) in pressure-equalizing pipe preformed hole (19), and in pressure-equalizing pipe (8)
Upper connection pressure-control valve (9)；Then gelling is poured in the gap of pressure-equalizing pipe (8) and pressure-equalizing pipe preformed hole (19)
Pressure-equalizing pipe (8) and Strengthening Roof (3) are connected as one by material；
Step 1023, first is inserted into pressure pipe (10) in pressure pipe preformed hole (20), and connects pressure on pressure pipe (10)
Sensor (12)；Temperature pipe (11) is taken taking to be inserted into temperature pipe preformed hole (21), and temperature is connected on taking temperature pipe (11)
Sensor (13)；Then, cementitious material is poured in the gap of pressure pipe (10) and pressure pipe preformed hole (20), by pressure pipe
(10) it is connected as one with Strengthening Roof (3)；Glue is poured in the gap for taking temperature pipe (11) and taking temperature pipe preformed hole (21)
Gel material will take temperature pipe (11) to be connected as one with Strengthening Roof (3)；
Step 2: connection energy reserves library (26), energy delivery system, pressure stabilizing system and controller, detailed process are：
Step 201, the foundation construction at the position of the courtyard (31) of the close mine in surface layer (30) top, by energy front pump
(29), on the basis of energy rear pump (35), stable-pressure device (38) and controller (36) are fixed on；
One end of energy input channel (28) is connect by step 202 with the energy exportation on energy input transport vehicle (27), will
Courtyard (31) and haulage drift (32) and energy input channel mouthpiece (4) of the other end of source input channel (28) across mine
Connection, and energy front pump (29) is connected on one section of energy input channel (28) of energy input transport vehicle (27)；
The signal wire and controller (36) that energy input control valve (6) is passed through into haulage drift (32) and courtyard (31) across mine
Output end connects；
One end of energy output channel (34) is connect by step 203 with energy output channel mouthpiece (5), by energy efferent duct
The other end in road (34) passes through the energy source inlet of the haulage drift (32) and courtyard (31) and energy output transport vehicle (33) of mine
Connection, and energy rear pump (35) is connected on one section of energy output channel (34) of energy output transport vehicle (33)；
The signal wire and controller (36) that energy output control valve (7) is passed through into haulage drift (32) and courtyard (31) across mine
Output end connects；
One end of pressure-equalizing pipe (37) is connect by step 204 with the pressure balance interface of compensator (38-2), by pressure balance
The other end of pipe (37) passes through the courtyard (31) of mine and haulage drift (32) to be connect with pressure-equalizing pipe mouthpiece (8)；
Pressure sensor (12) is passed through signal wire and the control of haulage drift (32) and courtyard (31) across mine by step 205
The input terminal of device (36) processed connects, and temperature sensor (13) is passed through the letter of haulage drift (32) and courtyard (31) across mine
Number line is connect with the input terminal of controller (36), and pressure-control valve (9) is passed through the haulage drift (32) and courtyard across mine
(31) signal wire is connect with the output end of controller (36)；
Step 206, by the first electric controlled regulating valve (38-5), the second electric controlled regulating valve (38-8), third electric controlled regulating valve (38-
11), compressor set (38-1), energy front pump (29) and energy rear pump (35) connect with the output end of controller (36) respectively
It connects.
9. according to the method for claim 8, it is characterised in that：The bottom connection anchor pole (14) connects anchor pole with middle part
(15) structure is identical and includes casing (14-1), is threaded in the interior anchor bar body (14-2) and spiral shell of the one end casing (14-1)
Line is connected to the outer anchor bar body (14-3) of casing (14-1) other end, and the interior anchor bar body (14-2) does not connect with casing (14-1)
One end be provided with external screw thread and be threaded with nut (14-4), the nut end (14-4) and interior anchor bar body (14-2) it
Between be provided with clamping plate (14-5), one end end that the outer anchor bar body (14-3) does not connect with casing (14-1) carries anchor head (14-
6)；
Warehouse bottom die described in step 101 include the base circle external mold (23-1) being spliced to form by polylith arc panel and
It is sleeved on the internal base circle internal model of base circle external mold (23-1), the base circle internal model includes by being arranged at the top of polylith
It is outwardly convex go out boss the base circle internal model frame (23-2) that is spliced to form of arc panel, and be arranged in base circle
The bottom base panel (23-3) and collecting pit bottom plate (23-4) of the bottom mold framework (23-2), the setting of the collecting pit bottom plate (23-4)
Position is less than the installation position of bottom base panel (23-3), and the collecting pit bottom plate (23-4) passes through connecting plate (23-5) and bottom bottom
Plate (23-3) connects, and multiple external mold boltholes, the base circle inner frame are provided on the base circle external mold (23-1)
Be provided on frame (23-2) it is multiple respectively with the matched internal model bolthole in the position of multiple external mold boltholes, the bottom base panel
It is both provided with multiple internal model boltholes on (23-3) and collecting pit bottom plate (23-4)；
The prefabricated warehouse bottom prefabricated components of warehouse bottom die are used described in step 101, in the prefabricated structure in warehouse bottom
Spill interface of the top setting of part for connecting prefabricated components in the middle part of warehouse, and in the surrounding of warehouse bottom prefabricated components
And the detailed process of bottom connection bottom connection anchor pole (14) is：
Step 10101, after spreading diaphragm on the ground, it is the assembly of warehouse bottom die is good and be uprightly placed on diaphragm；
Step 10102, first passes through bottom connection anchor pole (14) middle sleeve (14-1) outer on base circle external mold (23-1)
Interior bolthole on bolthole and base circle internal model frame (23-2), and make casing (14-1) for connecting interior anchor bar body (14-
2) one end end face is concordant with the internal face of base circle internal model (23-2), makes casing (14-1) for connecting outer anchor bar body (14-
3) one end end face is concordant with the outside wall surface of base circle external mold (23-1)；Then, bottom is connected into anchor pole (14) middle sleeve
(14-1) passes through the interior bolthole in bottom base panel (23-3) and collecting pit bottom plate (23-4), and makes casing (14-1) for connecting
One end end face of interior anchor bar body (14-2) is concordant with the internal face of bottom base panel (23-3) and collecting pit bottom plate (23-4), makes casing
One end end face that (14-1) is used to connect outer anchor bar body (14-3) drops down onto diaphragm on the ground；
Reinforcement material is poured in step 10103, the gap between base circle external mold (23-1) and base circle internal model, until
Pour the height that height has reached warehouse bottom die；
Step 10104, after reinforcing material solidification, remove warehouse bottom die；
Step 10105 screws in the threaded one end of interior anchor bar body (14-2) in casing (14-1), until interior anchor bar body (14-2) is another
The length of one end is just enough to connecting cleat (14-5) and nut (14-4), and clamping plate (14-5) is covered on interior anchor bar body (14-2),
Attaching nut (14-4) simultaneously locks；
Step 10106, the internal spray impervious material in reinforcement material make impervious material upper end to warehouse bottom prefabricated components
Spill interface bottom, and impervious material is made to be completely covered nut (14-4), forms base impervious filling layer (1-3), and right
Base impervious filling layer (1-3) is polished and repairing treatment, it is ensured that surfacing and flawless；
Step 10107, after impervious material solidification after, by outer anchor bar body (14-3) not with anchor head (14-6) one end screw in casing
(14-1) forms the prefabricated bottom prefabricated components of storage cavern；
Mold includes that inwardly projecting boss is provided with by polylith bottom in the middle part of warehouse described in step 106 and step 1011
The middle part annular external mold (24-1) and be sleeved in the internal middle part annular of the annular external mold (24-1) in middle part that arc panel is spliced to form
Mould (24-2), the middle part annular internal model (24-2) splice structure by the arc panel for being provided with the boss outwardly protruded at the top of polylith
At being provided with multiple external mold boltholes on the middle part annular external mold (24-1), be arranged on the middle part annular internal model (24-2)
Have it is multiple respectively with the matched internal model bolthole in the position of multiple external mold boltholes；
Using prefabricated components in the middle part of the prefabricated warehouse of mold in the middle part of warehouse described in step 106 and step 1011, in warehouse
The bottom setting of middle part prefabricated components connects for connecting the convex of prefabricated components in the middle part of warehouse bottom prefabricated components or warehouse
Mouthful, the top setting of prefabricated components is for connecting the recessed of prefabricated components in the middle part of warehouse or Strengthening Roof (3) in the middle part of warehouse
Shape interface, and the detailed process of connection anchor pole (15) is in the middle part of the surrounding of prefabricated components and bottom connection in the middle part of the warehouse：
Step A, mold assembly in the middle part of warehouse is good and be uprightly placed on diaphragm after spreading diaphragm on the ground；
Step B, by middle part connection anchor pole (15) middle sleeve (14-1) pass through middle part annular external mold (24-1) on outer bolthole and
Interior bolthole in middle part annular internal model (24-2), and make one end end face of the casing (14-1) for connecting interior anchor bar body (14-2)
It is concordant with the internal face of middle part annular internal model (24-2), make one end end face of the casing (14-1) for connecting outer anchor bar body (14-3)
It is concordant with the outside wall surface of middle part annular external mold (24-1)；
Step C, reinforcement material is poured in the gap between middle part annular external mold (24-1) and middle part annular internal model (24-2), directly
To the height for pouring height and having reached mold in the middle part of warehouse；
Step D, after reinforcing material solidification, mold in the middle part of warehouse is removed；
Step E, the threaded one end of interior anchor bar body (14-2) is screwed in casing (14-1), until interior anchor bar body (14-2) other end
Length be just enough to connecting cleat (14-5) and nut (14-4), clamping plate (14-5) is covered on interior anchor bar body (14-2), connect
Nut (14-4) is simultaneously locked；
Step F, in the internal spray impervious material of reinforcement material, make the recessed of impervious material upper end to warehouse middle part prefabricated components
The bottom of shape interface, and make impervious material that nut (14-4) be completely covered, middle part antiseepage filling layer (2-3) is formed, and to middle part
Antiseepage filling layer (2-3) is polished and repairing treatment, it is ensured that surfacing and flawless；
Step G, after impervious material solidification, one end by outer anchor bar body (14-3) not with anchor head (14-6) screws in casing (14-
1) the prefabricated middle part prefabricated components of storage cavern, are formd.
10. according to the method for claim 8, it is characterised in that：Strengthening Roof mold described in step 1017 (25) is by more
The arc panel that block bottom is provided with inwardly projecting boss is spliced to form, and Strengthening Roof mold (25) bottom is inwardly projecting
One section is, for top impervious material layer (3-1) molding mold, Strengthening Roof mold (25) top is not inwardly projecting
One section is for roof reinforcement material layer (3-2) molding mold；
Strengthening Roof mold (25) prefabricated reinforced top plate (3) is used in step 1017, and is being reinforced at prefabricated reinforced top plate (3)
It is flat that energy input channel mouthpiece preformed hole (17), energy output channel mouthpiece preformed hole (18), pressure are set on top plate (3)
Weighing apparatus interface tube pipe preformed hole (19), pressure pipe preformed hole (20) and the detailed process of temperature pipe preformed hole (21) is taken to be：
Step 101701 after spreading diaphragm on the ground, Strengthening Roof mold (25) assembly is got well and is uprightly placed on diaphragm；
Step 101702 pours impervious material in Strengthening Roof mold (25), and during pouring impervious material, is inserted into
Septate energy input channel mouthpiece preformed hole formed pipe is wrapped up in outside, the external septate energy output channel of package connects
Mouth pipe preformed hole formed pipe, the septate pressure-equalizing pipe mouthpiece preformed hole formed pipe of external package, outside are enclosed with diaphragm
Pressure pipe preformed hole formed pipe and external package is septate takes temperature pipe preformed hole formed pipe, pour impervious material until anti-
The upper surface for oozing material reaches one section of inwardly projecting top surface flush of Strengthening Roof mold (25) bottom；
Step 101703, after impervious material tentatively solidification, pour reinforcement material toward Strengthening Roof mold (25) is interior, and pouring
During reinforcement material, reinforcing rib (3-3) is added, pours reinforcement material until the upper surface of reinforcement material reaches Strengthening Roof
At the top of mold (25)；
Step 101704, after reinforcing material solidification, take out and external wrap up septate energy input channel mouthpiece preformed hole
Formed pipe, the septate energy output channel mouthpiece preformed hole formed pipe of external package, the external septate pressure of package are flat
Septate take is wrapped up in weighing apparatus interface tube pipe preformed hole formed pipe, the septate pressure pipe preformed hole formed pipe of external package and outside
Temperature pipe preformed hole formed pipe forms energy input channel mouthpiece preformed hole (17), energy output channel mouthpiece preformed hole
(18), pressure-equalizing pipe mouthpiece preformed hole (19), pressure pipe preformed hole (20) and temperature pipe preformed hole (21) is taken；
Step 101705 removes Strengthening Roof mold (25).
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| CN110410148A (en) * | 2019-08-05 | 2019-11-05 | 安阳工学院 | A method of oil cellar is built using discarded coal mine roadway |
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| CN103899466A (en) * | 2012-12-26 | 2014-07-02 | 张孟铸 | Deep-lurking fully-closed high-energy-storage low-cost war preparedness hydropower station |
| CN105822267A (en) * | 2016-03-31 | 2016-08-03 | 杨溢 | Method and device for exploiting deep-sea natural gas hydrate |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110410148A (en) * | 2019-08-05 | 2019-11-05 | 安阳工学院 | A method of oil cellar is built using discarded coal mine roadway |
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