CN105133906B - The method equipment and underground salt resistance silo of the anti-salt of underground structure - Google Patents
The method equipment and underground salt resistance silo of the anti-salt of underground structure Download PDFInfo
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- CN105133906B CN105133906B CN201410331414.2A CN201410331414A CN105133906B CN 105133906 B CN105133906 B CN 105133906B CN 201410331414 A CN201410331414 A CN 201410331414A CN 105133906 B CN105133906 B CN 105133906B
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Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/51—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture specially adapted for storing agricultural or horticultural products
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Revetment (AREA)
Abstract
The method of the anti-salt of underground structure：The damp proof structures in underground are built, revetment interface is set to structures interior surface, makes revetment interface form closing space with structures interior surface；Closing space connects with negative pressure source；More than one drinking-water pipe is set in the outer surface bottom of structures and makes to construct exterior surface to constructing exterior surface water filling and forms a long-acting clear water field of flow from top to bottom to isolate possible salt.The anti-salt structures in underground, revetment interface is set in structures interior surface, it is characterized in that revetment interface forms closing space with structures interior surface；Closing space each connects with negative pressure source；Contain a clean water tank above the outer ledge of the damp proof structures in underground, the exterior bottom of damp proof structures contains an outer collecting-tank in underground, and contains the salt solution suction tube for stretching into outer collecting-tank.By to fresh water pouring on the outside of the structures and extracting brackish water, can prevent from slowing down salinity corroded steel reinforcement so that related structures reach projected life.
Description
Technical field
The present invention relates to the method equipment of the anti-salt of underground structure and underground salt resistance silo.
Background technology
Existing grain depot is built on the ground more for damp proof purpose.In Yangtze River Delta Area, summer, due to solar irradiation
And the far infrared radiation of ground object so that cereal temperature is gradually risen to 30 DEG C of even more highs in storehouse.Although spend a large amount of gold
Money installs air-conditioning temperature-reducing, causes to put into huge and effect very because the heat conductivility difference oddment of grain is difficult to overall balanced cooling
It is micro-.Rice significantly changes by a summer free fatty parameter, and nutrition and taste are all substantially deteriorated, it is many just directly as
Grain in storage for years is handled.Also once having causes what grain hydrolysis was gone rotten because of condensation is formed when the higher grain of temperature cools suddenly
Phenomenon occurs.Underground granary is built, the heat storage performance of soil can be utilized to stabilize summer high temperature.But some existing existing undergrounds
Structures include residential building basement, because the problem of wall leakage or high humidity does not solve, influence to use.In underground salinity
Area higher, if salinity can not be prevented to penetrate into concrete corrosion reinforcing bar, the structures quickly can be because of salinity and reinforcing bar
Generation chemically reacts and makes the swollen bad concrete of reinforcing bar volumetric expansion.
The content of the invention
The invention aims to provide the method equipment and underground salt resistance silo of the anti-salt of underground structure.
The method of the anti-salt of underground structure of the present invention：Build the damp proof structures in underground, including semi-underground damp proof structures, tool
The damp proof structures in underground of body include warehouse, flywheel rotary energy-accumulating facility, garage parking and residential houses；
The concrete wall of the damp proof structures in first paragraph underground is first made, the wall includes the stria and revetment on surface
The linkage interface of interface and special construction equipment, built-in negative pressure connecting pipe and water filling and drainage pipeline；Treat that its intensity reaches
Timestamp is dug standby using linkage interface connection installation underground drilling thereon；With digital control hoist engine uniform on the downside of docking rigid body
Be connected to build concrete wall steel core rack be used for realize building the good operating mode and controllable decline and coagulation of concrete wall
The state control of native wall body casting template；When build concrete wall down-force it is inadequate when lift up into weight with hoist engine and include FCL
The spoir pressure of whole bag is hung in the supporting piece on the inside of the concrete wall described in help and is building concrete wall；Then cutting
Enter continuing heap superimposed code armored concrete on concrete wall is built and sinking once again in intensity seasonal its up to standard for soil ... ...
So repeatedly until building completion；
Revetment interface is set to the damp proof structures interior surface in underground, its sealing property is improved and avoids because infiltration causes inside
The too high phenomenon of humidity；The structures interior surface includes metope, ground and the top surface of periphery wall；Revetment interface with
Continuously preferably, its material therefor, shape and area are unlimited；Revetment boundary material include but is not limited to stainless steel plate, plastic plate and
Plastic sheeting and combinations thereof；Layer protective layer or functional layer can be set to include wood floors reality on the revetment interface on ground again
Existing required function；Revetment interface can take lining container shape or other shapes, and the lining container includes Thin Stainless Steel
Wall container, plastic containers and membrane container；When needing lining container can attached bag with cover include and tubular warehouse share a lid；Order
Revetment interface is tightly connected with structures interior surface and forms more than one closing space；Make the closing space each and negative pressure
Source connection keeps negative pressure state to realize vacuum or negative pressure drying, and the connection includes intermittent communication or continual communication；To be true
It is unimpeded to protect closing space internal gas flow, sets some to be mutually communicated in the structures or revetment interface internal surface thin
Groove；
Further, to revetment interface internal and the place of the possible ponding of its mezzanine space between concrete wall
Disposal ditches is set, and gos deep into or be connected water guide ditch water discharge with the suction hose of pump drainage facility water inlet connection using one；
Caulking groove and steel plate can also be set as revetment interface and structures interior surface in the structures interior surface
Linkage interface；The linkage interface closed including continuous；Caulking groove linkage interface is adapted to be embedded in the realization of plastic sheeting revetment interface
Connection；Steel plate linkage interface is adapted to be welded to connect with steel plate revetment interface；
Further, more than one water inlet pipe connected with a water source is set close to the top on border inside closing space
And more than one and a drainpipe abandoned water receptacle and connected are set close to the bottom on border inside the closing space；Make institute
Stating closing space, water source and abandoning water receptacle includes the closing space, water source under same negative pressure state and abandons water receptacle and set
It is placed in same closing space and is connected with a negative pressure source；Periodically make the water source to the closing space water filling, be used in combination
Water plug implements cleaning by the timely draining of drainpipe to the surface of wall of the closing space to be included removing what may be accumulated
Salinity；
More than one drinking-water pipe is set in the outer surface bottom of the structures and constructs exterior surface water filling to described and makes
It is possible saline and alkaline to the structures to isolate that the outer surface of the structures forms a long-acting clear water field of flow from top to bottom
Negative effect；
Heat exchange interface can also be set on the damp proof structures wall in the underground and connection cooling is installed with heat exchange interface
Exchange piece, the heat energy of oddment is dispersed into environment when temperature is low using cooling heat exchanger part, oddment is passed through drop
Temperature is chronically at suitable stock's temperature；Cooling heat exchanger part includes heat pipe and pipeline heat-exchanger rig；Keep heat pipe
Hot junction or heat absorption interface and the heat exchange interface heat transfer of pipeline heat-exchanger rig connect, keep heat pipe cold end or pipeline heat exchange dress
The release interfaces of heat pipe cold end or pipeline heat-exchanger rig are simultaneously placed in protection and set by the abundant heat exchange in the release interfaces put and the external world
From hitting in the effective protective range applied；Pipeline heat-exchanger rig includes nature and forced circulation heat-exchanger rig；Forced circulation is changed
The circulating pump of thermal be able to can be exchanged with forward and reverse operation i.e. heat absorption interface and release interfaces；
Cooling heat exchanger can also be set inside the damp proof structures of soil and underground on the damp proof structures periphery in underground
Part, can also set inside the damp proof structures in underground in airflow path pipe, solve the problems, such as that oddment thermal resistance and vapour lock are big；
The cooling heat exchanger part and middle airflow path pipe set inside the structures needs reinforcement and takes the drop
State of the flowing with minimum barrier effect that warm exchange piece and middle airflow path pipe pass in and out to oddment；
Using heat-exchanger rig the distributed constant of oddment can also be realized to the sky of refrigeration unit heat exchange interface lumped parameter
Between change, and solve low latitudes lowest temperature height using refrigeration unit refrigeration can not be by fully cooling to function of environment heat emission
Problem；Realize that the heat-exchanger rig that the distributed constant of oddment is changed to the space of refrigeration unit heat exchange interface lumped parameter can divide
For two parts, the lower section being included in inside the structures --- typically refers to the space below highest oddment surface ---
Heat pipe heat exchanging device and hollow steam flow tube channel are set, and the top inside the structures is set and the heat exchange of heat pipe
Part directs or through the tubular sheet heat exchanger part of air heat transfer；
In the case of temperature is easily too low, it is allowed to avoid harmful low-temperature zone by heating oddment；The facility heated
Including forced circulation heat-exchanger rig, source pump and solar energy heat collector and combinations thereof；
Further, the damp proof structures in the underground of inner vacuum negative pressure can be born and to the damp proof structure in the underground by building
Build thing and gas-tight silo lid is set, the damp proof structures in the underground are vacuumized is in oddment to reduce its internal temperature and humidity
Good temperature avoids the metabolism that oxygen concentration suppresses oddment that condenses, reduces with humidity range；
For example increased in the holding damp proof structures in underground by the way that the damp proof structures in the underground are discharged with specific gas
The carbon dioxide or nitrogen gas concn in portion stores oddment；
Manufacture and design the special equipment for building above-mentioned damp proof structures in underground, including concrete wall body site building equipment and
Equipment is built on-site in lining container；
Concrete wall body site building equipment includes ground base framework, underground drilling digs standby, concrete wall making and set
Apply and control system；
Base frame includes rail basis, the tower crane framework being arranged on the basis of rail and one are connected with tower crane framework
Height puts docking rigid body, and several digital control hoist engines are uniformly connected on the downside of docking rigid body and are connected to the steel for building concrete wall
Core rack, which is used to realize, is building the state control of the good operating mode of concrete wall and controllable decline and concrete wall formwork for placing
System；Digital control hoist engine each contains load sensor, and load sensor is quick including adhering on digital control hoist engine stress
Feel more than one foil gauge at position；The load sensor and motor of each digital control hoist engine pass through interface circuit and control
The main control computer signal connection of system processed and execution unit of the motor as main control computer；
Underground drilling digs standby including some circle rotation cutlery shoveling facilities and spoir conveying facility；
Concrete wall, which makes facility, includes steel core rack making facility, removable concrete wall concrete-pouring template
And concrete placing installation；Removable concrete wall concrete-pouring template can also be made to be affiliated to by hoist engine firm in docking
Position and the state control of the formwork for placing are realized on body；
Equipment, which is built on-site, in lining container includes the frock clamp of thin plate or film lining container parts, plate cutting weldering
Connect facility, undercut producing device and control system；The frock clamp include form lining container vertical bar part lift and
Insert the device of concrete wall inner space, with the frock track of cylindrical concrete wall arranged concentric including annular or non-
The fixture of annular frock track and the removable horizontal circle or vertical bar that are connected with frock track, the connection for going deep into lining container
Facility includes undercut machine and resistance welder.
The present invention realizes the technical scheme of its purpose：Build the damp proof structures in underground, including semi-underground damp proof structures, tool
The damp proof structures in underground of body include warehouse, flywheel rotary energy-accumulating facility, garage parking and residential houses；In the structures
Portion surface sets revetment interface；The structures interior surface includes periphery wall and surface, ground and top surface；Revetment interface
Preferably continuously, its material therefor, shape and area are unlimited；Revetment boundary material includes more than one stainless steel plate, plastics
Plate and plastic sheeting；On the revetment interface on ground layer protective layer or functional layer can be set to realize institute including wood floors again
The function of needing.Make revetment interface be tightly connected with structures interior surface and form more than one closing space；The closing space
Each connected with negative pressure source；And a clean water tank is set on the outer ledge of the damp proof structures in underground, for concrete structure
Build thing wall outer side and clear water, exterior bottom one outer collecting-tank of setting in the damp proof structures in underground are provided, with salt solution suction tube
Stretch into the ponding that outer collecting-tank aspirates outer collecting-tank.
One interior collecting-tank can also be set in the inside bottom of the damp proof structures in underground, Nei Ji is stretched into infiltration suction tube
The ponding of collecting-tank in the suction of pond；Or the stria being uniformly mutually communicated in structures interior surface；Or connection circle
Connected on the inside of face by involving the reinforcing bar core net of thing and concrete wall；Or the interior surface of structures sets flush type to expand
Various linkage interfaces are connected based on nut array.
The revetment interface can also be made to include steel plate linkage interface and stainless steel skirting；Linkage interface is continuous, shield
Wallboard continuously welds the sealed connection realized with weld interface with weld interface respectively, is stayed between two pieces of adjacent stainless steel skirtings
There is gap；Or linkage interface is discontinuous, skirting is welded to connect with linkage interface plays fixation and adjacent two pieces
The splicing connection of stainless steel skirting is including being welded to connect, bonding connection connects with undercut；Inside stainless steel skirting and structures
Surface forms a closing space；Or
The revetment interface includes the linkage interface with ohm-type groove and plastic sheeting skirting, will be moulded with resilient band
Material film skirting, which pushes away, to be imbedded in ohm-type groove；Plastic sheeting skirting forms a closing sky with structures interior surface
Between；More than one layer plastic sheeting i.e. ohm-type groove can be embedded in same ohm-type groove to be protected simultaneously as plastic sheeting
The splicing interface of wallboard；Or
The revetment interface includes the linkage interface with steel-core plastic pile crown and the plastic plate skirting with mating holes；Lifting
Plastic plate skirting with mating holes in place and coordinates the steel-core plastic pile crown on mating holes and linkage interface thereon, with modeling
Plastic plate skirting is welded to connect by material welding gun at mating holes, then with plastic welding gun that the plastic plate skirting of two pieces of splicings is close
Envelope is welded to connect；Plastic plate skirting forms a closing space with structures interior surface；Or
The revetment interface includes the linkage interface with bonding interface and plastic sheeting skirting, lifts plastic sheeting revetment
Plastic sheeting skirting is pierced through injection binding agent by plate in place, then with the needle point of binding agent syringe at linkage interface；It is described viscous
Knot agent includes UV-cured adhesive or other quick-acting binders；Binding agent can also be used between plastic sheeting skirting
Connection；Plastic sheeting skirting forms a closing space with structures interior surface.
It can also make inside the damp proof structures wall in the underground or in the damp proof structures in surface or the underground
Periphery within portion or 5 meters from the damp proof structures in the underground sets heat exchange interface and installs connection cooling with heat exchange interface
Exchange piece；Cooling heat exchanger part includes heat pipe and pipeline heat-exchanger rig, including or does not include installing and using directly
Connect the source pump and blower fan of cooling purposes；Pipeline heat-exchanger rig includes nature and forced circulation heat-exchanger rig；Forced circulation is changed
The circulation of thermal be able to can be exchanged with forward and reverse operation i.e. heat absorption interface and release interfaces；The heat exchange interface includes being arranged at
Longitudinal fluting on the wall, the heat pipe of heat pipe or the pipeline of pipeline heat-exchanger rig are embedded in the longitudinal fluting
And conduct heat and connect with the longitudinal fluting.
The heat pipe duct that inwall or outer wall along tubular warehouse are arranged can also be used, contains heat pipe simultaneously in heat pipe duct
Conduct heat and connect with heat pipe hot junction, the cold end of heat pipe stretches into air and carries southern side or north side sunscreen protection plate；In tubular warehouse
The heat pipe of inwall arrangement stretches out tubular warehouse position and containing the seal member with tubular warehouse；Or the interior table in tubular warehouse
Face is evenly equipped with magnetic linkage interface soft iron plate；Or the airflow path pipe in the damp proof structures in underground are internally provided with, it is described
Middle airflow path pipe includes a surface with ventilation but not by the way that the micropore of oddment, general vertical are disposed, top is higher by
The tube of stock's object plane, the tube include straight tube and spring-like coil pipe.
Can also be by the way of tubular sheet heat exchanger be set on the embedding heat pipe in oddment bottom, top.And working medium is made as number
Gram alcohol, in heat pipe inner wall liquid-sucking core is set.
Damp proof structures under a tableland can also be manufactured and be built on-site special equipment silo machine, including ground base framework,
Underground drilling digs standby, tubular warehouse and makes facility and control system；Base frame includes rail basis and is arranged at rail basis
On tower crane framework；Tubular warehouse, which makes facility, includes steel core rack making facility, removable tubular warehouse concreting mould
Plate and concrete placing installation；Underground drilling digs standby including some circle rotation cutlery shoveling facilities and spoir conveying facility, its spy
Sign is to put docking rigid body containing a height being connected with tower crane framework, is evenly equipped with several on the downside of docking rigid body and is connected to and builds cylinder
The hoist engine of the digital control hoist engine of shape warehouse steel core rack and several connection tubular warehouse formwork for placing；Digital control volume
Raise machine and each contain load sensor, load sensor include adhering on one of digital control hoist engine force sensitive position with
Upper foil gauge；The load sensor and motor of each digital control hoist engine pass through interface circuit and the master control meter of control system
Calculation machine signal connects and execution unit of the motor as main control computer.
Damp proof structures under a tableland can also be manufactured equipment lining container machine is built on-site, including thin-walled inner steel lining holds
Frock clamp, undercut device, installation for welding and the control system of device part, it is characterized in that be connected containing one with tower crane framework
Height puts docking rigid body, if be evenly equipped with the downside of docking rigid body several connection lining container parts digital control hoist engine and
Dry connection lining container undercut or the hoist engine of installation for welding；Digital control hoist engine each contains load sensor, bears
Lotus sensor includes more than one foil gauge for adhering on digital control hoist engine force sensitive position；Each digital control hoist engine
Load sensor and motor pass through interface circuit and the main control computer signal of control system connection and the driving
Execution unit of the motor as main control computer.
A horizontal circle of lining container part can also be manufactured, includes the stainless steel roll bending argonaut welding of 1 to 2 meter of width
The great circle for being just put into a tubular warehouse circle is made in machine docking, it is characterized in that the great circle circle each several part consistency of thickness, in horizontal stroke
Two annular end faces of circle contain upper and lower linkage interface respectively, and it is 140 ° ± 40 ° that upper linkage interface, which contains bending angle scope,
Bending caulking groove；It is 35 ° of ± 18 ° of bending short slabs that lower linkage interface, which contains bending angle scope,；The depth dimensions of the bending caulking groove
It is same or similar with the length size of bending short slab.
Beneficial effect：The present invention forms a closing space and to closing space with revetment interface with structures interior surface
Vacuumize, can effectively remove the possible infiltration of concrete wall or leak and reduce the humidity inside structures, although ground
Under the interior surfaces of damp proof structures be in vacuum negative pressure condition, but the structures can be normal pressure using space, and
The wall of the structures can't produce negative work because of directly being offseted with revetment interface because of the negative pressure of closing space
With.The present invention uses the semi-underground tubular warehouse in underground can be with the pressure for the soil of resistance to outside, so as to safely utilize soil
Cold-storage ability suppress oddment temperature rising.Heat pipe can be utilized using the damp proof structures wall heat transfer connection of heat pipe and underground
Unidirectional heat transfer property when temperature is less than oddment temperature constantly by the heat energy of oddment be dispersed into air without consume
Energy.Substantially estimate：When configuring 40 heat pipes, one winter 4 megawatt of radiating with one 1,000,000 jin of grain depot（40 heat pipe *
10 * 100 watts of hours/day/branch * 100 days）, radiating efficiency 80%, grain specific heat capacity be water half meter, can be by 1,000,000 jin
Grain cools 11 DEG C.So if counted using the temperature for entering the damp proof structures storage in underground as 19 DEG C, can make first summer storehouse
The maximum temperature of storage is no more than 8 DEG C.Night in the fall, again can be with radiating and cooling when temperature is less than 8 DEG C.Generally, occur
The Frost's Descent means that temperature drops to less than zero DEG C.And for inland property weather, the temperature in many nights on date can all drop in 1 year
It is very low, at this time the damp proof structures internal temperature in heat energy tubular underground will be exported less than reduction to environment by heat pipe.
Heat pipe is set to promote the cooling of surrounding soil in the soil of the damp proof structures periphery in underground, more cold-storage suppresses underground
Other temperature slightly higher parts are contributed by the heat energy of oddment.Underground structure can utilize the heat storage performance of soil to stabilize oddment
Temperature fluctuation it is avoided harmful high temperature, but only solve the problems, such as effective utilization that dehumidifying could realize the underground space.Storehouse
The embedding heat pipe in storage bottom, top set the mode of tubular sheet heat exchanger and make the heat-pipe working medium minimized, for example to one 10
For the heat pipe of rice only with 20 grams or so ethanol working medium, the threat to oddment is small and does not consume energy reliably；And the tubular sheet heat exchanger of top
Part can then realize the heat exchange with the heat absorption interface of refrigeration unit well and overhaul conveniently.
Moistureproof dual fail-safe can be realized using lining container, closing space is protected in other words by being vacuumized to mezzanine space
Holding negative pressure can keep dry state, the moisture under huge groundwater pressure in minimal amount of infiltration water or air
It can also be removed.The conduit of lining container helps to maintain gas channel.By being vacuumized to lining container inside, can press down
Breathing, oxidation and the metabolism of oddment processed, the edible grain of non-seed purposes is gained everything and lose nothing.Using connection lining container
The internal and appendix of special gas tank, it can look after seed by realizing to the Oxygen control of seed or maintain underground prevent
The concentration of other gases meets needs in wet structures.Lining container inside is vacuumized, can also be straight to the grain of high humility
It is connected in the damp proof structures in underground and is dehydrated, avoids northern grain winter from freezing the more mouse losses of half a year outside and go rotten serious
The problem of.Vacuumize itself and one kind to compare relatively mild temperature-fall period, as long as not too.Use lining container can be with
Make the vacuum of mezzanine space be slightly above vacuum in lining container, can also be provided even if slightly above 0.001 atmospheric pressure
It is full that 10 kilograms every square metre of pressure asks the top stainless steel plate of lining container to be allowed to shape for lifting.For lining container bag
Include the situation that more than 95% area of top contacts with tubular warehouse, lining container inside is 0.8 to 0.9 atmospheric pressure, mezzanine space
Even if being evacuated to 0.5 atmospheric pressure, tubular warehouse wall is because vacuumizing the uniaxial pressure born can also be from every square metre 5
Ton is reduced to 1 to 2 ton every square metre, is optimized the operating mode of tubular warehouse.
Using the pipeline heat-exchanger rig of forced circulation, the characteristics of distributed parameters that can better adapt to oddment carries out hot friendship
Change, and there is the advantages of heat exchange power is big, but circulating pump needs to consume a small amount of energy.Heat or pipeline are passed through using source pump
The heat exchange interface of heat-exchanger rig is absorbed heat in the damp proof structures in underground to be dehydrated as early as possible with big, the suitable high humility grain needs of power
The too high demand for burning out grain of temperature is prevented, can cools not against source pump later after short time dehydration；Certainly, it is this
In the case of can also include Roots blower using negative pressure source and realize dehydration cooling to provide low vacuum or negative pressure.Using heat pump
Unit or solar energy inside the damp proof structures in underground to heating, it is possible to achieve some fruit to storage temperature can not be too low will
Ask.Source pump heating power is big and saves.Then can not electricity consumption using solar energy heating.Due to oddment temperature all the time
Keep very low, the free fatty of rice can be after remaining in that extremely low level for many years.Both paddy one or two years can be reduced
Have to handle the scene for wasting grain as feed with regard to ageing, consumer can be made to enjoy the cereal of more preferable quality again.
The decline state of tubular warehouse can be controlled using digital control hoist engine and give steel core rack uniform pulling force,
Realize prestressing force effect.Using docking rigid body or ring-type docking rigid body may insure tubular warehouse stress safety, not by or
Person is few to be influenceed by the tower crane accident being likely to occur.Equally, can using digital control hoist engine to stainless steel thin-wall lining container
To ensure the control of the state in its manufacturing process and good operating mode.Silo machine can be understood in real time using digital control hoist engine
The stress of the damp proof structures in tubular underground is built, both can take measures to be included in the very first time to possible situation early puts down
Weigh all digital control hoist engines load, control individual digital the characteristic of hoist engine to be corrected compensation to ensure to build
The high-quality damp proof structures in underground；According to the hoist engine historical data and then underground hydrological attribute can also be extrapolated, for accumulation
The damp proof structures management in the underground in experience and later stage provides the firsthand information.
For 10 meters of external diameter, 9.5 meters of average internal height, 0.14 meter of tubular warehouse wall thickness armored concrete tubular storehouse
Body, about 1004.5 cubic metres of volume, about 1,050,000 jin of grains can be stored.One group of 5 undergrounds cooling silo cost includes：Coagulation
Soil 300 cubic metres 10.5 ten thousand yuan, 250,000 yuan of reinforcing bar 40 ton, 14.5 ten thousand yuan of 2355 ㎡ of lining container stainless steel plate, cooling installation and
Annex includes 1,100,000 yuan of 400,000 yuan of lid and control system, exploration and design examination ＆ approval and license fee, artificial 100,000 yuan, depreciation and not
It can be seen that 100,000 yuan, 110,000 yuan of profits tax, amount to 1,380,000 yuan, 0.2106 yuan/jin is closed（Soil, water power, above ground structure are not counted and are matched somebody with somebody
Set）.Cost before common big one-storey house silo more than ten years also wants 0.2 yuan.But armored concrete tubular silo makes than big one-storey house silo
Reducing half, depot maintenance expense and oddment loss with least one times of long lifespan, floor space then reduces by 80%；For the Yangtze River Delta
The rice in area, the ageing time limit were expected to extend to more than 8 years from 2 years.Building the soil dug out during the cooling silo of underground can bake bricks
Then sell 50 yuan and can take in 110.5 ten thousand yuan for every cube.It can also be subtracted using plastic sheeting lining container than stainless steel inner lining container
Nearly 200,000 yuan are invested less.During using plastic sheeting lining container, its barrel adheres on concrete tubular warehouse wall, and profit
Pushed down with the magnet piece being connected with the soft iron plate magnetic on tubular warehouse.The soft iron plate is distributed on tubular warehouse.Plastics are thin
Hung by being arranged at the cable at the top of tubular warehouse and connect in succession in the top of film tubular warehouse.
, can be by setting a small amount of photovoltaic battery panel above the concrete structures that cool in underground for inland property weather
To build the fruit underground cooling damp proof structures in fruit underground independent of power network, only with power network expense of increasing capacity use and freezer equipment
Budget investment photovoltaic cell can afterwards 25 years during it is every in addition to personal electric energy saves the tens thousand of members of the electricity charge every year
Year can also increase some ten thousand yuan of power selling income.Build the ground to cool simultaneously using heat pipe and pipeline heat-exchanger rig using source pump
The damp proof structures of lower half underground cold storage or underground, contribute to using electricity wisely.Built using photovoltaic battery panel and utilize photovoltaic cell
The photovoltaic underground cooling concrete structures of plate power supply can be with using electricity wisely or independent of power network.
By to fresh water pouring on the outside of the structures and extracting brackish water, it can prevent from slowing down salinity corroded steel reinforcement, make
Obtain related structures and reach projected life.
Further illustrate below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation of the damp proof structures in underground.
Fig. 2 is the schematic diagram of an adjacent upper and lower stainless steel plate splicing welding tubing skirting.
Fig. 3 is the structural representation that a structures interior surface sets plastic sheeting revetment interface.
Fig. 4 is the structural representation that a structures interior surface sets plastic plate revetment interface.
Fig. 5 is the structural representation that a structures interior surface sets plastic sheeting revetment interface.
Fig. 6 is the structural representation that a structures interior surface sets revetment interface and floor functional layer.
Fig. 7 is the device layout figure of underground cooling silo job site.
Fig. 8 is the underground cooling silo positive structure diagram of a hot work in progress.
Fig. 9 and Figure 10 be respectively one combined with tubular warehouse rotation cutlery excavator it is upper regard and facing structure illustrate
Figure.
Figure 11 and Figure 12 is facing and upper regarding structural representation for underground cooling silo with heat-pipe radiating apparatus respectively
Figure.
Figure 13 is the amplification feature of heat pipe duct and heat pipe section on Figure 12 damp proof structures wall in underground.
Figure 14 is the composite construction schematic diagram of a middle airflow path.
Figure 15 be a tubular sheet heat exchanger by positive structure diagram.
Figure 16 be a tubular sheet heat exchanger by cross-sectional structure schematic diagram.
Figure 17 is the structural representation of a hydraulic pressure vertical bar erecting mechanism.
Figure 18 is state when the upper following linkage interface of the horizontal circle of two stainless steel plate manufactures starts to be engaged.
Figure 19 is that the upper following linkage interface occlusion of two horizontal circles finishes and is engaged side plate at a right angle with horizontal circle main body
When state.
Figure 20 is a work on the spot schematic diagram in the horizontal ring type lining container of tubular warehouse internal production.
Figure 21 and Figure 22 is underground cooling silo daytime and the state knot at night of generating integrated heat dissipation device respectively
Structure schematic diagram.
Figure 23 is that special equipment silo machine control system block diagram is built on-site in the damp proof structures in underground.
The damp proof structures in 1. undergrounds in figure；2. revetment interface；3. linkage interface；4th, 5. skirting；6. top；7. waterproof every
Thermosphere；8. vacuum pipe；9. vavuum pump；10. stria；11. closing space；12. negative-pressure pipeline；13. negative pressure source；14. clean water tank；
15. outer collecting-tank；16. salt solution suction tube；Collecting-tank in 17.；18. seep water suction tube；19. traverse rod；20. prismatic pair；21. laser
Welder；22. ohm-type groove；23. resilient band；24. band steel-core plastic pile crown；25. plastic welding gun；26. involve thing；
27. binding agent syringe；28. flush type expansion nut array；29. floor functional layer；
31. rail；32. tower crane；33. truss；34. rigid docking body；35. digital control hoist engine；36. tubular warehouse；
37. steel core rack；38. reinforcing bar；39. tubular orlop；40. formwork for placing；The silo 41. underground cools；42. rotation cutlery of cutting the earth is total
Into；43. the concrete pump set；44. spoir lifting device；45. spoir conveyer belt；46. removable room；47. photovoltaic battery panel；
48. one-dimensional movement vice mechanism；49. strain transducer；50. outer ring rotates cutlery；51. strut；52. ring-shaped guide rail；53. fix
Plate；54. portable plate；55. screw mandrel；56. upper end frame；57. centre circle rotates cutlery；58. central rotation cutlery；59. flange；60.
Soil；61. heat pipe；62. hot junction；63. tubulose duct；64. involute shape wing plate；65. peripheral heat-pipe radiating apparatus；Inside 66.
Heat-pipe radiating apparatus；67. blind pipe；68. lining container；69. mezzanine space；70. negative-pressure pipeline；71. mezzanine space negative pressure source；
72. the damp proof structures negative pressure source in tubular underground；73. vacuum pipe；74. oddment；Airflow path pipe in 75.；76. cold end；
77. storehouse shoulder；78. heat insulation and water resistance layer；79. supporting piece；80. vertical bar；81. wing plate；82.U type pipes；83. fuselage；84. hydraulic drive fills
Put；85. bracket may be reversed；
90. horizontal circle；91. bending caulking groove；92. bending short slab；93. roller；94. soft iron plate；95. magnet piece；96. pre-buried spiral shell
Silk linkage interface；97. disposal ditches；98. longitudinal channels；
101. photovoltaic battery panel；102. flat radiator；103. generating integrated heat dissipation device；104. tubular sheet heat exchanger；
105. oddment conveying device；
120th, 121,122 ... 180. interface circuit；181. governor circuit.
Embodiment
Fig. 1 provides first embodiment of the invention.
In Fig. 1, the damp proof structures 1 in underground are built, sets revetment interface 2 to include steel plate in the interior surface of structures 1 and connects
Interface 3 and stainless steel skirting 4；When linkage interface 3 is consecutive hours, skirting 4 respectively with weld interface 3 continuously welding realize with
The sealed connection of weld interface 3, gap is left between two pieces of adjacent upper and lower stainless steel skirtings 4,5.When weld interface 3 is non-
Consecutive hours, skirting 4 or 5 are welded to connect to be connected including spot welding with linkage interface 3 and play fixation and make adjacent two pieces again not
The splicing connection of rust steel skirting 4,5 is including being welded to connect, bonding connection connects with undercut.Concrete structures 1 in the present embodiment
For tubular silo, because the outside of top 6 sets waterproof heat-insulating layer 7, and vavuum pump is connected with vacuum pipe 8 inside tubular silo
9 vacuumize, therefore the inner surface of top 6 does not set revetment interface.It may insure under normal circumstances inside tubular silo without ponding simultaneously
And sufficiently dry.
The stria 10 being mutually communicated is uniformly arranged in the interior surface of structures 1.Stria 10 may insure that underground is damp proof and construct
The surface of wall of thing 1 is that the i.e. air-flow of closing space 11 of the mezzanine space formed between interior surface and skirting 4,5 is unobstructed.With negative
Pressure pipeline 12 connects negative pressure source 13 and closing space 11 vacuumizes to closing space.In the outer ledge of the damp proof structures 1 in underground
Top sets a clean water tank 14, for providing clear water to the wall outer side of concrete structures 1, and in the damp proof structures 1 in underground
Outer surface bottom at set an outer collecting-tank 15, stretch into outer collecting-tank 15 with salt solution suction tube 16 and aspirate outer collecting-tank 15
Ponding, it is possible saline and alkaline to described to isolate to form in the outer surface of structures a long-acting clear water field of flow from top to bottom with this
The negative effect of structures, including ensure that soil underground water salt reduction the reinforcing bar of structures 1 is long-term not by salt corrosion.Soil or
If with reinforcing bar chemical reaction occurs for the salt of underground water the volume of reinforcing bar can be made to increase simultaneously spalling concrete.In the damp proof structure in underground
The inside bottom of thing 1 is built, an interior collecting-tank 17 is set, interior collecting-tank 17 is stretched into infiltration suction tube 18 and aspirates interior collecting-tank 17
Ponding.
Fig. 2 provides second embodiment of the invention.
In Fig. 2, revetment interface is set to include steel plate linkage interface 3 and upper and lower stainless steel revetment in structures interior surface
Plate 4,5.Linkage interface 3 is using the stainless steel plate of the mm wide of 1 millimeters thick 30, the linkage interface 3 when making concrete reinforcement core net
It is connected through a screw thread with concreting mould, unloading the screw thread can separate with concreting mould.So obtain
Linkage interface 3 is full smooth.Following stainless steel skirting 5 first is lifted in place at linkage interface 3 with hoist engine, and is used simultaneously
Hoist engine lifts a traverse rod 19 in place.Traverse rod 19 connects a laser soldering device 21 with prismatic pair 20 above.Laser welding
The side welding edge of device 21 moves along traverse rod 19.Laser soldering device includes laser welding head and the forward and backward pressure before and after solder joint
Wheel.Forward and backward pinch roller makes stainless steel skirting to be welded be bonded with linkage interface in suitable welding operating mode.Laser welding can
That layer of stainless steel skirting will directly be fused with following that layer of stainless steel skirting above and keep that layer of stainless steel shield above
Surfaces of wall it is smooth.Laser welding upper strata stainless steel skirting can also be melted and in the form of built-up welding with following stainless steel
Skirting connects and ensures the sealed connection of upper and lower two layers of stainless steel plate.The splicing stainless steel skirting formed is welded with constructing
Thing interior surface forms a closing space together.
Fig. 3 provides third embodiment of the invention.
In Fig. 3, revetment interface is set to include the linkage interface 3 with ohm-type groove 22 and modeling in the interior surface of structures 1
Expect film skirting 5.Plastic sheeting skirting 5 first is lifted in place at ohm-type groove 22 with hoist engine, then craft bullet
Property filler rod 23, which pushes away plastic sheeting skirting 5, to be imbedded in ohm-type groove 22.Resilient band 23 is one and carries about 60 degree of spaces
The tube of angle breach.Resilient band 23 can deform slightly flatten under external force；Resilient band 23 is after external force removal
It can resile and tightly overlay plastic sheeting skirting 5 in the inwall of ohm-type groove 22.Plastic sheeting skirting 5 is with constructing
Thing interior surface forms a closing space.In figure, the gap between ohm-type groove 22 and resilient band 23 is big, is for side
Just understand.Really precision is fitted and connected between resilient band 23, plastic sheeting skirting 5 and ohm-type groove 22.Elasticity is embedding
Bar 23 can also use a solid rubber bar.
Fig. 4 provides four embodiment of the invention.
In Fig. 4, revetment interface, including the He of linkage interface 3 with steel-core plastic pile crown 24 are set in structures interior surface
Plastic plate skirting 4,5 with mating holes.Steel-core plastic pile crown 24 includes middle steel core and the plastics pile crown being connected with steel core.
Steel core can increase intensity；Plastics pile crown is then the linkage interface welded with plastic plate skirting 5.First matched somebody with somebody with hoist engine hanging belt
Close the plastic plate skirting 5 in hole in place and mating holes thereon is coordinated with the steel-core plastic pile crown 24 on linkage interface 3.Use again
Plastic plate skirting 5 is welded to connect and by crator equating by plastic welding gun 25 at mating holes.Again plastic plate is lifted with hoist engine
Skirting 4 in place and makes it be docked with plastic plate skirting 5, is then sealed two plastic plate skirtings 4,5 with plastic welding gun 25
It is welded to connect and is integrated.Plastic plate skirting 4 and 5 forms a closing space with structures interior surface.
Fig. 5 provides fifth embodiment of the invention.
In Fig. 5, revetment interface is set in structures interior surface, including the linkage interface 3 with bonding interface and plastics it is thin
Film skirting 4.The material of linkage interface 3 wards off aluminium steel plate including heat, wards off aluminium lamination by anodized as bonding interface.Even
The inner side of border face 3 is connected by involving thing 26 with the reinforcing bar core net of concrete wall.Involving thing 26 includes steel wire.First use hoist engine
Lift plastic sheeting skirting 4 in place, then with the needle point of binding agent syringe 27 at linkage interface 3 by plastic sheeting skirting 4
Pierce through injection binding agent bonding connection plastic sheeting and linkage interface.For the plastic sheeting of UV clear, purple can be used
Outside line solidifies binding agent；Other quick-acting binders can also be used.Binding agent can also be used to connect between plastic sheeting skirting 4
Connect.Plastic sheeting skirting 4 forms a closing space with structures interior surface.
In the embodiment of Fig. 2,3,4 and 5, the wall for being inconvenient to use the existing buildings for involving thing, it can use and bury
Enter and connect various linkage interfaces based on formula expansion nut array.Now, flush type expansion nut array, which plays, involves thing
Effect.
Fig. 6 provides sixth embodiment of the invention.
In Fig. 6, revetment interface is set to include steel plate linkage interface and stainless steel skirting in structures interior surface.Connection
Interface uses the stainless steel plate of the mm wide of 1 millimeters thick 30.Flush type expansion nut array 28 first is set in structures interior surface.
Linkage interface is laid on flush type expansion nut array 28 and is screwed.Again by stainless steel skirting arrangement in place, use
Laser soldering device is by adjacent two pieces of stainless steel plate skirtings and linkage interface sealing welding so that stainless steel skirting is with constructing
Thing interior surface forms a closing space 11.Connected with a negative-pressure pipeline connected with negative pressure source 12 with closing space to envelope
Space is closed to vacuumize.Floor functional layer 29 is set on earth retaining wall plate.
Fig. 7 and 8 provides seventh embodiment of the invention jointly.
In Fig. 7 and 8, at the scene by reconnoitring, two groups of parallel rail 31 are laid, tower crane group is installed on rail 31,
Tower crane group includes four tower cranes 32, is linked into an integrated entity between four tower cranes 32 with truss 33.By the rigid height of docking body 34 put and with
Tower crane 32 connects, under rigid several uniform digital control hoist engines 35 of the downside of docking body 34, digital control hoist engine 35
The part reinforcing bar 38 of end 36 steel core rack of connection tubular warehouse 37；Making steel core rack 37 includes the steel core rack of tubular orlop 39
37.The formwork for placing 40 of tubular warehouse 36 is also used and is affiliated in the elevator machine travel of rigid docking body 34.
Need to build row underground cooling silo 41 along rail 31.Can take built one by one with a tower crane group it is multiple
Underground cooling silo 41, it can also each build a underground cooling silo 41 with multiple tower crane groups simultaneously.Between tower crane group
Can suitably it merge.
Before pouring tubular orlop 39, the space of embedding rotation cutlery assembly 42 of cutting the earth and embedding shoveling rotating sword are first excavated out
Have assembly 42, then pour tubular orlop 39 and nethermost tubular warehouse 36 simultaneously with the pump concrete of the concrete pump set 43
Conserved.Deploy the installation and debugging of chain-bucket spoir lifting device 44 and spoir conveyer belt 45 during maintenance.Treat tubular orlop
39 maintenances terminate, and continue up with making the steel core rack 37 of tubular warehouse 36 based on reinforcing bar 38, removing tubular orlop 39
Formwork for placing.
When using whole piece reinforcing bar 38, for reinforcing bar 38 all more than ground, the installation site of rigid docking body 34 is high at the beginning,
The operation height of the grade of spoir lifting device 44 is also high.Later with the sinking of tubular warehouse 36, rigid docking body can also be lowerd
34, to reduce the operation height of the grade of spoir lifting device 44.Therefore, rigid docking body can also use hoist engine structure and tower crane
32 connections.
In order to ensure the correct construction of tubular warehouse 36 under the conditions of various complex random systems and underground hydrological, each numeral is controlled
Hoist engine processed sets load sensor, and makes load sensor and digital control hoist engine motor each via interface circuit
It is connected with the main control computer signal of underground cooling silo special equipment excavator control system so that each digital control hoist engine
State changed according to the state change of main control computer.And gather point that related data is used for underground water level attribute
Analysis.
After underground cooling silo 41 is built up, rail 31 can not be torn open, for accessing the erection of equipment interface of grain later.Cause
This, the running route that the running route of spoir lifting device 44 and spoir conveyer belt 45 can access as grain in the future, as long as
Chain-bucket spoir lifting device 44 and spoir conveyer belt 45 are changed to scraper conveyor and warehouse conveyer belt.Can also be
Removable room 46 and photovoltaic battery panel 47 are run on rail 31.Photovoltaic battery panel 47 should not block earth's surface in night to day vertically
Empty heat radiation.For convenience of scraper conveyor entrance and operation, the outlet of underground cooling silo 41 can be with eccentric setting.
Rail and tower crane pass through sufficient industry real example, and it is ripe that uniformity, reliability and technical parameter stabilize to designer
Know trust；The operation interface and job specfication of rail and tower crane are familiar with for Field Force；Using the good integrity of facility after truss,
It is small and controllable that installation accuracy easily reaches higher standard, the negative effect to the scope of operation；Rail and tower crane part are supplied with guarantor
Barrier.
The underground cooling structures of embodiment seven are circle, but the damp proof structures in underground of the present invention are not limited to cross section and are
Circular structures.
Fig. 9 and 10 provides eighth embodiment of the invention jointly.
In Fig. 9 and 10, some soil are cut out below tubular orlop 39 in advance, outer ring rotation cutlery 50 gets enter into installation position
Put.Strut 51 and ring-shaped guide rail 52 are installed on the installation interface that tubular orlop 39 is set in advance and rotation cutlery in outer ring is installed
50, including the outer ring rotation cutlery screw mandrel governor motion formed with fixed plate 53, portable plate 54 and screw mandrel 55, outer ring rotation
Cutlery screw mandrel governor motion is connected by a revolute pair mechanism with ring-shaped guide rail 52.Pass through adjustment fixing plate 53 and portable plate 54
Relative position can adjust be installed on portable plate 54 outer ring rotation cutlery 50 range of movement.It is prior in tubular orlop 39
Upper terminal frame 56 is installed on the installation interface of setting and centre circle rotation cutlery 57 and central rotation cutlery 58 are installed.
Each circle rotation cutlery 50,57 and 58 forms rotation cutlery assembly.Start each circle rotation cutlery 50,57 and 58 to cut the earth.
Outer ring rotation cutlery 50 edge ring-shaped guide rail 52 rotates side cutting soil, due to needing that some soil are retained below tubular warehouse 36
Earth supports tubular warehouse 36 to remain with one section in the lower section of tubular warehouse 36 in order to avoid its decline is too fast out of control and turned over tubular orlop 39
The soil 50 that side 59 contacts.Because by the weight of tubular warehouse 36, it can be crushed close to the tubular soil 60 of flange 59 and turn over
And the axis line location of cutlery 50,57 and 58 rotation direction tubular warehouses 36 is rotated by each circle.Because the attribute difference of soil is, it is necessary to adjust
The wall thickness of soil 50 is to obtain the support force to the flange 59 of tubular orlop 39 of needs.This task rotates cutlery screw mandrel by outer ring
Governor motion is realized.
Cut the earth a segment distance, starting each digital control hoist engine 35 makes the controllable decline set depth of tubular warehouse 36, then will
The formwork for placing 61 of tubular warehouse 36 moves up and continues the height of casting concrete increase tubular warehouse 36.Poured when newly
Concrete strength it is enough, be just again started up it is each circle rotation cutlery 50,57 and 58 cut the earth and tubular warehouse 36 is moved down in place.Dig
The soil gone out is removed by spoir lifting device and spoir conveyer belt.
Tubular warehouse is built and finished, and removes ring-shaped guide rail 52, strut 51 and upper end frame 56, then to the flange of tubular orlop 39
The blank space of 59 inner sides, which adds, puts reinforcing bar and concrete forms complete tubular orlop 39.Further according to design requirement, make in steel plate
Serve as a contrast container or build tubular storehouse shoulder.
Several one-dimensional movement vice mechanisms 48 can also be uniformly arranged in the outside of tubular warehouse 36；Mobile vice mechanism 48 includes
Draw runner and chute；Draw runner is connected with tubular warehouse 36 or integral production；Chute is connected with basis and its axial line and tubular
The axis parallel of warehouse 36.When each circle rotation cutlery 50,57 and 58 is cut, caused kick is because direction of rotation is opposite
And cancel out each other.If kick sum caused by each circle rotation cutlery 50,57 and 58 is not zero and can drive tubular when larger
When warehouse 36 rotates or tubular warehouse 36 is had the trend of rotation together.Due to the constraint of one-dimensional movement vice mechanism 48, protect
Card tubular warehouse 36 can not rotate.
In order to understand kick state caused by each circle rotation cutting of cutlery 50,57 and 58, in strut 51 and upper terminal
Several strain transducers 49 are uniformly arranged on frame 56.And make the driving of strain transducer 49, each circle rotation cutlery 50,57 and 58
Motor connects each via interface circuit and the main control computer signal of control system.When each circle rotation cutlery 50,57 and 58 is cut
Kick caused by cutting is clockwise/counterclockwise direction and when being more than setting value, after reducing generation clockwise/counterclockwise direction
The rotation cutlery input power of seat power, realize that each circle rotation cutlery 50,57 and 58 produces the balance of kick.
It can not thus be glided rapidly in order to avoid the gravity deficiency of tubular warehouse 36 with overcoming the frictional force of itself and soil
Phenomenon, several supporting pieces 79 are set in the inner wall even distribution of tubular warehouse 36.When needing can in each supporting piece 79 uniform load weight
The spoir of thing including whole bag helps tubular warehouse 36 quickly to sink.
Figure 11 to 13 provides ninth embodiment of the invention jointly.
In Figure 11 to 13, underground cooling silo 41 is embedded under earth's surface in soil 60.The hot junction 62 of heat pipe 61 declines with ground
The heat transfer connection of tubulose duct 63 on the warm wall of silo 41.Heat pipe 61 is a kind of aluminium section bar heat pipe, and working medium uses refrigerator and air conditioner system
Cryogen.The tube wall of heat pipe 61 carries involute shape wing plate 64.Involute shape wing plate 64 was both fully bonded with tubulose duct 63, and conveniently
The installation of heat pipe 61 is taken out.When installing and taking out heat pipe 61, side rotate counterclockwise heat pipe can facilitate court heat pipe 61
Axial line moves heat pipe 61.In order to slow down the temperature of the heat transfer of surrounding soil 60 increase underground cooling silo 41, decline on ground
The periphery of warm silo 41 there are also installed peripheral heat-pipe radiating apparatus 65；And it is also provided with internal heat in underground cooling silo 41
Pipe heat abstractor 66.Internal heat-pipe radiating apparatus 66 is inserted in a blind pipe 67, and blind pipe 67 is embedded in from the top of tubular warehouse 36
Tubular warehouse 36 is simultaneously tightly connected with tubular warehouse 36.Blind pipe 67 also from the top of lining container 68 be embedded in lining container 68 and with
Lining container 68 is tightly connected.Blind pipe 67 can be reinforced with support member when needing.
In underground, cooling silo 41 is internally provided with lining container 68, cools in underground between silo 41 and lining container 68
Mezzanine space 69 be provided with and negative-pressure pipeline 70 and connected with mezzanine space negative pressure source 71.Silo 41 cool in underground with tubular
Under vacuum pipe 73 be provided between damp proof structures negative pressure source 72 be used to vacuumize to form negative pressure.Inserted among oddment 74
If the hollow gas channel pipe 75 of the Heavenly Stems and Earthly Branches.The hollow length range of steam flow tube channel 75 be underground cool the height of silo 41 50% to
98%；General vertical disposes；Top is higher by the upper surface of oddment 74.By middle airflow path pipe 75, the moisture in oddment 73
It is able to be rapidly reached the top of underground cooling silo 41 and is absorbed by the damp proof structures negative pressure source 72 in tubular underground.The cold end of heat pipe 61
76 elevate above the soil fully contacts with air.
Repaired in order to facilitate heat pipe 61, make tubular warehouse 36 extend upwardly to ground.So also protect heat pipe 61 not with soil
Earth contacts.On the storehouse shoulder 77 of underground cooling silo 41 and periphery sets heat insulation and water resistance layer 78 to stop that the heat energy on ground enters
Underground cooling silo 41 and rainwater carry the temperature of the heat energy increase underground cooling surrounding soil of silo 41.Stop the heat energy summer on ground
The oddment temperature positioned at surface can be made to reduce by 3 DEG C in season；The heat energy of rainwater carrying is blocked with 19 DEG C of mean temperature, soil mesh
Mark 400 cubic metres of the rainwater of temperature 3 DEG C and 300 square metres scopes every year into underground to count, the heat energy about stopped every year is up to 6,400,000
Kilocalorie.
Figure 14 provides tenth embodiment of the invention.
In Figure 14, airflow path pipe 75 in one section, its surface can not be by the micropore of oddment with ventilation, and micropore is such as
Shown in oblique line array.Pore widths are 0.4 to 2 millimeter；2 to 30 millimeters of length；Specific size can be big according to the particle of oddment
Small selection.The height dimension scope of middle airflow path pipe 75 is the damp proof structures height 50% to 100% in underground；Caliber take 20 to
100 millimeters.Middle airflow path pipe 75 can use reinforcement to increase intensity using during spring-like fashion；Reinforcement can be located at
On the axial line for the surface of revolution that the bourdon tube envelope is formed.Middle airflow path pipe can also be with going deep into lining container
Blind pipe Integral design manufacture and reinforcement is used as using blind pipe.
After being completed in tubular warehouse part, it can first manufacture tubular orlop or first manufacture tubular storehouse shoulder；In orlop soil layer
When the convergence of sufficiently stable and underground water is slower, tubular orlop directly can once or be by several times laid；When orlop soil layer is unstable
The convergence of fixed or underground water can be layed in orlop when too fast using formwork for placing；, can be for the first time in order to reclaim formwork for placing
The aperture of tubular orlop is decreased to original 0.6 times or so；Then again reduced bore to 2 meters or so；, can be in cylinder when needing
Shape orlop sets some fabrication holes to be used to draw water or pour water to keep ground pressure on the outside of orlop, finally blocks fabrication hole again；
Tubular orlop can also be made prefabricated component and then hang down to field conduct and assemble.
Stainless steel plate lining container hanging device is spliced according to lining container using vertical bar or horizontal circle splicing is divided into two kinds；
The vertical bar of vertical bar splicing includes steel plate or stainless steel plate with U-shaped elastic pipeline and indent conduit；The horizontal circle bag of horizontal circle splicing
Include steel plate or stainless steel plate through automatic argon arc welder connection lopping；Vertical bar splicing can use Handheld laser welding dress
Put, Handheld laser welder is light and handy, the good surface of welding quality is non-discolouring does not analyse chromium and weld size is unrestricted, but folded
The thickness of steel plate can not be too thin during weldering.Therefore, double plates can also be designed, melting for end face welds connection side by side.
Figure 15 and 16 provides eleventh embodiment of the invention.
In Figure 15 and 16, tubular sheet heat exchanger vertical bar 80 includes U-shaped in the wing plate 81 with caulking groove and the embedded caulking groove of wing plate 81
Pipe 82.The edge of adjacent two panels tubular sheet heat exchanger vertical bar 80 is stacked, and implementing welding with Handheld laser welder is allowed to seal
Multiple vertical bars 80 are pasted tubular warehouse and are welded to connect by connection, repetition, until the warehouse of a complete lining container is made.It is each
The individual tubular sheet heat exchanger vertical bar 80 with U-tube 82 can be an independent exchange piece.
The use of caulking groove or conduit includes less diameter can be kept conveniently to enter tubular warehouse when mounted；Storing
During storage body, the gravity of oddment can be utilized the diameter of lining container is somewhat increased and is bonded with tubular warehouse and realize low-heat
Resistance connection.Conduit also has the function that to absorb diametrical dimension error and absorbs lining container and tubular warehouse thermal coefficient of expansion not
With the change in size problem brought.In addition, scale error and change if necessary to absorb vertical direction, can be by liner
The top of container makes concentric corrugated surface to realize.But in fact, do not consider that this part is also not related.
Lining container can also be exchanged heat by embedded elastic u-shaped pipe in itself.The air-flow that conduit also retains mezzanine space leads to
Road, the effect of negative pressure source is set to be deep into each several part of mezzanine space.
One steel plate with U-shaped elastic pipeline and indent conduit or the length of stainless steel plate vertical bar 80 up to more than 10 meters,
Need to be held up with special facilities and be connected and then be re-fed into tubular warehouse in place with hoist engine again.
Figure 17 provides twelveth embodiment of the invention.
In Figure 17, may move hydraulic pressure vertical bar erecting mechanism includes several wheels, fuselage 83, the and of hydraulic pushing device 84
Bracket 85 may be reversed.Its operation principle：Vertical bar to be shipped is placed on the fuselage that hydraulic pressure vertical bar erecting mechanism is horizontal
It is on 81 and fixed.After transporting scene to, turnable bracket 85 is overturn with hydraulic pushing device 84 and shown in vertical state such as dotted line；
Then after caring for vertical bar with hoist engine, fastening is unclamped, hydraulic pressure vertical bar erecting mechanism is withdrawn from.Complete the shipment of vertical bar and perpendicular
Rise.
Figure 18 and 19 provides thirteenth embodiment of the invention jointly.
In Figure 18 and 19, linkage interface bending caulking groove 91 and lower linkage interface folding on the linkage interface of upper and lower two horizontal circles 90
Curved short slab 92 is mutually butted implementation occlusion.Roll over the upper linkage interface of horizontal circle 90 above by being gradually reduced digital control hoist engine
Curved caulking groove 91 moves down and lower linkage interface bending short slab 92 is stretched into linkage interface bending caulking groove 91 as shown in the dotted line of side,
The rivet holder power for relying on tubular warehouse 36 below with undercut utensil again is compacted to the upper and lower linkage interface 91,92 of embedded connection
And up time needle plate goes to horizontality.Then resistance welding is implemented to the undercut with the roller 93 of seam welder again.It can also incite somebody to action
Turned using undercut utensil squeeze board and the step of resistance welder one is completed.The welding can also be changed to laser welding.Relevant undercut
Utensil, resistance welder and laser welding apparatus can order acquisition.Added by welding machine between 36 each part of tubular warehouse
Bonding strength.
Magnetic interface soft iron plate 94 is provided with the surface of tubular warehouse 36；It is horizontal circle 90 inner surfaces with magnet piece 95 with it is soft
The magnetic of iron plate 94 connects.The suction of each magnet piece 95 is up to 6 kilograms.Magnet piece 95 is evenly arranged with suitable density may insure
Lining container is in ideal position to horizontal circle 90 in other words.Using be able to can also avoid subtracting with the horizontal circle 90 of stainless steel plate manufacture of magnetic
The phenomenon that few magnet piece 95 drops.
In Figure 18 and 19, built-in screw linkage interface 96 is additionally provided with the surface of tubular warehouse 36.Built-in screw connects
Interface 96 includes a port the internal thread deep hole with concave point.When assembling nontransparent lining container, first slipped over substantially with magnet
Screw connection interface zone, hammering concave point can be formed behind screw connection interface with rubber hammering in liner vessel surface by leaning out
Positioning, alignment hammer recessed point drill and enter screw of the i.e. achievable lining container part of tapping screw including horizontal circle 90 with tubular warehouse 36
Connection.In tapping screw and lining container contact site a large washer can also be set to protect the drilling of lining container will not
In expansion, can also set the material that is bonded and sealed in tapping screw and lining container contact site Tu ensures the closing of lining container
Property.
Undercut design between Figure 18 and the horizontal circle 90 of 19 embodiments can realize that the diameter of lining container maximizes.
Figure 18 and 19 embodiments can also be used for the occlusion of two vertical bars.But for vertical bar, can also directly it process such as figure
19 two linkage interface undercut shapes, directly welded after assembling at the scene.
Figure 20 provides fourteenth embodiment of the invention.
In Figure 20, the tubular warehouse 36 of underground cooling silo 41 has built success.Utilize rail 31 described in embodiment 1
The tower crane group tower crane 32 of upper installation and several the uniform lifting fortune of digital control hoist engine 35 being connected with rigid docking body 34
Sending the part of lining container 68 includes bottom plate, horizontal circle 90, top plate and lid.
The stainless steel plate bottom plate of lining container 36, horizontal circle 90 and top plate are transported to scene after can cutting blanking in workshop,
The connection flange i.e. flanging straight panel that scene folds bottom plate and top plate with automatic argon arc welder joint forming and with folding brake makes again
With the undercut linkage interface of horizontal circle 90, horizontal circle 90 will also process undercut linkage interface.Flanging straight panel 90 to 200 millimeters of models of length
Facilitate subsequent job as long as enclosing.The content of undercut linkage interface is with reference to above embodiment.Horizontal circle 90 uses width 1.5
Rice, the carrying magnetic stainless steel roll bending of thickness 0.25 make.
The bottom disposal ditches 97 of tubular warehouse 36 is first connected with water pump with water pipe, for the draining that may be needed.And
Longitudinal channels 98 on the wall of tubular warehouse 36 are embedded in heat exchange pipeline.
With digital control hoist engine 35 lifting bottom plate in place, lift horizontal circle 90 and be allowed to dock with following part；Again with stinging
Two linkage interfaces that side utensil relies on the rivet holder power of tubular warehouse 36 below to connect insertion are compacted and up time needle plate is gone to
Horizontality.Then resistance welding is implemented to the undercut with seam welder again.This partial content is with reference to above example.Successively after
The continuous horizontal circle of superposition finishes up to all horizontal lap weldings connect, and reconnects the top plate of lining container until completing；Then installation steel is built again
Reinforced concrete tubular storehouse shoulder extremely completes.
Using it is horizontal circle connection manufacture lining container, same stainless-steel roll plate welding seams quantity only have vertical bar connect three/
One；The consistency of thickness of 90 each several parts of horizontal circle.But the vertical channel of horizontal circle 90 not easy processing connection heat exchange pipeline, therefore in concrete
Longitudinal channels are made on the wall of tubular warehouse 36.
Using horizontal circle of digital control hoist engine lifting etc., it can go smoothly during assembling and answer pericardium to include can to avoid in stainless sheet steel
Serve as a contrast container overshoot collision；Can also once it transport in place.
Figure 21 and 22 provides fifteenth embodiment of the invention jointly.
In Figure 21 and 22, to set several fronts be photovoltaic battery panel 101, the generating that backboard is flat radiator 102 dissipates
Hot integrated device 103, it is connected by a revolute pair with basis；Photovoltaic battery panel 101 is connected with power transmission cable；Flat radiator
102 are connected by pipeline with circulating pump and the water route of tubular sheet heat exchanger 104 being arranged inside and outside underground cooling concrete structures.Institute
State and contain freeze proof heating agent in water route.Generating integrated heat dissipation device 103 has two states：Daytime, photovoltaic battery panel 101 was upward
Generating state and the upward radiating state of night flat radiator 102.Flat radiator can use existing tube plate structure bag
Include elastic pipeline flat-plate solar collector fabrication techniques, it is desirable to which the emissivity of film layer is as high as possible including being made using blackboard paint
Film layer.
Generate electricity on Figure 21 and 22 embodiment daytimes and descend the shading more than 80% of cooling silo 41 over the ground；Night cools underground
Heat energy in concrete structures 41 is dispersed into environment.
Figure 21 and 22 embodiments are arranged at tubular sheet heat exchanger 104 and oddment conveying device in underground cooling silo 41
105 linkage interface integrated design manufacture, it is included in two chutes of setting on tubular sheet heat exchanger 104, and is conveyed in oddment
The bottom both sides of device 105 respectively set two and coordinate the sliding block being slidably connected with the chute.So, oddment conveying device
105 when entering underground cooling silo 41, and the sliding block of its bottom and the chute coordinate, so that it may so that chute constraint oddment conveying
The state of device 105 simultaneously undertakes its moiety by weight so that it, which passes in and out underground cooling silo 41, becomes very convenient.
Figure 23 provides sixteenth embodiment of the invention.
In Figure 23, formwork for placing, the concrete pump set, spoir lifting device, spoir conveyer belt, be arranged at strut and on
Each strain transducer on terminal frame, each foil gauge for adhering on digital control hoist engine force sensitive position, and outer ring rotation
Turn the motor of cutlery, centre circle rotation cutlery, central rotation cutlery and digital control hoist engine each via the interface of oneself
Special equipment silo machine control system master control calculating is built on-site with the damp proof structures in underground in circuit 120,121,122 ... 180
The signal of governor circuit 181 connection of machine, and outer ring rotation cutlery, centre circle rotation cutlery, central rotation cutlery and digital control
Execution unit of the motor of hoist engine as main control computer.By the control of main control computer, can make formwork for placing,
The concrete pump set, spoir lifting device, spoir conveyer belt, and outer ring rotation cutlery, centre circle rotation cutlery, central rotation
The state of cutlery and digital control hoist engine changes according to the state change of main control computer.
Claims (6)
1. the method for the anti-salt of underground structure：Building the damp proof structures in underground includes semi-underground damp proof structures, specific underground
Damp proof structures include warehouse, flywheel rotary energy-accumulating facility, garage parking or residential houses, it is characterized in that：
First make the concrete wall of the damp proof structures in first paragraph underground, it is the stria of the wall including surface, special with construction
Linkage interface, built-in the negative pressure connecting pipe and water filling and drainage pipeline of equipment connection；Using thereon when its intensity is up to standard
Linkage interface connection installation underground drilling dig it is standby；It is connected to digital control hoist engine uniform on the downside of docking rigid body and builds coagulation
The steel core rack of cob wall body, which is used to realize, is building the good operating mode of concrete wall and controllable decline and concrete wall pours mould
The state control of plate；When build concrete wall down-force it is inadequate when lift up into weight with hoist engine and include the spoir pressure of the whole bag of FCL
It is hung in the supporting piece on the inside of the concrete wall described in helping and is building concrete wall；Then building in incision soil
Continue heap superimposed code armored concrete on concrete wall and it sinks once again in intensity season up to standard, so repeatedly until building
Completion；
Revetment interface is set to the damp proof structures interior surface in underground, its sealing property is improved and avoids because infiltration causes interior humidity
Too high phenomenon；The structures interior surface includes metope, ground and the top surface of periphery wall；Revetment interface includes connecting
Continuous revetment interface, its material therefor, shape and area are unlimited；Revetment boundary material includes but is not limited to stainless steel plate, plastics
Plate or plastic sheeting and combinations thereof；Layer protective layer or functional layer is set to include wood floors reality on the revetment interface on ground again
Existing required function；Revetment interface includes taking lining container shape or other shapes, and the lining container includes Thin Stainless Steel
Wall container or membrane container；When needing lining container can attached bag with cover include and tubular warehouse share a lid；Make revetment interface
It is tightly connected with structures interior surface and forms more than one closing space；The closing space is made each to connect guarantor with negative pressure source
Hold negative pressure state and realize vacuum or negative pressure drying, the connection includes intermittent communication or continual communication；To ensure that closing is empty
Between internal gas flow it is unimpeded, in the structures or revetment interface internal surface, the stria that some are mutually communicated is set；
When storing object, the diameter of lining container is somewhat increased using the gravity of oddment and be bonded realization with tubular warehouse
Low thermal resistance connects；
Disposal ditches is set to the place of revetment interface internal and the possible ponding of its mezzanine space between concrete wall, and
Go deep into or be connected water guide ditch water discharge with the suction hose of pump drainage facility water inlet connection using one；
It is additionally included in the structures interior surface and caulking groove or steel plate is set as revetment interface and the company of structures interior surface
Border face；The linkage interface closed including continuous；Caulking groove linkage interface is adapted to be embedded in the realization connection of plastic sheeting revetment interface；
Steel plate linkage interface is adapted to be welded to connect with steel plate revetment interface；
More than one water inlet pipe connected with a water source is set and in the envelope close to the top on border inside closing space
Close interior volume and more than one and a drainpipe abandoned water receptacle and connected are set close to the bottom on border；Make the closing empty
Between, water source and abandon water receptacle under same negative pressure state include by the closing space, water source and abandon water receptacle be arranged at it is same
Connected in individual closing space and with a negative pressure source；The water source is periodically made to the closing space water filling and uses water plug
Implementing cleaning to the surface of wall of the closing space by the timely draining of drainpipe includes removing the salinity that may be accumulated；
Set in the outer surface bottom of the structures more than one drinking-water pipe and to it is described construct exterior surface water filling make it is described
The outer surface of structures forms a long-acting clear water field of flow to isolate possible saline and alkaline born to the structures from top to bottom
Face rings；
Also include setting heat exchange interface on the damp proof structures wall in the underground and connection cooling heat exchange is installed with heat exchange interface
Device, the heat energy of oddment is dispersed into environment when temperature is low using cooling heat exchanger part, oddment is grown by cooling
Phase is in suitable stock's temperature；Cooling heat exchanger part includes heat pipe and pipeline heat-exchanger rig；Keep the heat of heat pipe
End or the heat absorption interface of pipeline heat-exchanger rig and heat exchange interface heat transfer connection, holding heat pipe cold end or pipeline heat-exchanger rig
The release interfaces of heat pipe cold end or pipeline heat-exchanger rig are simultaneously placed in protective equipment by release interfaces and extraneous abundant heat exchange
From hitting in effective protective range；Pipeline heat-exchanger rig includes nature and forced circulation heat-exchanger rig；Forced circulation heat exchange dress
The circulating pump put be able to can be exchanged with forward and reverse operation i.e. heat absorption interface and release interfaces；
It is additionally included in inside the damp proof structures of soil and underground on the damp proof structures periphery in underground and cooling heat exchanger part is set, goes back
It is included in airflow path pipe in being set inside the damp proof structures in underground, solves the problems, such as that oddment thermal resistance and vapour lock are big；
The cooling heat exchanger part and middle airflow path pipe set inside the structures needs reinforcement and takes the cooling to change
State of the flowing with minimum barrier effect that thermal device and middle airflow path pipe pass in and out to oddment；
Also include realizing that the distributed constant of oddment turns to the space of refrigeration unit heat exchange interface lumped parameter using heat-exchanger rig
Change, and solve low latitudes lowest temperature height using refrigeration unit refrigeration not asking by what is to function of environment heat emission fully cooled
Topic；Realize the distributed constant of oddment includes two to the heat-exchanger rig that the space of refrigeration unit heat exchange interface lumped parameter is changed
Point, the lower section --- typically referring to the space below highest oddment surface --- being included in inside the structures sets heat
Heat exchange of heat pipe part and middle airflow path pipe, and the top setting inside the structures is direct with the heat pipe heat exchanging device
Or the tubular sheet heat exchanger part to be conducted heat by air；
In the case of temperature is easily too low, it is allowed to avoid harmful low-temperature zone by heating oddment；The facility heated includes
Forced circulation heat-exchanger rig, source pump or solar energy heat collector and combinations thereof；
Build the damp proof structures in the underground that can bear inner vacuum negative pressure and the damp proof structures in the underground are set close
Dosed and open, the damp proof structures in the underground are vacuumized makes oddment be in good temperature to reduce its internal temperature and humidity
The metabolism that oxygen concentration suppresses oddment that condenses, reduces is avoided with humidity range；
By storing oddment to the carbon dioxide inside the increase of the damp proof structures in the underground or nitrogen gas concn；
Manufacture and design the special equipment for building the above-mentioned damp proof structures in underground, including concrete wall body site building equipment and liner
Equipment is built on-site in container；
Concrete wall body site building equipment include ground base framework, underground drilling dig standby, concrete wall make facility and
Control system；
Base frame includes rail basis, the tower crane framework being arranged on the basis of rail and a height being connected with tower crane framework and put
Docking rigid body, several digital control hoist engines are uniformly connected on the downside of docking rigid body and are connected to the steel core net for building concrete wall
Frame, which is used to realize, is building the good operating mode of concrete wall and the control of the state of controllable decline and concrete wall formwork for placing；Number
Word control hoist engine each contains load sensor, and load sensor includes adhering on digital control hoist engine force sensitive position
More than one foil gauge；The load sensor and motor of each digital control hoist engine pass through interface circuit and control system
Main control computer signal connection and execution unit of the motor as main control computer；
Underground drilling digs standby including some circle rotation cutlery shoveling facilities and spoir conveying facility；
Concrete wall, which makes facility, to be included steel core rack making facility, removable concrete wall concrete-pouring template and mixes
Coagulate native placing installation；Also include the removable concrete wall concrete-pouring template of order to be affiliated on docking rigid body by hoist engine
Realize position and the state control of the formwork for placing；
Frock clamp of the equipment including thin plate or film lining container parts is built on-site in lining container, plate cutting welding is set
Apply, undercut producing device and control system；The frock clamp include form lining container vertical bar part lifting apparatus and
The device of concrete wall inner space is inserted, is included with the frock track of cylindrical concrete wall arranged concentric annular or non-
The fixture of annular frock track and the removable horizontal circle or vertical bar that are connected with frock track, gos deep into the connection of lining container
Facility includes undercut machine and resistance welder.
2. the anti-salt structures in underground of method manufacture according to claim 1, it is characterized in that including semi-underground damp proof structures,
The damp proof structures in specific underground include warehouse, flywheel rotary energy-accumulating facility, garage parking or residential houses；In the structures
Interior surface sets revetment interface；The structures interior surface includes periphery wall and surface, ground and top surface；Revetment circle
Face includes continuous revetment interface, and its material therefor, shape and area are unlimited；Revetment interface includes taking lining container shape；Shield
Wall boundary material includes stainless steel plate, plastic plate or plastic sheeting；Include setting layer protective layer again on the revetment interface on ground
Or functional layer includes wood floors and realizes required function, it is characterized in that revetment interface is tightly connected with structures interior surface
Form more than one closing space；The closing space each connects with negative pressure source；
When storing object, the diameter of lining container is somewhat increased using the gravity of oddment and be bonded realization with tubular warehouse
Low thermal resistance connects；
Contain a clean water tank above the outer ledge of the damp proof structures in underground, the exterior bottom of damp proof structures contains in underground
There is an outer collecting-tank, and contain the salt solution suction tube for stretching into outer collecting-tank.
3. the anti-salt structures in underground according to claim 2, it is characterized in that
In underground, the inside bottom of damp proof structures contains an interior collecting-tank, is stretched into infiltration suction tube in interior collecting-tank suction
The ponding of collecting-tank,
The stria being mutually communicated is evenly equipped with structures interior surface,
Connected on the inside of the linkage interface by involving the reinforcing bar core net of thing and concrete wall,
The interior surface of structures connects various linkage interfaces based on containing flush type expansion nut array.
4. the anti-salt structures in underground according to claim 2, it is characterized in that the revetment interface includes steel plate linkage interface
With stainless steel skirting；Linkage interface be it is continuous, skirting continuously welded with linkage interface respectively realize it is close with linkage interface
Envelope is connected, and gap is left between two pieces of adjacent stainless steel skirtings；Or linkage interface is discontinuous, skirting and linkage interface
It is welded to connect and plays fixation and the splicing connection of adjacent two pieces of stainless steel skirtings includes being welded to connect, bonding connection or stung
Side connects；Stainless steel skirting forms a closing space with structures interior surface；Or
The revetment interface includes the linkage interface with ohm-type groove and plastic sheeting skirting, with resilient band that plastics are thin
Film skirting, which pushes away, to be imbedded in ohm-type groove；Plastic sheeting skirting forms a closing space with structures interior surface；Or
Person
The revetment interface includes the linkage interface with steel-core plastic pile crown and the plastic plate skirting with mating holes；Hanging belt is matched somebody with somebody
Close the plastic plate skirting in hole in place and coordinate the steel-core plastic pile crown on mating holes and linkage interface thereon, welded with plastics
Plastic plate skirting is welded to connect by rifle at mating holes, then the plastic plate skirting of two pieces of splicings is sealed into weldering with plastic welding gun
Connect in succession；Plastic plate skirting forms a closing space with structures interior surface；Or
The revetment interface includes the linkage interface with bonding interface and plastic sheeting skirting, and lifting plastic sheeting skirting arrives
Position, then plastic sheeting skirting is pierced through into injection binding agent at linkage interface with the needle point of binding agent syringe；The binding agent
Including UV-cured adhesive or other quick-acting binders；Also include connecting using binding agent between plastic sheeting skirting
Connect；Plastic sheeting skirting forms a closing space with structures interior surface.
5. the anti-salt structures in underground according to claim 2, it is characterized in that inside the damp proof structures wall in the underground or
Periphery inside the damp proof structures in person surface or the underground or within 5 meters from the damp proof structures in the underground, which is set, to be changed
Connection cooling heat exchanger part simultaneously is installed with heat exchange interface in hot interface；Cooling heat exchanger part includes heat pipe and pipeline exchanges heat
Device, including or not include install and use directly cooling purposes source pump and blower fan.
6. the anti-salt structures in underground according to claim 2, it is characterized in that containing inwall or outer wall along tubular warehouse
The heat pipe duct of arrangement, conduct heat containing heat pipe and with heat pipe hot junction and connect in heat pipe duct, the cold end of heat pipe stretches into air and band
There are southern side or north side sunscreen protection plate；Tubular warehouse position is stretched out in the heat pipe of tubular warehouse inwall arrangement and is contained and tubular
The seal member of warehouse；Or it is evenly equipped with magnetic linkage interface soft iron plate in the inner surface of tubular warehouse；It is or damp proof in underground
Structures are internally provided with middle airflow path pipe, and the middle airflow path pipe includes a surface with ventilation but do not passed through
The micropore of oddment, vertically placement, top are higher by the tube of stock's object plane, and the tube includes straight tube and spring-like disk
Pipe.
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| CN202401808U (en) * | 2011-12-27 | 2012-08-29 | 哈尔滨北仓粮食仓储工程设备有限公司 | Flat-top steel plate silo |
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2014
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| CN201679259U (en) * | 2010-02-11 | 2010-12-22 | 刘廷瑜 | Seamed double-wall heat insulation granary |
| CN202401808U (en) * | 2011-12-27 | 2012-08-29 | 哈尔滨北仓粮食仓储工程设备有限公司 | Flat-top steel plate silo |
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| CN105133906A (en) | 2015-12-09 |
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