CN105003101B - The damp proof structures dehumanization method equipment structures in underground - Google Patents
The damp proof structures dehumanization method equipment structures in underground Download PDFInfo
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- CN105003101B CN105003101B CN201410331786.5A CN201410331786A CN105003101B CN 105003101 B CN105003101 B CN 105003101B CN 201410331786 A CN201410331786 A CN 201410331786A CN 105003101 B CN105003101 B CN 105003101B
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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)
Abstract
The damp proof structures in underground, it is characterized in that revetment interface is tightly connected with structures interior surface constitutes enclosure space；The enclosure space is connected to negative pressure source.The special equipment silo machine of the damp proof structures in underground is built, it is characterized in that containing there are one the height being connect with tower crane framework to set docking rigid body, several is evenly equipped on the downside of docking rigid body and is connected to the digital control hoist engine for building tubular warehouse steel core rack.The method for building the damp proof structures in underground includes realizing that oddment distributed constant is converted to the space of refrigeration unit heat exchange interface lumped parameter in underground cooling silo, solves the problems, such as that the low latitudes lowest temperature is high with refrigeration with heat-exchanger rig.Negative-pressure vacuum also has the function of dry, evil of going out and slows down metabolism.It is insignificant that Yangtze River Delta Area underground cooling first summer oddment temperature of silo is no more than 8 DEG C of energy consumptions.The inventory time of rice is expected to extend to 8 years from current 2 years.
Description
Technical field
The present invention relates to the damp proof structures dehumanization method in underground, special equipment and structures.
Background technology
Existing grain depot is mostly built on the ground for damp proof purpose.In Yangtze River Delta Area, summer, due to solar irradiation
And the far infrared radiation of ground object so that in library cereal temperature gradually rise to 30 DEG C it is even higher.Although spend a large amount of gold
Money installs air-conditioning temperature-reducing, leads to put into huge and effect very since the heat conductivility difference oddment of grain is difficult to whole balanced cooling
It is micro-.Rice is dramatically changed by a summer free fatty parameter, and nutrition and taste are all obviously deteriorated, it is many just directly as
Grain in storage for years is handled.Also once had and condense because being formed when the higher grain of temperature cools down suddenly and grain hydrolysis is caused to be gone rotten
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, since wall leakage or the big problem of humidity are unresolved, influence to use.
Invention content
The invention aims to provide the damp proof structures dehumanization method in underground, special equipment and structures.
The damp proof structures dehumanization method in underground of the present invention：The damp proof structures in underground, including semi-underground damp proof structures are built,
The damp proof structures in specific underground include warehouse, flywheel rotary energy-accumulating facility, garage parking and residential houses；
The concrete wall of the damp proof structures in first segment 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；Wait for that its intensity reaches
When mark using thereon linkage interface connection installation underground drilling dig it is standby；With digital control hoist engine uniformly distributed on the downside of docking rigid body
It is connected to and builds the steel core rack of concrete wall for realizing in the good operating mode for building concrete wall and controllable decline and coagulation
The state of native wall body casting template controls；When build concrete wall down-force it is inadequate when to lift up into weight with hoist engine 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 it is cutting
Enter continuing heap superimposed code armored concrete on building concrete wall and sinking once again in intensity seasonal its up to standard for soil ... ...
Repeatedly until building completion；
To the damp proof structures interior surface in underground setting revetment interface, improves its sealing performance and avoid leading to inside because of infiltration
The excessively high phenomenon of humidity；The structures interior surface includes metope, ground and the top surface of periphery wall；Revetment interface with
Continuously preferably, material therefor, shape and area are unlimited；Revetment boundary material include but not limited to stainless steel plate, plastic plate and
Plastic film and combinations thereof；It includes wood floors reality that layer protective layer or functional layer can be arranged on the revetment interface on ground again
Existing required function；It includes Thin Stainless Steel that revetment interface, which can take lining container shape or other shapes, the lining container,
Wall container, plastic containers and membrane container；When needing lining container can attached bag with cover include and tubular warehouse share a lid；It enables
Revetment interface is tightly connected with structures interior surface and constitutes more than one enclosure space；Enable the enclosure space respectively and negative pressure
Source connection keeps negative pressure state to realize that either the negative pressure drying connection includes intermittent communication or continual communication to vacuum；It is true
Protect enclosure space internal gas flow it is unimpeded, the structures or revetment interface internal surface be arranged some be mutually communicated it is thin
Slot；
Further, to the place of revetment interface internal and the possible ponding of its interlayer space between concrete wall
Disposal ditches is set, and gos deep into or connect water guide ditch water discharge with the suction hose for pumping the connection of facility water inlet 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 being closed including continuous；Caulking groove linkage interface is suitble to embedded plastic film revetment interface to realize
Connection；Steel plate linkage interface is suitble to be welded to connect with steel plate revetment interface；
Further, one or more the water inlet pipe being connected to a water source is arranged by the top of proximal border in portion in the enclosed space
And it is arranged one or more by the lower part of proximal border inside the enclosure space and abandons the drainpipe that water container is connected to one；Enable institute
It includes by the enclosure space, water source and abandoning water container and setting under same negative pressure state to state enclosure space, water source and abandon water container
It is placed in the same enclosure space and is connected to a negative pressure source；It periodically enables the water source to the enclosure space water filling, be used in combination
The surface of wall implementation cleaning that water plug drains to the enclosure space by drainpipe in time includes removing to accumulate
Salinity；Alternatively, in underground salinity area higher, more than one drinking-water pipe is set in the outer surface bottom of the structures and to institute
State construct exterior surface water filling so that the outer surface of the structures is formed a long-acting clear water field of flow from top to bottom can be isolated
The saline and alkaline negative effect to the structures of energy.
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
The thermal energy of oddment is dispersed into environment using cooling heat exchanger part when temperature is low, oddment is made to pass through drop by exchange piece
Temperature is chronically at suitable inventory's temperature；Cooling heat exchanger part includes heat pipe and pipeline heat-exchanger rig；Keep heat pipe
Either the heat absorption interface of pipeline heat-exchanger rig and heat exchange interface heat transfer connection keep heat pipe cold end or pipeline heat exchange to fill in hot junction
The release interfaces set with it is extraneous it is abundant exchange heat and the release interfaces of heat pipe cold end or pipeline heat-exchanger rig be placed in protection set
From hitting within the scope of the effective protection applied；Pipeline heat-exchanger rig includes nature and forced circulation heat-exchanger rig；Forced circulation is changed
The circulating pump of thermal forward and reverse can run i.e. heat absorption interface and release interfaces and can be interchanged；
Can also cooling heat exchanger be set inside the damp proof structures of soil and underground on the damp proof structures periphery in underground
Part, can also be arranged 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 being arranged inside the structures need reinforcement and take the drop
Warm exchange piece and middle airflow path pipe have the flowing that oddment passes in and out the state of minimum barrier effect；
Heat-exchanger rig can also be used to realize the distributed constant of oddment to the sky of refrigeration unit heat exchange interface lumped parameter
Between convert, and solve low latitudes lowest temperature height using refrigeration unit refrigeration can not be by fully cooling down to function of environment heat emission
Problem；Realize that the heat-exchanger rig that the distributed constant of oddment is converted to the space of refrigeration unit heat exchange interface lumped parameter can divide
For two parts, it is included in the lower section inside the structures --- typically referring in highest oddment surface space below ---
Heat pipe heat exchanging device and middle airflow path pipe, and the top setting inside the structures and the heat exchange of heat pipe are set
Part directs or through the tubular sheet heat exchanger part of air heat transfer；
In the case of temperature is easy too low, it is allowed to avoid harmful low-temperature zone by being heated to oddment；The facility heated
Including forced circulation heat-exchanger rig, heat pump unit 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
Object setting sealing warehouse lid is built, vacuumized to the damp proof structures in the underground makes oddment be in reduce its internal temperature and humidity
The metabolism that good temperature avoids moisture condensation, reduces oxygen concentration inhibition oddment with humidity range；
For example increased in the holding damp proof structures in underground by discharging specific gas to the damp proof structures in the underground
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 that ground base framework, underground drilling dig standby, concrete wall making and set
It applies and control system；
Base frame includes that rail basis, the tower crane framework being set on the basis of rail and one connect with tower crane framework
Height sets docking rigid body, 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 is for realizing in the good operating mode for building concrete wall and controllable decline and the state control of concrete wall formwork for placing
System；Digital control hoist engine respectively 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 driving motor of each digital control hoist engine pass through interface circuit and control
The main control computer signal of system processed connects and execution unit of the driving motor as main control computer；
It includes several circles rotation cutlery shoveling facility and spoir conveying facility that underground drilling, which is dug standby,；
It includes that steel core rack makes facility, removable concrete wall concrete-pouring template that concrete wall, which makes facility,
And concrete placing installation；Removable concrete wall concrete-pouring template can also be enabled to be affiliated to by hoist engine rigid in docking
Position and the state control of the formwork for placing are realized on body；
It includes the frock clamp of thin plate or film lining container parts, plate cutting weldering that equipment, which is built on-site, in lining container
Connect facility, undercut producing device and control system；The frock clamp include constitute lining container vertical bar component lift and
It is inserted into the device of concrete wall inner space, includes annular or non-with the tooling track of cylindrical concrete wall arranged concentric
The fixture of annular tooling track and the removable horizontal circle or vertical bar that are connected with tooling track, the connection for going deep into lining container
Facility includes undercut machine and resistance welder.
The present invention realizes one of the technical solution of its purpose according to the above method：It includes half ground to build the damp proof structures in underground
Under damp proof structures, the specific damp proof structures in underground include warehouse, flywheel rotary energy-accumulating facility, garage parking and it is civilian live
Residence；At structures interior surface setting revetment interface；The structures interior surface include periphery wall and surface, ground and
Top surface；Preferably continuously, material therefor, shape and area are unlimited at revetment interface；Revetment boundary material include it is a kind of with
On stainless steel plate, plastic plate and plastic film；Layer protective layer or functional layer can be set again on the revetment interface on ground
Required function is realized including wood floors.It enables revetment interface be tightly connected with structures interior surface and constitutes more than one closing
Space；The enclosure space is respectively connected to negative pressure source.
One clean water tank can also be set on the outer ledge of the damp proof structures in underground, be used for concrete structures wall
External side provides clear water；Or one outer collecting-tank is set in the exterior bottom of the damp proof structures in underground, it is stretched with brine suction tube
Enter the ponding that outer collecting-tank aspirates outer collecting-tank；Or one interior collecting-tank is set in the inside bottom of the damp proof structures in underground,
The ponding of collecting-tank in interior collecting-tank suction is stretched into infiltration suction tube；Or be uniformly mutually communicated in structures interior surface
Stria；Or it is connected on the inside of the linkage interface by involving the reinforcing bar core net of object and concrete wall；Or structures is interior
Various linkage interfaces are connected based on portion surface setting flush type expansion nut array.
It includes steel plate linkage interface and stainless steel skirting that the revetment interface, which can also be enabled,；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 and linkage interface, which are welded to connect, plays fixed function and two pieces adjacent
The splicing of stainless steel skirting is connected including being welded to connect, bonding connection is connected with undercut；Inside stainless steel skirting and structures
Surface constitutes an enclosure space；Or
The revetment interface includes the linkage interface with ohm-type groove and plastic film skirting, will be moulded with resilient band
Material film skirting, which pushes away, to be imbedded in ohm-type groove；Plastic film skirting constitutes a closing sky with structures interior surface
Between；One layer or more plastic film i.e. ohm-type groove can be embedded in same ohm-type groove to be used as plastic film to protect simultaneously
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 matching hole；Lifting
Plastic plate skirting with matching hole in place and makes steel-core plastic pile crown cooperation on matching hole and linkage interface thereon, with modeling
Plastic plate skirting is welded to connect by material welding gun at matching hole, then close with the plastic plate skirting that plastic welding gun splices two pieces
Envelope is welded to connect；Plastic plate skirting constitutes an enclosure space with structures interior surface；Or
The revetment interface includes the linkage interface with bonding interface and plastic film skirting, lifts plastic film revetment
Plastic film skirting in place, then with the needle point of binder syringe is pierced through injection binder by plate at linkage interface；It is described viscous
It includes UV-cured adhesive or other quick-acting binders to tie agent；Binder can also be used between plastic film skirting
Connection；Plastic film skirting constitutes an enclosure space with structures interior surface.
It can also enable inside the damp proof structures wall in the underground or in the damp proof structures in surface or the underground
Periphery setting heat exchange interface within portion or 5 meters from the damp proof structures in the underground simultaneously installs connection cooling with heat exchange interface
Exchange piece；Cooling heat exchanger part includes heat pipe and pipeline heat-exchanger rig, including or not installing and using directly
Connect the heat pump unit and wind turbine of cooling purposes；Pipeline heat-exchanger rig includes nature and forced circulation heat-exchanger rig；Forced circulation is changed
The cycle of thermal forward and reverse can run i.e. heat absorption interface and release interfaces and can be interchanged；The heat exchange interface includes being set to
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 it conducts heat and connects with the longitudinal fluting.
The heat pipe duct that inner wall or outer wall along tubular warehouse are arranged can also be used, contains heat pipe simultaneously in heat pipe duct
It conducts heat and connects 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 inner wall 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 that a surface is higher by with ventilation but not by the micropore of oddment, roughly vertical placement, top
The tube of inventory's object plane, the tube include straight tube and spring-like coil pipe.
It can also be using by the way of the embedding heat pipe in oddment lower part, top setting tubular sheet heat exchanger.And it is number to enable working medium
Liquid-sucking core is arranged in heat pipe inner wall in gram alcohol.
The present invention realizes the two of the technical solution of its purpose according to the above method：Manufacture damp proof structures scene under a tableland
Special equipment silo machine is built, including ground base framework, underground drilling dig standby, tubular warehouse and make facility and control system；
Base frame includes rail basis and the tower crane framework that is set on the basis of rail；It includes steel core rack that tubular warehouse, which makes facility,
Make facility, removable tubular warehouse concrete-pouring template and concrete placing installation；It includes several circles that underground drilling, which is dug standby,
Cutlery shoveling facility and spoir conveying facility are rotated, it is characterized in that containing there are one the height being connect with tower crane framework to set docking rigid body,
It is evenly equipped with several on the downside of docking rigid body and is connected to the digital control hoist engine for building tubular warehouse steel core rack and several companies
The hoist engine of connect cylinder shape warehouse formwork for placing；Digital control hoist engine respectively contains load sensor, and load sensor includes patch
It is placed in more than one foil gauge at digital control hoist engine force sensitive position；The load sensor of each digital control hoist engine and
Driving motor is used as master control meter by interface circuit and the connection of the main control computer signal of control system and the driving motor
The execution unit of calculation machine.
The present invention realizes the three of the technical solution of its purpose according to the above method：Manufacture damp proof structures scene under a tableland
Building equipment lining container machine includes frock clamp, undercut device, installation for welding and the control of thin-walled steel plate lining container component
System is evenly equipped with several it is characterized in that containing there are one the height being connect with tower crane framework to set docking rigid body on the downside of docking rigid body
Connect the digital control hoist engine and the elevator of several connection lining container undercuts or installation for welding of lining container parts
Machine；Digital control hoist engine respectively 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 driving motor of each digital control hoist engine pass through interface circuit and control
The main control computer signal of system processed connects and execution unit of the driving motor as main control computer.
The present invention realizes the four of the technical solution of its purpose according to the above method：A horizontal circle of lining container component is manufactured,
A great circle circle for being just put into tubular warehouse is made including 1 to 2 meter of stainless steel roll bending automatic argon arc welder docking of width,
It is characterized in that great circle circle each section consistency of thickness, contains upper and lower linkage interface respectively in two annular end faces of horizontal circle, on
Linkage interface contains the bending caulking groove of ranging from 140 ° ± 40 ° of bending angle；Lower linkage interface contains ranging from 35 ° of bending angle
± 18 ° of bending short slabs；The depth dimensions of the bending caulking groove and the length size of bending short slab are same or similar.
Advantageous effect：Present invention revetment interface is with structures interior surface one enclosure space of composition and to enclosure space
It vacuumizes, the possible infiltration of concrete wall or leak can be effectively removed and reduces the humidity inside structures, although ground
Under the interior surfaces of damp proof structures be in vacuum negative pressure condition, but the use space of the structures can be normal pressure, and
The wall of the structures can't generate negative work because of directly offseting with revetment interface because of the negative pressure of enclosure space
With.The present invention using the semi-underground tubular warehouse in underground can the soil of resistance to outside pressure, so as to safely utilize soil
Cold-storage ability inhibit 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 temperature be less than oddment temperature when constantly by the thermal energy of oddment be dispersed into air without consume
Energy.Substantially estimate：When configuring 40 heat pipes, one winter 4 megawatt of heat dissipation 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 down 11 DEG C.In this way if being that can make first summer library in terms of 19 DEG C by the temperature into the damp proof structures storage in underground
The maximum temperature of storage is no more than 8 DEG C.Night in the fall, temperature again can be with radiating and coolings when being less than 8 DEG C.In general, occurring
The Frost's Descent means that temperature drops to zero DEG C or less.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 thermal energy will be exported to environment make the damp proof structures internal temperature in tubular underground less than reduction by heat pipe.
Heat pipe is arranged in the soil of the damp proof structures periphery in underground can promote the cooling of surrounding soil, and more cold-storage inhibits underground
Other temperature slightly higher parts are contributed by the thermal energy of oddment.Underground structure can utilize the heat storage performance of soil to stabilize oddment
Temperature fluctuation so that it is avoided harmful high temperature, but only solve the problems, such as that dehumidifying could realize efficiently using for the underground space.Library
The embedding heat pipe in storage lower part, top are arranged the mode of tubular sheet heat exchanger and enable the heat-pipe working medium minimized, for example to one 10
The heat pipe of rice is small to the threat of oddment and do not consume energy reliably only with 20 grams or so ethyl alcohol working medium；And the tubular sheet heat exchanger of top
Part can then realize the heat exchange with the heat absorption interface of refrigeration unit and overhaul conveniently well.
Moisture-proof dual fail-safe may be implemented using lining container, enclosure space is protected in other words by being vacuumized to interlayer space
Holding negative pressure can keep dry state, even if the minimal amount of moisture permeated in water or air under huge groundwater pressure
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 gain everything and lose nothing to the edible grain of non-seed purposes.Using connection lining container
The internal appendix with special gas tank can look after seed by realizing the Oxygen control to seed or maintain underground anti-
The concentration of other gases meets needs in wet structures.Lining container inside is vacuumized, it can also be straight to the grain of high humility
It is connected in the damp proof structures in underground and is dehydrated, northern grain winter is avoided to freeze the more mouse losses of half a year outside and go rotten serious
The problem of.It itself is also that one kind compares relatively mild temperature-fall period to vacuumize, as long as not too.Use lining container can be with
It enables the vacuum degree of interlayer space be slightly above the vacuum degree in lining container, is provided slightly above 0.001 atmospheric pressure
10 kilograms every square metre of pressure, which is used to lift, holds in the palm the top stainless steel plate of lining container to be allowed to shape full.For lining container packet
Include the case where 95% or more area of top is contacted with tubular warehouse, lining container inside is 0.8 to 0.9 atmospheric pressure, interlayer 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, and the operating mode of tubular warehouse is made to be optimized.
Using the pipeline heat-exchanger rig of forced circulation, the characteristics of distributed parameters that can better adapt to oddment carries out hot friendship
It changes, and has the advantages that heat exchange power is big, but circulating pump needs to consume a small amount of energy.Heat or pipeline are passed through using heat pump unit
The heat exchange interface of heat-exchanger rig is absorbed heat in the damp proof structures in underground, and there is big, the suitable high humility grain of power to need to be dehydrated as early as possible
The excessively high demand for burning out grain of temperature is prevented, can be cooled down later not against heat pump unit after short time dehydration；Certainly, this
In the case of can also to include Roots blower using negative pressure source realize dehydration cooling to provide low vacuum or negative pressure.Using heat pump
Unit or solar energy may be implemented certain fruit and too low cannot be wanted to storage temperature to being heated inside the damp proof structures in underground
It asks.Heat pump unit heating power is big and energy saving.It then can not electricity consumption using solar energy heating.Due to oddment temperature always
Keep very low, the free fatty of rice can be after still maintaining extremely low level for many years.Both paddy one or two years can be reduced
Ageing is had to the scene as feed processing waste grain, and consumer can be made to enjoy the cereal of more preferable quality.
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.May insure the stress safety of tubular warehouse using docking rigid body or cyclic annular docking rigid body, not by or
Person is few to be influenced by the tower crane accident being likely to occur.It 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 possible situation early flat at the first time
Weigh all digital control hoist engines load, to individual digital control hoist engine characteristic 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 the armored concrete tubular storehouse of 10 meters of outer diameter, 9.5 meters of average internal height, 0.14 meter of tubular warehouse wall thickness
Body, about 1004.5 cubic metres of volume can store about 1,050,000 jin of grains.One group of 5 underground cooling silo cost includes：Coagulation
Soil 300 cubic metres 10.5 ten thousand yuan, 40 tons 250,000 yuan of reinforcing bar, 14.5 ten thousand yuan of 2355 ㎡ of lining container stainless steel plate, cooling installation and
Attachment includes 1,100,000 yuan of 400,000 yuan of lid and control system, exploration and design examination ＆ approval and license fee, 100,000 yuan artificial, 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
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 at 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 8 years or more from 2 years.Building the soil dug out when the cooling silo of underground can bake bricks
Then sells 50 yuan and can take in 110.5 ten thousand yuan for every cube.It can also be subtracted than stainless steel inner lining container using plastic film lining container
Nearly 200,000 yuan are invested less.When using plastic film lining container, barrel adheres on concrete tubular warehouse wall, and profit
It is pushed down with the magnet piece being connect with the soft iron plate magnetic on tubular warehouse.The soft iron plate is distributed on tubular warehouse.Plastics are thin
It is hung by being set to the cable at the top of tubular warehouse and is connect in succession in the top of film tubular warehouse.
It, can be by the upper surface of underground cooling concrete structures a small amount of photovoltaic battery panel of setting for inland property weather
Come build do not depend on power grid fruit underground cool down the damp proof structures in fruit underground, only use power grid expense of increasing capacity use and freezer equipment
Budget investment photovoltaic cell it is every other than personal electric energy saves the tens thousand of members of the electricity charge every year during can be afterwards 25 years
Year can also increase several ten thousand yuan of power selling income.Build the ground to cool down simultaneously using heat pipe and pipeline heat-exchanger rig using heat pump unit
The damp proof structures of lower half underground cold storage or underground, contribute to using electricity wisely.It is built using photovoltaic battery panel and utilizes photovoltaic cell
The photovoltaic underground cooling concrete structures of plate power supply with using electricity wisely or can not depend on power grid.
Description of the drawings
It further illustrates below in conjunction with the accompanying drawings.
Fig. 1 is the structural schematic diagram 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 schematic diagram at a structures interior surface setting plastic film revetment interface.
Fig. 4 is the structural schematic diagram at a structures interior surface setting plastic plate revetment interface.
Fig. 5 is the structural schematic diagram at a structures interior surface setting plastic film revetment interface.
Fig. 6 is the structural schematic diagram at the setting of structures interior surface a revetment interface and floor functional layer.
Fig. 7 is the device layout figure of underground cooling silo construction 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 the damp proof structures wall in underground of Figure 12.
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 schematic diagram 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 plates manufacture 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 the state knot that the underground of a power generation integrated heat dissipation device cools down silo daytime and night 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；4,5. skirting；6. top；7. waterproof every
Thermosphere；8. vacuum pipe；9. vacuum pump；10. stria；11. enclosure space；12. negative-pressure pipeline；13. negative pressure source；14. clean water tank；
15. outer collecting-tank；16. brine 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. involving object；
27. binder 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 down；42. rotation cutlery of cutting the earth is total
At；43. the concrete pump set；44. spoir lifting device；45. spoir conveyer belt；46. removable room；47. photovoltaic battery panel；
48. being moved one-dimensionally vice mechanism；49. strain transducer；50. outer ring rotates cutlery；51. strut；52. ring-shaped guide rail；53. fixing
Plate；54. movable plate；55. lead screw；56. upper end rack；57. centre circle rotates cutlery；58. center rotates 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. interlayer space；70. negative-pressure pipeline；71. interlayer 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
It sets；85. turnable bracket；
90. horizontal circle；91. bending caulking groove；92. bending short slab；93. idler wheel；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. generate electricity integrated heat dissipation device；104. tubular sheet heat exchanger；
105. oddment conveying device；
120,121,122 ... 180. interface circuit；181. governor circuit.
Specific implementation mode
Fig. 1 provides first embodiment of the invention.
In Fig. 1, the damp proof structures 1 in underground are built, include that steel plate connects at 1 interior surface of structures setting revetment interface 2
Interface 3 and stainless steel skirting 4；When linkage interface 3 be consecutive hours, skirting 4 respectively with weld interface 3 continuously welding realize with
The sealed connection of weld interface 3, there are gaps 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 be welded to connect with linkage interface 3 connect including spot welding play fixed function enable again adjacent two pieces not
4,5 splicing of rust steel skirting is connected including being welded to connect, bonding connection is connected with undercut.Concrete structures 1 in the present embodiment
For tubular silo, because waterproof heat-insulating layer 7 is arranged in 6 outside of top, and vacuum pump is connected with vacuum pipe 8 inside tubular silo
9 vacuumize, therefore 6 inner surface of top 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 1 interior surface of structures.Stria 10 may insure that underground is damp proof and construct
I.e. 11 air-flow of enclosure space of interlayer space formed between the surface of wall, that is, interior surface and skirting 4,5 of object 1 is unobstructed.With negative
Pressure pipeline 12 is connected to negative pressure source 13 and enclosure space 11 vacuumizes enclosure space.The outer ledge of damp proof structures 1 in underground
A clean water tank 14 is arranged in top, for providing clear water to 1 wall outer side of concrete structures, and in the damp proof structures in underground 1
Outer surface bottom at be arranged an outer collecting-tank 15, stretch into outer collecting-tank 15 with brine suction tube 16 and aspirate outer collecting-tank 15
It is possible saline and alkaline to described to be isolated in the outer surface of structures to form a long-acting clear water field of flow from top to bottom with this for ponding
The negative effect of structures includes ensuring the reinforcing bar of structures 1 for a long time not by salt corrosion soil underground water salt reduction.Soil or
The volume of reinforcing bar can be made to increase simultaneously spalling concrete if with reinforcing bar chemical reaction occurs for the salt of underground water.In the damp proof structure in underground
The inside bottom of object 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.
Include steel plate linkage interface 3 and upper and lower stainless steel revetment at structures interior surface setting revetment interface in Fig. 2
Plate 4,5.Linkage interface 3 is using the stainless steel plate of 1 millimeters thick, 30 mm wide, the linkage interface 3 when making concrete reinforcement core net
It is connected through a screw thread with concreting mold, unloading the screw thread can be with concreting mold separation.It obtains in this way
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
21 side welding edge of device is moved 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 that layer of stainless steel skirting directly will 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 can also by upper layer stainless steel skirting melt 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.It welds the splicing stainless steel skirting formed and constructs
Object interior surface constitutes an enclosure space together.
Fig. 3 provides third embodiment of the invention.
Include the linkage interface 3 with ohm-type groove 22 and modeling at 1 interior surface of structures setting revetment interface in Fig. 3
Expect film skirting 5.First with hoist engine lifting plastic film skirting 5 in place at ohm-type groove 22, then craft bullet
Property filler rod 23, which pushes away plastic film 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 notch.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 film skirting 5 in 22 inner wall of ohm-type groove.Plastic film skirting 5 with construct
Object interior surface constitutes an enclosure 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 film skirting 5 and ohm-type groove 22.Elasticity is embedding
Item 23 can also use a solid rubber item.
Fig. 4 provides four embodiment of the invention.
Include 3 He of linkage interface with steel-core plastic pile crown 24 at structures interior surface setting revetment interface in Fig. 4
Plastic plate skirting 4,5 with matching hole.Steel-core plastic pile crown 24 includes intermediate steel core and the plastics pile crown that is connect with steel core.
Steel core can increase intensity；Plastics pile crown is then the linkage interface welded with plastic plate skirting 5.First matched with hoist engine hanging belt
It closes the plastic plate skirting 5 in hole in place and matching hole thereon is made to coordinate with the steel-core plastic pile crown 24 on linkage interface 3.It uses again
Plastic plate skirting 5 is welded to connect at matching hole and by crator equating by plastic welding gun 25.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 constitutes an enclosure space with structures interior surface.
Fig. 5 provides fifth embodiment of the invention.
Include that the linkage interface 3 with bonding interface and plastics are thin at structures interior surface setting revetment interface in Fig. 5
Film skirting 4.The material of linkage interface 3 includes that heat wards off aluminium steel plate, wards off aluminium layer by anodized as bonding interface.Even
3 inside of border face is connect by involving object 26 with the reinforcing bar core net of concrete wall.It includes steel wire to involve object 26.First use hoist engine
Lift plastic film skirting 5 in place, then with the needle point of binder syringe 27 at linkage interface 3 by plastic film skirting 5
Pierce through injection binder bonding connection plastic film and linkage interface.For the plastic film of UV clear, purple may be used
Outside line cures binder；Other quick-acting binders can also be used.Binder can also be used to connect between plastic film skirting 4
It connects.Plastic film skirting 4 constitutes an enclosure space with structures interior surface.
In the embodiment of Fig. 2,3,4 and 5, for the wall of the existing buildings inconvenient to use for involving object, it may be used and bury
Enter and connects various linkage interfaces based on formula expansion nut array.At this point, flush type expansion nut array plays and involves object
Effect.
Fig. 6 provides sixth embodiment of the invention.
Include steel plate linkage interface and stainless steel skirting at structures interior surface setting revetment interface in Fig. 6.Connection
Interface uses the stainless steel plate of 1 millimeters thick, 30 mm wide.First in structures interior surface setting flush type expansion nut array 28.
It is laid with linkage interface on flush type expansion nut array 28 and is screwed.Again in place by stainless steel skirting arrangement, it uses
Laser soldering device is by adjacent two pieces of stainless steel plate skirtings and linkage interface sealing welding so that stainless steel skirting with construct
Object interior surface forms an enclosure space 11.It is connected to envelope with enclosure space with a negative-pressure pipeline being connected to negative pressure source 12
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 with, tower crane group is installed on rail 31,
Tower crane group includes four tower cranes 32, is linked into an integrated entity with truss 33 between four tower cranes 32.By rigid 34 height of docking body set and with
Tower crane 32 connects, under several uniformly distributed digital control hoist engines 35 of 34 downside of rigid docking body, digital control hoist engine 35
37 part reinforcing bar 38 of end 36 steel core rack of connection tubular warehouse；Make the steel core rack that steel core rack 37 includes 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.
It needs to build row underground cooling silo 41 along rail 31.Can take built one by one with a tower crane group it is multiple
Cooling silo 41 in underground respectively can also 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 pours tubular orlop 39 and nethermost tubular warehouse 36 simultaneously with 43 pump concrete of the concrete pump set
It is conserved.The installation and debugging of chain-bucket spoir lifting device 44 and spoir conveyer belt 45 are unfolded during maintenance.Wait for tubular orlop
39 maintenances terminate, continue up with make the steel core rack 37 of tubular warehouse 36 based on reinforcing bar 38, remove tubular orlop 39
Formwork for placing.
When using whole 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 spoir lifting device 44 etc. 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 spoir lifting device 44 etc..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 number is controlled
Load sensor is arranged in hoist engine processed, and enables load sensor and digital control hoist engine driving motor each by interface circuit
It is connect 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 acquire point of the related data for underground water level attribute
Analysis.
After underground cooling silo 41 is built up, rail 31 can not be torn open, the erection of equipment interface for accessing grain later.Cause
This, the running route that the running route of spoir lifting device 44 and spoir conveyer belt 45 can be accessed 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.It can also be
It is run on rail 31 and moves room 46 and photovoltaic battery panel 47.Photovoltaic battery panel 47 should not block earth's surface to day vertically in night
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 consistency, 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,
Installation accuracy is easy to reach higher standard, small to the negative effect of work surface and controllable；Rail and tower crane component 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
It sets.Strut 51 and ring-shaped guide rail 52 are installed on 39 installation interface set in advance of tubular orlop and rotation cutlery in outer ring is installed
50, include rotating cutlery lead screw regulating mechanism, outer ring rotation with the outer ring that fixed plate 53, movable plate 54 and lead screw 55 form
Cutlery lead screw regulating mechanism is connect by a revolute pair mechanism with ring-shaped guide rail 52.Pass through adjustment fixing plate 53 and movable plate 54
Relative position can adjust be installed on movable plate 54 outer ring rotation cutlery 50 motion range.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 center rotation cutlery 58 are installed.
Each circle rotation cutlery 50,57 and 58 constitutes rotation cutlery assembly.Start each circle rotation cutlery 50,57 and 58 to cut the earth.
Outer ring rotates 50 edge ring-shaped guide rail 52 of cutlery rotation side and cuts soil, due to needing to retain some soil below tubular warehouse 36
Earth supports tubular warehouse 36 in order to avoid its decline is too fast out of control, and remain with one section in the lower section of tubular warehouse 36 turns over tubular orlop 39
The soil 60 that side 59 contacts.Because by the weight of tubular warehouse 36, the tubular soil 60 of close flange 59, which can be crushed to turn over, to be fallen
And the axis line location of cutlery 50,57 and 58 rotation direction tubular warehouses 36 is rotated by each circle.Since the attribute of soil is different, need to adjust
The wall thickness of soil 60 is to obtain the support force to 39 flange 59 of tubular orlop of needs.This task rotates cutlery silk by outer ring
Bar regulating mechanism is realized.
Shoveling a distance, starting each digital control hoist engine 35 makes tubular warehouse 36 controllably decline set depth, then will
The formwork for placing 61 of tubular warehouse 36 moves up and continues the height that casting concrete increases tubular warehouse 36.It is poured until newly
Concrete strength it is enough, be just again started up each circle rotation cutlery 50,57 and 58 and cut the earth and tubular warehouse 36 is made to move down in place.It digs
The soil gone out is removed by spoir lifting device and spoir conveyer belt.
The construction of tubular warehouse finishes, and removes ring-shaped guide rail 52, strut 51 and upper end rack 56, then to 39 flange of tubular orlop
The blank space of 59 insides, which adds, sets reinforcing bar and concrete forms complete tubular orlop 39.Further according to design requirement, make in steel plate
It serves as a contrast container or builds tubular storehouse shoulder.
It can also be uniformly arranged several one-dimensional movement vice mechanisms 48 in 36 outside of tubular warehouse；Moving vice mechanism 48 includes
Draw runner and sliding slot；Draw runner is connect with tubular warehouse 36 or integral production；Sliding slot is connect 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, the torsion around tubular warehouse axial line of generation
Square reaction force is because direction of rotation is mutually cancelled out each other instead.If what each circle rotation cutlery 50,57 and 58 generated surrounds tubular
The sum of the torque reaction of warehouse axial line is not zero and tubular warehouse 36 can be driven to rotate or make tubular together when larger
When warehouse 36 has the trend of rotation.Due to being moved one-dimensionally the constraint of vice mechanism 48, ensure that tubular warehouse 36 cannot rotate.
In order to understand when each circle rotation cutlery 50,57 and 58 is cut, the torque around tubular warehouse axial line that generates is counter to be made
Firmly state is uniformly arranged several strain transducers 49 on strut 51 and upper end rack 56.And enable strain transducer 49, each
The driving motor of circle rotation cutlery 50,57 and 58 is connected each by interface circuit and the main control computer signal of control system.
When each circle rotation cutlery 50,57 and 58 is cut the torque reaction around tubular warehouse axial line that generates be it is clockwise/
When counterclockwise and being greater than the set value, the torque for reducing generation clockwise/counterclockwise direction around tubular warehouse axial line is anti-
The rotation cutlery input power of active force realizes that each circle rotation cutlery 50,57 and 58 generates the torsion around tubular warehouse axial line
The balance of square reaction force.
In order to avoid the gravity deficiency of tubular warehouse 36 is to overcome the frictional force of itself and soil that cannot thus glide rapidly
Several supporting pieces 79 are arranged in the inner wall even distribution of tubular warehouse 36 in phenomenon.When needing can in each supporting piece 79 uniform load weight
Object includes the spoir of whole bag to help 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 41 wall of warm silo.Heat pipe 61 is a kind of aluminium section bar heat pipe, and working medium uses refrigerator and air conditioner system
Cryogen.61 tube wall of heat pipe carries involute shape wing plate 64.Involute shape wing plate 64 was not only fully bonded with tubulose duct 63, but also conveniently
The installation of heat pipe 61 is taken out.When installing and taking out heat pipe 61, side is counterclockwise, and rotating heat pipe can facilitate court heat pipe 61
Axial line moves heat pipe 61.Heat transfer in order to slow down surrounding soil 60 increases the temperature of underground cooling silo 41, declines on ground
There are also installed peripheral heat-pipe radiating apparatus 65 for the periphery of warm silo 41；And it is also provided with internal heat in underground cooling silo 41
Pipe radiator 66.Internal heat-pipe radiating apparatus 66 is inserted into 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 element when needing.
In underground, cooling silo 41 is internally provided with lining container 68, cools down between silo 41 and lining container 68 in underground
Interlayer space 69 be provided with and negative-pressure pipeline 70 and be connected to interlayer space negative pressure source 71.Cool down silo 41 with tubular in underground
Under vacuum pipe 73 is provided between damp proof structures negative pressure source 72 for vacuumizing to form negative pressure.It is inserted among oddment 74
Several middle airflow path pipes 75.Middle 75 length range of airflow path pipe be underground cool down 41 height of silo 50% to
98%；Roughly vertical placement；Top is higher by 74 upper surface of oddment.It is wet in oddment 74 by middle airflow path pipe 75
It is so incensed that be rapidly reached underground cooling silo 41 top and be absorbed by the damp proof structures negative pressure source in tubular underground 72.Heat pipe 61 it is cold
End 76 is elevated above the soil to be come into full contact with air.
It is repaired in order to facilitate heat pipe 61, tubular warehouse 36 is enabled to extend upwardly to ground.Also protect in this way heat pipe 61 not with soil
Earth contacts.On the storehouse shoulder 77 of underground cooling silo 41 and periphery setting heat insulation and water resistance layer 78 is to stop that the thermal energy on ground enters
Underground cooling silo 41 and rainwater carry the temperature that thermal energy increases underground cooling 41 surrounding soil of silo.Stop the thermal energy summer on ground
The oddment temperature positioned at surface can be made to reduce by 3 DEG C in season；The thermal energy of rainwater carrying is blocked with 19 DEG C of mean temperature, soil mesh
It marks temperature 3 DEG C and 300 square metres ranges and enters 400 cubic metres of the rainwater of underground every year and count, the thermal 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, surface cannot 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 damp proof structures height in the height dimension ranging from underground of middle airflow path pipe 75 50% to 100%；Caliber take 20 to
100 millimeters.Reinforcing rib may be used when middle airflow path pipe 75 is using spring-like fashion and increase intensity；Reinforcing rib can be located at
On the axial line for the surface of revolution that the bourdon tube envelope is constituted.Middle airflow path pipe can also with go deep into lining container
Blind pipe integrated design manufacture and using blind pipe as reinforcing rib.
After tubular warehouse part is completed, tubular orlop or first manufacture tubular storehouse shoulder can be first manufactured；In orlop soil layer
It, can directly primary or gradation laying tubular orlop when the convergence of sufficiently stable and underground water is slower；When orlop soil layer is unstable
The convergence of fixed or underground water may be used formwork for placing when too fast and be layed in orlop；It, can be for the first time in order to recycle 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；It, can be in cylinder when needing
Several fabrication holes are arranged for drawing water or pouring water to keep ground pressure on the outside of orlop in shape orlop, finally block fabrication hole again；
Tubular orlop can also be made prefabricated component and then hang and be assembled down toward field conduct.
Stainless steel plate lining container hanging device is spliced according to lining container using vertical bar or the splicing of horizontal circle 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 packet of horizontal circle splicing
Include the steel plate or stainless steel plate that lopping is connected through automatic argon arc welder；Handheld laser welding dress may be used in vertical bar splicing
It sets, 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 cannot be too thin when weldering.For this purpose, 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 81 caulking groove of the wing plate 81 with caulking groove and embedded wing plate
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
Connection repeats the patch tubular warehouse of multiple vertical bars 80 being welded to connect, until the warehouse of a complete lining container is made.It is each
A 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 that smaller diameter can be kept to facilitate into tubular warehouse when mounted；It is storing
When storage body, it can utilize the gravity of oddment that the diameter of lining container is made slightly to increase and be bonded with tubular warehouse and realize low-heat
Resistance connection.Conduit also has the function of absorbing diametrical dimension error and absorbs lining container and tubular warehouse coefficient of thermal expansion not
With the change in size problem brought.In addition, if scale error and the variation of absorption vertical direction are needed, it can be by liner
The top of container makes concentric corrugated surface to realize.But in fact, not considering that this part is also not related.
Lining container itself can also be exchanged heat by embedded elastic u-shaped pipe.The air-flow that conduit also retains interlayer space is logical
Road makes the effect of negative pressure source that can be deep into each section of interlayer space.
One steel plate with U-shaped elastic pipeline and indent conduit or 80 length of stainless steel plate vertical bar up to 10 meters or more,
It needs to be held up with special facilities and connect 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, it includes several wheels, fuselage 83,84 and of hydraulic pushing device to move hydraulic pressure vertical bar erecting mechanism
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 is 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
It rises.
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.Make the upper linkage interface folding 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 made to stretch into linkage interface bending caulking groove 91 as shown in the dotted line of side,
The rivet holder power of tubular warehouse 36 below is relied on to be compacted the upper and lower linkage interface 91,92 of embedded connection with undercut utensil again
And up time needle plate goes to horizontality.Then the idler wheel 93 of seam welder is used to implement resistance welding to the undercut again.It can also incite somebody to action
Turned using undercut utensil squeeze board and one step of resistance welder is completed.The welding can also be changed to laser welding.Related undercut
Utensil, resistance welder and laser welding apparatus can order acquisition.It is increased between 36 each component of tubular warehouse by welding machine
Bonding strength.
The surface of tubular warehouse 36 is provided with magnetic interface soft iron plate 94；90 inner surfaces of horizontal circle with magnet piece 95 with it is soft
94 magnetic of iron plate 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.Horizontal circle 90 can be manufactured with the stainless steel plate of magnetic by, which using, can also avoid subtracting
The phenomenon that few magnet piece 95 is fallen.
In Figure 18 and 19, built-in screw linkage interface 96 is additionally provided on the surface of tubular warehouse 36.Built-in screw connects
Interface 96 includes internal thread deep hole of a port 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 hammering concave point pierce tapping screw and the screw that lining container component includes horizontal circle 90 and tubular warehouse 36 can be realized
Connection.One large washer can also be set in tapping screw and 68 contact site of lining container to protect the drilling of lining container 68
It is not to expand, can also set the material that is bonded and sealed in tapping screw and 68 contact site Tu of lining container ensures lining container
Closure.
The diameter that lining container may be implemented in Figure 18 and the horizontal undercut design enclosed between 90 of 19 embodiments maximizes.
Figure 18 and 19 embodiments can also be used for the occlusion of two vertical bars.But for vertical bar, can also directly process such as figure
19 two linkage interface undercut shapes are 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 uniformly distributed digital control hoist engines 35 lifting fortune being connect with rigid docking body 34
It includes bottom plate, horizontal circle 90, top plate and lid to send the component of lining container 68.
The stainless steel plate bottom plate of lining container 36, horizontal circle 90 and top plate can be transported to scene after blanking is cut in workshop,
Scene folds bottom plate with automatic argon arc welder joint forming and with folding brake and the connection flange i.e. flanging straight panel of top plate 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
The carrying magnetic stainless steel roll bending making of rice, thickness 0.25.
36 bottom disposal ditches 97 of tubular warehouse is first connected with water pump with water pipe, the draining for that may need.And
Longitudinal channels 98 on 36 wall of tubular warehouse are embedded in heat exchange pipeline.
Bottom plate is lifted with digital control hoist engine 35 in place, is lifted horizontal circle 90 and is allowed to dock with following component；Again with stinging
Two linkage interfaces that side utensil relies on the rivet holder power of tubular warehouse 36 below to connect insertion carry out compacting 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 is finished 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 horizontal circle connect 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 sections of horizontal circle.But the vertical channel of 90 connection heat exchange pipeline not easy to be processed of horizontal circle, therefore in concrete
Longitudinal channels are made on 36 wall of tubular warehouse.
Using horizontal circle of digital control hoist engine lifting etc., when assembly, which can go smoothly, answers pericardium to include can to avoid in stainless sheet steel
Serve as a contrast container overshoot collision；It can also once transport in place.
Figure 21 and 22 provides fifteenth embodiment of the invention jointly.
In Figure 21 and 22, several power generations that front is photovoltaic battery panel 101, backboard is flat radiator 102 are set and are dissipated
Hot integrated device 103 is connect by a revolute pair with basis；Photovoltaic battery panel 101 is connect with power transmission cable；Flat radiator
102 are connect by pipeline with circulating pump and 104 water route of tubular sheet heat exchanger being set to inside and outside underground cooling concrete structures.Institute
It states and contains freeze proof heating agent in water route.The integrated heat dissipation device 103 that generates electricity has two states：Daytime, photovoltaic battery panel 101 was upward
Generating state and the upward radiating state of night flat radiator 102.Existing tube plate structure packet may be used in flat radiator
Include the making of elastic pipeline flat-plate solar collector technology, it is desirable that it includes being made of blackboard paint that the emissivity of film layer is as high as possible
Film layer.
Figure 21 and 22 embodiments generate electricity and descend 41 80% or more the shading of cooling silo over the ground daytime；Night cools down underground
Thermal energy in concrete structures 41 is dispersed into environment.
Figure 21 and 22 embodiments are set to tubular sheet heat exchanger 104 and oddment conveying device in underground cooling silo 41
105 linkage interface integrated design manufacture, including two sliding slots are set on tubular sheet heat exchanger 104, and conveyed in oddment
Respectively setting two coordinates the sliding block being slidably connected with the sliding slot for the bottom end both sides of device 105.In this way, oddment conveying device
105 when entering underground cooling silo 41, and the sliding block of bottom end and the sliding slot coordinate, so that it may so that sliding slot 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 set to 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 driving motor of cutlery, centre circle rotation cutlery, center rotation cutlery sum number word control hoist engine each by 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
181 signal of governor circuit of machine connects, and outer ring rotation cutlery, centre circle rotation cutlery, center rotation cutlery sum number word control
Execution unit of the driving 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, center rotation
The state of cutlery and digital control hoist engine changes according to the state change of main control computer.
Claims (6)
1. the damp proof structures dehumanization method in underground：It includes semi-underground damp proof structures to build the damp proof structures in underground, specifically
Under damp proof structures include warehouse, flywheel rotary energy-accumulating facility, garage parking or residential houses, it is characterised in that
The concrete wall of the damp proof structures in first segment underground is first made, the wall includes stria and the revetment interface on surface
Linkage interface and special construction equipment linkage interface, built-in negative pressure connecting pipe and water filling and drainage pipeline；Wait for it
When intensity is up to standard using thereon linkage interface connection installation underground drilling dig it is standby；With uniformly distributed digital control on the downside of docking rigid body
Hoist engine, which is connected to, builds the steel core rack of concrete wall for realizing in the good operating mode for building concrete wall and controllable decline
And the state control of concrete wall formwork for placing；When build concrete wall down-force it is inadequate when with hoist engine lift up into weight package
The spoir pressure for including the whole bag of FCL is hung in the supporting piece on the inside of the concrete wall and helps described building concrete wall；So
Afterwards incision soil on building concrete wall continue heap superimposed code armored concrete and intensity it is up to standard season its once again under
It is heavy, repeatedly until building completion；
To the damp proof structures interior surface in underground setting revetment interface, improves its sealing performance and avoid leading to interior humidity because of infiltration
Excessively high phenomenon；The structures interior surface includes metope, ground and the top surface of periphery wall；Revetment interface is continuous
, revetment boundary material includes stainless steel plate, plastic plate or plastic film and combinations thereof；One is arranged again on the revetment interface on ground
Layer protective layer or functional layer include the function needed for wood floors are realized；Revetment interface takes lining container shape, the liner
Container includes stainless steel thin-wall container or membrane container；Lining container attached bag with cover is included shares a lid with tubular warehouse；It enables
Revetment interface is tightly connected with structures interior surface and constitutes more than one enclosure space；Enable the enclosure space respectively and negative pressure
Source connection keeps negative pressure state to realize negative pressure drying, and the connection includes intermittent communication or continual communication；Lining container and storehouse
It shows consideration for close and realizes low thermal resistance connection；To ensure that enclosure space internal gas flow is unimpeded, in the structures or revetment interface internal
Some strias being mutually communicated are arranged in surface；
To the place setting disposal ditches of revetment interface internal and the possible ponding of its interlayer space between concrete wall, and
Using one water guide ditch water discharge is connect with the suction hose for pumping the connection of facility water inlet；
In the linkage interface of the structures interior surface setting caulking groove or steel plate as revetment interface and structures interior surface；
The linkage interface being closed including continuous；Caulking groove linkage interface is suitble to embedded plastic film revetment interface to realize connection；Steel plate connects
Border face is suitble to be welded to connect with steel plate revetment interface；
Portion by the top of proximal border is arranged water inlet pipe that one or more is connected to a water source and in the envelope in the enclosed space
Closing space interior leans on lower part setting one of proximal border or more to abandon the drainpipe that water container is connected to one；Enable the closing empty
Between, water source and abandon water container include under same negative pressure state by the enclosure space, water source and abandon water container be set to it is same
It is connected in a enclosure space and with a negative pressure source；The water source is periodically enabled to the enclosure space water filling and uses water plug
The surface of wall implementation cleaning drained in time by drainpipe to the enclosure space includes removing the salinity that may be accumulated；On ground
Lower salinity area higher, is arranged more than one drinking-water pipe in the outer surface bottom of the structures and constructs exterior surface to described
It is possible saline and alkaline to described to be isolated that water filling makes the outer surface of the structures form a long-acting clear water field of flow from top to bottom
The negative effect of structures；
Heat exchange interface is set on the damp proof structures wall in the underground and connection cooling heat exchanger part, profit are installed with heat exchange interface
The thermal energy of oddment is dispersed into environment when temperature is low with cooling heat exchanger part, so that oddment is passed through cooling and is chronically at conjunction
Suitable inventory's temperature；Cooling heat exchanger part includes heat pipe and pipeline heat-exchanger rig；Keep hot junction or the pipe of heat pipe
The heat absorption interface of road heat-exchanger rig is connected with heat exchange interface heat transfer, keeps the release interfaces of heat pipe cold end or pipeline heat-exchanger rig
The effective protection of protective equipment is placed in extraneous abundant heat exchange and by the release interfaces of heat pipe cold end or pipeline heat-exchanger rig
From hitting in range；Pipeline heat-exchanger rig includes nature and forced circulation heat-exchanger rig；The cycle of forced circulation heat-exchanger rig
Pump forward and reverse can run i.e. heat absorption interface and release interfaces and can exchange；
Cooling heat exchanger part is set inside the damp proof structures of soil and underground on the damp proof structures periphery in underground, or on ground
Under airflow path pipe in setting inside damp proof structures, solve the problems, such as that oddment thermal resistance and vapour lock are big；
The cooling heat exchanger part and middle airflow path pipe being arranged inside the structures need reinforcement and the cooling are taken to change
Thermal device and middle airflow path pipe have the flowing that oddment passes in and out the state of minimum barrier effect；
It realizes that the distributed constant of oddment is converted to the space of refrigeration unit heat exchange interface lumped parameter using heat-exchanger rig, and adopts
Solve the problems, such as that low latitudes lowest temperature height can not be by fully cooling down to function of environment heat emission with refrigeration unit refrigeration；Realize library
The heat-exchanger rig that the distributed constant of storage is converted to the space of refrigeration unit heat exchange interface lumped parameter is divided into two parts, is included in
Lower section setting heat pipe heat exchanging device inside the structures and middle airflow path pipe, and the top inside the structures
The tubular sheet heat exchanger part that air heat transfer is directed or through with the heat pipe heat exchanging device is set；
In the case of temperature is easy too low, it is allowed to avoid harmful low-temperature zone by being heated to oddment；The facility heated includes
Forced circulation heat-exchanger rig, heat pump unit or solar energy heat collector and combinations thereof；
It builds the damp proof structures in the underground for bearing inner vacuum negative pressure and gas-tight silo is arranged to the damp proof structures in the underground
Lid, the damp proof structures in the underground are vacuumized reduce its internal temperature and humidity make oddment be in good temperature with it is wet
Degree range avoids moisture condensation, reduces the metabolism that oxygen concentration inhibits oddment；
Oddment is stored by discharging carbon dioxide or nitrogen to the damp proof structures in the underground；
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 that rail basis, the tower crane framework being set on the basis of rail and a height being connect with tower crane framework are set
Docking rigid body uniformly connects several digital control hoist engines on the downside of docking rigid body and is connected to the steel core net for building concrete wall
Frame is for realizing in the state control of the good operating mode for building concrete wall and controllable decline and concrete wall formwork for placing；Number
Word control hoist engine respectively 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 driving motor of each digital control hoist engine pass through interface circuit and control system
Main control computer signal connection and execution unit of the driving motor as main control computer；
It includes several circles rotation cutlery shoveling facility and spoir conveying facility that underground drilling, which is dug standby,；
It includes that steel core rack makes facility, removable concrete wall concrete-pouring template and mixes that concrete wall, which makes facility,
Solidifying soil placing installation；It enables and moves concrete wall concrete-pouring template and be affiliated to by hoist engine in realizing institute on docking rigid body
State position and the state control of formwork for placing；
Lining container be built on-site equipment include the frock clamp of thin plate or film lining container parts, plate cutting welding set
It applies, undercut producing device and control system；The frock clamp includes lifting and being inserted into for the vertical bar component of composition lining container
The device of concrete wall inner space, include with the tooling track of cylindrical concrete wall arranged concentric annular tooling track and
The fixture of the removable horizontal circle or vertical bar that are connected with tooling track, to go deep into the connection facility of lining container include undercut machine
And resistance welder.
2. the damp proof structures in underground of method manufacture according to claim 1, it is characterised in that damp proof constructed including semi-underground
Object, the specific damp proof structures in underground include warehouse, flywheel rotary energy-accumulating facility, garage parking or residential houses；In the structure
Build object interior surface setting revetment interface；The structures interior surface includes periphery wall and surface, ground and top surface；Shield
Wall interface is continuous；Revetment boundary material includes stainless steel plate, plastic plate or plastic film；It is set again on the revetment interface on ground
It includes that wood floors realize required function to set layer protective layer or functional layer, it is characterized in that inside revetment interface and structures
Face seal connects and composes more than one enclosure space；The enclosure space is respectively connected to negative pressure source；Lining container and warehouse
Low thermal resistance connection is realized in fitting；The stria being mutually communicated is evenly equipped in structures interior surface.
3. the damp proof structures in underground according to claim 2, it is characterized in that on the outer ledge of the damp proof structures in underground
Side is used to provide clear water to concrete structures wall outer side containing there are one clean water tank；Or in the outer of the damp proof structures in underground
Side bottom contains there are one outer collecting-tank, and the ponding that outer collecting-tank aspirates outer collecting-tank is stretched into brine suction tube；Or in underground
The inside bottom of damp proof structures contains there are one interior collecting-tank, and the product of collecting-tank in interior collecting-tank suction is stretched into infiltration suction tube
Water；It is connected on the inside of the linkage interface by involving the reinforcing bar core net of object and concrete wall；Or the interior surface of structures
Containing connecting various linkage interfaces based on flush type expansion nut array.
4. the damp proof 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 weld interface respectively realize it is close with weld interface
Envelope connects, and there are gaps between two pieces of adjacent stainless steel skirtings；Or
The revetment interface includes the linkage interface with ohm-type groove and plastic film skirting, with resilient band that plastics are thin
Film skirting, which pushes away, to be imbedded in ohm-type groove；Plastic film skirting constitutes an enclosure 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 matching hole；Hanging belt is matched
It closes the plastic plate skirting in hole in place and makes the steel-core plastic pile crown cooperation on matching hole and linkage interface thereon, welded with plastics
Plastic plate skirting is welded to connect by rifle at matching hole, then the plastic plate skirting sealing welding for being spliced two pieces with plastic welding gun
It connects in succession；Plastic plate skirting constitutes an enclosure space with structures interior surface；Or
The revetment interface includes the linkage interface with bonding interface and plastic film skirting, and lifting plastic film skirting arrives
Position, then plastic film skirting is pierced through into injection binder at linkage interface with the needle point of binder syringe；The binder
Including UV-cured adhesive or other quick-acting binders；It is connected using binder between plastic film skirting；Plastics
Film skirting constitutes an enclosure space with structures interior surface.
5. the damp proof structures in underground according to claim 2, it is characterized in that inside the damp proof structures wall in the underground or
Periphery setting inside the damp proof structures in person surface or the underground or within 5 meters from the damp proof structures in the underground is 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 heat exchange
Device, including install and use the heat pump unit and wind turbine of directly cooling purposes.
6. the damp proof structures in underground according to claim 2, it is characterized in that containing inner wall or outer wall along tubular warehouse
The heat pipe duct of arrangement is conducted heat containing heat pipe and with heat pipe hot junction and is connected in heat pipe duct, and 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 inner wall 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；Or it is 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 pass through
The micropore of oddment, vertically placement, top are higher by the tube of inventory's object plane, and the tube includes straight tube and spring-like disk
Pipe.
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| CN201410331786.5A CN105003101B (en) | 2014-07-12 | 2014-07-12 | The damp proof structures dehumanization method equipment structures in underground |
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| CN111809751B (en) * | 2020-06-12 | 2021-12-07 | 中国二十冶集团有限公司 | Underground outdoor waterproof method |
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| CN202587800U (en) * | 2012-05-31 | 2012-12-12 | 山东潍坊东盛园艺有限公司 | Saline and alkaline land groundwater percolating and salt and alkali discharging device |
| CN103321257A (en) * | 2013-06-18 | 2013-09-25 | 浙江海天建设集团有限公司 | Anti-cracking seepage-proof construction method for ultra-long mass concrete structure basement |
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| CN1390757A (en) * | 2002-07-14 | 2003-01-15 | 延基权 | Cold-storing grain depot |
| CN2863989Y (en) * | 2005-12-31 | 2007-01-31 | 河南工业大学 | Device for sealing rice surface film in big warehouse |
| CN1958966A (en) * | 2006-07-20 | 2007-05-09 | 廖河山 | Underground consecutive sinking well type openweb wall body, and construction method |
| CN101701461A (en) * | 2009-10-29 | 2010-05-05 | 上海广联建设发展有限公司 | Method for constructing energy-saving underground tube structure |
| CN201756826U (en) * | 2009-10-29 | 2011-03-09 | 河南工业大学 | Underground grain bin equipped with cavity bin wall |
| CN201679259U (en) * | 2010-02-11 | 2010-12-22 | 刘廷瑜 | Seamed double-wall heat insulation granary |
| CN102494383A (en) * | 2011-12-20 | 2012-06-13 | 青岛海信房地产股份有限公司 | Method for ventilating and dehumidifying underground garage |
| CN202587800U (en) * | 2012-05-31 | 2012-12-12 | 山东潍坊东盛园艺有限公司 | Saline and alkaline land groundwater percolating and salt and alkali discharging device |
| CN103321257A (en) * | 2013-06-18 | 2013-09-25 | 浙江海天建设集团有限公司 | Anti-cracking seepage-proof construction method for ultra-long mass concrete structure basement |
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