CN105009838B - Silo machine - Google Patents

Abstract

A silo machine comprises a steel rail base as well as a tower crane framework, a steel core net rack manufacturing facility, a movable barrel-shaped bin body concrete casting template and concrete casting equipment which are arranged on the steel rail base; underground drilling equipment comprises an earth excavation facility with a plurality of rings of rotary cutting tools and a spoil conveying facility. The underground drilling equipment is characterized by comprising an overhead connecting rigid body connected with the tower crane framework, wherein a plurality of digital-control hoisting machines which are connected on the steel core net rack for establishing the barrel-shaped bin body and a plurality of hoisting machines which are connected with the barrel-shaped bin body concrete casting template are uniformly distributed at the lower side of the connecting rigid body; each digital-control hoisting machine comprises a load sensor; the load sensor of each digital-control hoisting machine and a drive motor are in signal connection with a master-control computer of a control system by virtue of an interface circuit. The silo machine provides technical support for producing underground cooling granaries in batch. In the first summer, the stock temperature of underground cooling granaries in the yangtze river delta area does not exceed 8 DEG C, so that the consumed energy is little. The stock time of rice has high potential for being prolonged to eight years from current two years.

Description

Silo machine

Technical field

The present invention relates to silo machine.

Background technology

Existing grain depot, for damp proof purpose, is built on the ground more.In Yangtze River Delta Area, summer, due to solar irradiation And ground object far infrared radiation so that in storehouse cereal temperature gradually rise to 30 DEG C of even more highs.Although spend gold in a large number Air-conditioning temperature-reducing installed by money, because the heat conductivility difference oddment of grain is difficult to overall equalize cooling and lead to put into huge and effect very Micro-.Rice significantly changes through a summer free fatty parameter, and nutrition and taste are all substantially deteriorated, many just directly as Grain in storage for years is processed.Also once had and lead to because of forming condensation when the higher grain of temperature is lowered the temperature suddenly grain hydrolysis to be gone rotten Phenomenon occurs.Build underground granary, it is possible to use the heat storage performance of soil stabilizes summer high temperature.But some existing undergrounds existing Structures include residential building basement, and the problem due to wall leakage or high humidity does not solve, and impact uses.

Content of the invention

The invention aims to providing the special equipment silo machine manufacturing the damp proof structures in underground.

The present invention can so build the damp proof structures in underground, and including semi-underground damp proof structures, specific underground is damp proof Structures include warehouse, flywheel rotary energy-accumulating facility, garage parking and residential houses；

First make the concrete wall of the damp proof structures in first paragraph underground, described body of wall includes stria and the revetment on surface The linkage interface of interface and special construction equipment, built-in negative pressure connecting pipe and water filling and drainage pipeline；Treat that its intensity reaches Timestamp is dug standby using linkage interface connection installation underground drilling thereon；With uniform digital control hoist engine on the downside of docking rigid body It is connected to the steel core rack building concrete wall for realizing in the good operating mode building concrete wall and controlled decline and coagulation The state of native wall body casting template controls；When build concrete wall down-force inadequate when lift up into weight with hoist engine and include FCL The spoir pressure of whole bag is hung on is building concrete wall described in help in the supporting piece inside described concrete wall；Then cutting Enter continuing heap superimposed code armored concrete on building concrete wall and sinking once again in intensity seasonal its up to standard of soil ... ... So repeatedly until building completion；

Revetment interface is arranged to underground damp proof structures interior surface, improves its sealing property and avoid leading to inside because of infiltration The too high phenomenon of humidity；Described structures interior surface includes metope, ground and the top surface of periphery body of wall；Revetment interface with Continuously preferably, its material therefor, shape and area do not limit；Revetment boundary material include but is not limited to corrosion resistant plate, plastic plate and Plastic sheeting and combinations thereof；Layer protective layer can be arranged on the revetment interface on ground again or functional layer includes wood floors in fact Existing required function；Revetment interface can take lining container shape or other shapes, and described lining container includes Thin Stainless Steel Wall container, plastic containers and membrane container；When needing, lining container attached bag with cover can include a shared lid with tubular warehouse；Order Revetment interface and structures interior surface are tightly connected more than one closing space of composition；Make described closing space each and negative pressure Source connection keeps negative pressure state to realize vacuum or negative pressure drying, and described connection includes intermittent communication or continual communication；For true Protect that closing space internal gas flow is unimpeded, described structures or revetment interface internal surface arrange that some are mutually communicated thin Groove；

Further, the place to revetment interface internal and the possible hydrops of itself mezzanine space and concrete wall between Setting disposal ditches, and water guide ditch water discharge deeply or is connected using a suction hose with the connection of pump drainage facility water inlet；

In described structures interior surface, caulking groove and steel plate can also be set as revetment interface and structures interior surface Linkage interface；Including the continuously linkage interface closing；Caulking groove linkage interface is suitable for embedded plastic sheeting revetment interface and realizes Connect；Steel plate linkage interface is suitable for being welded to connect with steel plate revetment interface；

Further, more than one water inlet pipe being connected with a water source is set on the internal top near border of closing space And abandon, with one, the drain pipe that water container connects for more than one in the internal bottom setting near border of described closing space；Make institute State closing space, water source and abandon water container and include described closing space, water source under same negative pressure state and abandon water container and set It is placed in same closing space and connect with a negative pressure source；Periodically make described water source to described closing space water filling, be used in combination Water plug passes through drain pipe timely draining and the surface of wall of described closing space is implemented clean to include the possible accumulation of removal Salinity；Or, in underground salinity area higher, in the outer surface bottom of described structures, more than one drinking-water pipe is set and to institute State construct exterior surface water filling make the outer surface of described structures form a long-acting clear water field of flow from top to bottom can to isolate The saline and alkaline negative effect to described structures of energy.

Heat exchange interface can also be arranged on the damp proof structures body of wall of described underground and with heat exchange interface, connection cooling is installed Exchange piece, the heat energy of oddment is dispersed in environment when temperature is low using cooling heat exchanger part, makes oddment pass through to drop Temperature is chronically at suitable stock's temperature；Cooling heat exchanger part includes heat pipe and pipeline heat-exchanger rig；Keep heat pipe Hot junction or the heat absorption interface and heat exchange interface heat transfer of pipeline heat-exchanger rig is connected, keep heat pipe cold end or pipeline heat exchange to fill The release interfaces of heat pipe cold end or pipeline heat-exchanger rig with extraneous abundant heat exchange and are placed in protection and set by the release interfaces put From shock in the effective protective range applied；Pipeline heat-exchanger rig includes nature and forced circulation heat-exchanger rig；Forced circulation is changed The circulating pump of thermal forward and reverse can run i.e. heat absorption interface and release interfaces and can exchange；

Cooling heat exchanger can also be set inside the damp proof structures of soil and underground of underground damp proof structures periphery Part, can also arrange 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；

Inside described structures, the cooling heat exchanger part of setting and middle airflow path pipe need reinforcement and take described fall The flowing that warm exchange piece and middle airflow path pipe pass in and out to oddment has the state of minimum barrier effect；

The sky of the distributed constant of oddment to refrigeration unit heat exchange interface lumped parameter can also be realized using heat-exchanger rig Between change, and solve that the low latitudes lowest temperature is high using refrigeration unit refrigeration cannot be by function of environment heat emission fully cooling Problem；The heat-exchanger rig realizing distributed constant to the space conversion of refrigeration unit heat exchange interface lumped parameter of oddment can divide For two parts, typically refer to the space below highest oddment surface including the lower section within described structures Setting heat pipe heat exchanging device and hollow steam flow channel, and setting and described heat exchange of heat pipe above within described structures Part directs or through the tubular sheet heat exchanger part of air heat transfer；

When temperature is easily too low, it is allowed to avoid harmful low-temperature zone by heating to oddment；The facility heating Including forced circulation heat-exchanger rig, source pump and solar energy heat collector and combinations thereof；

Further, build can bear inner vacuum negative pressure the damp proof structures in described underground and to described underground damp proof structure Build thing setting gas-tight silo lid, its internal temperature is reduced to described underground damp proof structures evacuation and humidity makes oddment be in Good temperature and humidity range avoid condensing, reduce the metabolism that oxygen concentration suppresses oddment；

Discharging specific gas by structures damp proof to described underground such as increases in the damp proof structures in the described underground of holding The carbon dioxide in portion or nitrogen gas concn are storing oddment；

Manufacture and design the special equipment building above-mentioned underground damp proof structures, include concrete wall body site building equipment with Lining container is built on-site equipment；

Concrete wall body site building equipment includes ground base framework, underground drilling digs standby, concrete wall and makes and sets Apply and control system；

Base frame includes rail basis, be arranged at tower crane framework on the basis of rail and one is connected with tower crane framework Height puts docking rigid body, uniformly connects several digital control hoist engines and be connected to the steel building concrete wall on the downside of docking rigid body Core rack is used for realizing building the good operating mode of concrete wall and the state control of controlled decline and concrete wall formwork for placing System；Digital control hoist engine each contains load sensor, and load sensor includes adhering on digital control hoist engine stress quick More than one foil gauge at sense position；The load sensor of each digital control hoist engine and motor pass through interface circuit and control The main control computer signal of system processed connect and described motor as main control computer execution unit；

Underground drilling digs standby inclusion some circles rotation cutlery shoveling facilities and spoir conveying facility；

Concrete wall makes facility and includes steel core rack making facility, removable concrete wall concrete-pouring template And concrete placing installation；Removable concrete wall concrete-pouring template can also be made to be affiliated to by hoist engine firm in docking The position of described formwork for placing is realized on body and state controls；

Lining container is built on-site equipment and includes the frock clamp of thin plate or film lining container parts, plate cutting weldering Connect facility, undercut producing device and control system；Described frock clamp include constitute lining container vertical bar part lift and The device of insertion concrete wall inner space and the frock track of cylindrical concrete body of wall arranged concentric include annular or non- The fixture of annular frock track and the removable horizontal circle being connected with frock track or vertical bar, go deep into the connection of lining container Facility includes undercut machine and resistance welder.

The present invention realizes the technical scheme of its purpose according to said method：Manufacture damp proof structures under a tableland to be built on-site Special equipment silo machine, digs standby, tubular warehouse making facility and control system including ground base framework, underground drilling；Basis Framework includes rail basis and is arranged at the tower crane framework on the basis of rail；Tubular warehouse makes facility and includes the making of steel core rack Facility, removable tubular warehouse concrete-pouring template and concrete placing installation；Underground drilling digs standby inclusion some circles rotation Cutlery shoveling facility and spoir conveying facility, be is characterized in that putting docking rigid body containing a height being connected with tower crane framework, are refuting Connect to be evenly equipped with several on the downside of rigid body and be connected to and build the digital control hoist engine of tubular warehouse steel core rack and several connecting cylinders The hoist engine of shape warehouse formwork for placing；Digital control hoist engine each contains load sensor, and load sensor includes adhering on 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 connected with the main control computer signal of control system by interface circuit and described motor is used as main control computer Execution unit.

Beneficial effect：The present invention forms a closing space and to closing space with revetment interface and structures interior surface Evacuation, can effectively remove the possible infiltration of concrete wall or leak and reduce humidity within structures although ground Under the interior surface of damp proof structures be in vacuum negative pressure condition, but the use space of described structures can be normal pressure, and The wall of described structures is because directly offseting and can't produce negative work because of the negative pressure of closing space with revetment interface With.The present invention adopt the semi-underground tubular warehouse in underground can the soil of resistance to outside pressure, such that it is able to safely utilize soil Cold-storage ability suppress oddment temperature rising.It is connected using the heat transfer of heat pipe and underground damp proof structures wall and can utilize heat pipe Unidirectional heat transfer property temperature be less than oddment temperature when constantly the heat energy of oddment is dispersed in air and need not consume Energy.Substantially estimate：When one winter radiating 4 megawatt of 40 heat pipes is configured with one 1,000,000 jin of grain depot（40 heat pipe * 10 * 100 watts of hours/day/prop up * 100 days）, radiating efficiency 80%, grain specific heat capacity be water half meter, can be by 1,000,000 jin Grain is lowered the temperature 11 DEG C.If so counted with the temperature entering underground damp proof structures storage for 19 DEG C, can make first summer storehouse The maximum temperature of storage is less than 8 DEG C.At night in the fall, temperature is less than again can be with radiating and cooling when 8 DEG C.Generally, occur The Frost's Descent means that temperature drops to less than zero DEG C.And for inland property weather, in 1 year, the temperature in many nights on date all can drop to Very low, at this time heat energy will be exported to environment by heat pipe and make tubular underground damp proof structures internal temperature less than reduction. In the soil of the damp proof structures in underground periphery, setting heat pipe can promote the cooling of surrounding soil, more cold-storage suppression underground Other temperature are slightly higher partly to be contributed to the heat energy of oddment.Underground structure can stabilize oddment using the heat storage performance of soil Temperature fluctuation make it avoid harmful high temperature, but only solve the problems, such as that dehumidifying just enables the effectively utilizes of the underground space.Storehouse The embedding heat pipe in storage bottom, top arrange the mode of tubular sheet heat exchanger and make described heat-pipe working medium minimized, such as to one 10 20 grams about ethanol working medium only used by the heat pipe of rice, and the threat to oddment is little and does not reliably consume energy；And the tubular sheet heat exchanger of top Part then can be realized the heat exchange with the heat absorption interface of refrigeration unit well and overhaul conveniently.

Moistureproof dual fail-safe can be realized using lining container, by protecting to closing space in other words to mezzanine space evacuation Hold negative pressure can keep dry state, even if the minimal amount of moisture permeating water or in the air under huge groundwater pressure Can also be removed.The conduit of lining container helps to maintain gas channel.By to lining container inside evacuation, pressing down The breathing of oddment processed, oxidation and metabolism, gain everything and lose nothing to the edible grain of non-seed purposes.Using connection lining container The internal appendix with special gas tank, by realizing the Oxygen control of seed is looked after with seed or can maintain underground to prevent In wet structures, the concentration of other gases meets needs.To lining container inside evacuation, can also be straight to the grain of high humility It is connected in the damp proof structures in underground and is dehydrated, it is to avoid northern grain winter freezes half a year many mouse loss outside and goes rotten serious Problem.Evacuation is also that one kind compares relatively mild temperature-fall period, as long as not too in itself.Acceptable using lining container Make the vacuum that the vacuum of mezzanine space is slightly above in lining container, even if slightly above 0.001 atmospheric pressure can also provide It is full that 10 kilograms every square metre of pressure is allowed to shape for the top corrosion resistant plate lifting support lining container.For lining container bag Include top more than 95% area contact with tubular warehouse, inside lining container for the situation of 0.8 to 0.9 atmospheric pressure, mezzanine space Even if being evacuated to 0.5 atmospheric pressure, tubular warehouse wall is because the uniaxial pressure that evacuation bears can also be from every square metre 5 Ton is reduced to 1 to 2 ton every square metre, so that the operating mode of tubular warehouse is optimized.

Using the pipeline heat-exchanger rig of forced circulation, the characteristics of distributed parameters that can better adapt to oddment carries out heat friendship Change, and have 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 source pump The heat exchange interface of heat-exchanger rig is absorbed heat from the damp proof structures in underground and is had that power is big, be suitable for high humility grain needs is dehydrated as early as possible Prevent the too high demand burning out grain of temperature, just can lower the temperature not against source pump after short time dehydration later；Certainly, this In the case of can also include Roots blower to provide coarse vacuum or negative pressure to realize dehydration cooling using negative pressure source.Using heat pump Heating inside the unit or solar energy damp proof structures to underground, it is possible to achieve some fruit to storage temperature can not be too low will Ask.Source pump heating power is big and energy-conservation.Then can not electricity consumption using solar energy heating.Due to oddment temperature all the time Keep very low, the free fatty of rice can be after remaining in that extremely low level for many years.Both Oryza glutinosa one or two years can have been reduced Just ageing has to process, as feedstuff, the scene wasting grain, and consumer can be made to enjoy the corn of more preferable quality again.

The decline state of tubular warehouse can be controlled using digital control hoist engine and give steel core rack uniform pulling force, Realize prestressing force effect.May insure the stress safety of tubular warehouse using docking rigid body or ring-type docking rigid body, be not subject to or Person is affected by the tower crane accident being likely to occur less.Equally, can using digital control hoist engine to stainless steel thin-wall lining container To guarantee the control of the state in its manufacture process and good operating mode.Silo machine can be understood in real time using digital control hoist engine Build the stress of the damp proof structures in tubular underground, both can early possible situation have been taken measures to put down including in the very first time Weigh all digital control hoist engines load, to individual digital control hoist engine characteristic be corrected compensate to guarantee to build The damp proof structures in high-quality underground；According to described hoist engine historical data and then underground hydrological attribute can also be extrapolated, for accumulation The underground damp proof structures management in experience and later stage provides the firsthand information.

For 10 meters of external diameter, 9.5 meters of average internal height, 0.14 meter of tubular warehouse wall thickness armored concrete tubular storehouse Body, about 1004.5 cubic metres of volume, about 1,050,000 jin of grains can be stored.One group of 5 undergrounds cooling silo cost includes：Coagulation Soil 300 cubic metres 10.5 ten thousand yuan, 40 tons 250,000 yuan of reinforcing bar, 2,355 14.5 ten thousand yuan of lining container corrosion resistant plate, cooling installation and Adnexa includes lid and 400,000 yuan of control system, exploration and design examination ＆ approval and 1,100,000 yuan of license fee, artificial 100,000 yuan, depreciation and not It can be seen that 100,000 yuan, 110,000 yuan of profits tax, amount to 1,380,000 yuan, close 0.2106 yuan/jin（Do not count soil, water power, above ground structure and join Set）.Commonly the cost before 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 With at least one times of life-span length, floor space minimizing half, depot maintenance takes and oddment loss then reduces by 80%；For the Yangtze River Delta The rice in area, the ageing time limit was expected to extend to more than 8 years from 2 years.Build the soil digging out during the cooling silo of underground can bake bricks Then sell 50 yuan and can take in 110.5 ten thousand yuan for every cube.Can also be subtracted than stainless steel inner lining container using plastic sheeting lining container Invest nearly 200,000 yuan less.During using plastic sheeting lining container, its barrel adheres on concrete tubular warehouse wall, and profit Pushed down with the magnet piece being connected with the soft iron plate magnetic on tubular warehouse.Described soft iron plate is distributed on tubular warehouse.Plastics are thin The top of film tubular warehouse is connect in succession by being arranged at the cable at tubular warehouse top and hanging.

For inland property weather, a small amount of photovoltaic battery panel can be set by above lowering the temperature concrete structures in underground To build the damp proof structures in fruit underground cooling fruit underground being independent of electrical network, only to use electrical network expense of increasing capacity to use and freezer equipment Budget investment photovoltaic cell just can during 25 years afterwards annual in addition to personal electric energy saves the tens thousand of unit of the electricity charge often Year also can increase some ten thousand yuan of power selling income.Build and adopt heat pipe and the ground of pipeline heat-exchanger rig cooling using source pump simultaneously The damp proof structures of lower half underground cold storage or underground, contribute to using electricity wisely.Built using photovoltaic battery panel and utilize photovoltaic cell The photovoltaic underground cooling concrete structures that plate is powered with using electricity wisely or can be independent of electrical network.

Silo machine is that cooling silo in batch production underground provides technical guarantee.

Further illustrate below in conjunction with the accompanying drawings.

Fig. 1 is the structural representation of the damp proof structures in underground.

Fig. 2 is the schematic diagram of an adjacent upper and lower corrosion resistant plate splicing welding tubing skirting.

Fig. 3 is the structural representation that a structures interior surface arranges plastic sheeting revetment interface.

Fig. 4 is the structural representation that a structures interior surface arranges plastic plate revetment interface.

Fig. 5 is the structural representation that a structures interior surface arranges plastic sheeting revetment interface.

Fig. 6 is the structural representation that a structures interior surface arranges revetment interface and floor functional layer.

Fig. 7 is the device layout figure of underground cooling silo job site.

Fig. 8 is the underground cooling silo positive structure diagram of a hot work in progress.

Fig. 9 and Figure 10 be respectively one be combined with tubular warehouse rotation cutlery excavator on depending on and face structural representation Figure.

Figure 11 and Figure 12 is facing and going up regarding structural representation of the cooling of the underground with a heat-pipe radiating apparatus silo respectively Figure.

Figure 13 is the amplification feature of heat pipe duct and heat pipe section on the underground damp proof structures wall 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 representation of a hydraulic pressure vertical bar erecting mechanism.

Figure 18 is that the upper following linkage interface of the horizontal circle of two corrosion resistant plate manufactures starts state when being engaged.

Figure 19 is that the upper following linkage interface occlusion of two horizontal circles finishes and be engaged side plate to become with horizontal to enclose main body at a right angle 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 underground cooling silo daytime of a generating integrated heat dissipation device and the state knot at night respectively Structure schematic diagram.

Figure 23 is that the damp proof structures in underground are built on-site special equipment silo machine control system block diagram.

The damp proof structures in figure 1. underground；2. revetment interface；3. linkage interface；4th, 5. skirting；6. top；7. waterproof every Thermosphere；8. vacuum pipe；9. vacuum pump；10. stria；11. closing spaces；12. negative-pressure pipelines；13. negative pressure sources；14. clean water tanks； 15. outer collecting-tanks；16. saline suction tubes；Collecting-tank in 17.；18. infiltration suction tubes；19. traverse rods；20. moving sets；21. laser Welder；22. ohm-type grooves；23. resilient band；24. band steel-core plastic pile crowns；25. plastic welding guns；26. involve thing； 27. binding agent syringes；28. embedded type expansion nut arrays；29. floor functional layers；

31. rail；32. tower cranes；33. truss；34. rigid docking bodies；35. digital control hoist engines；36. tubular warehouses； 37. steel core racks；38. reinforcing bars；39. tubular orlops；40. formwork for placing；41. underground cooling silos；42. shoveling rotation cutleries are total Become；43. the concrete pump sets；44. spoir lifting devices；45. spoir conveyer belts；46. removable rooms；47. photovoltaic battery panels； 48. one-dimensional movement vice mechanisms；49. strain transducers；50. outer ring rotation cutleries；51. struts；52. ring-shaped guide rails；53. is fixing Plate；54. portable plates；55. screw mandrels；56. upper end frames；57. centre circle rotation cutleries；58. central rotation cutleries；59. flange；60. Soil；61. heat pipes；62. hot junctions；63. tubulose ducts；64. involute shape wing plates；65. peripheral heat-pipe radiating apparatus；Inside 66. Heat-pipe radiating apparatus；67. blind pipes；68. lining containers；69. mezzanine spaces；70. negative-pressure pipelines；71. mezzanine space negative pressure sources； The damp proof structures negative pressure source in 72. tubular undergrounds；73. vacuum pipes；74. oddments；Airflow path pipe in 75.；76. cold ends； 77. storehouse shoulders；78. heat insulation and water resistance layers；79. supporting pieces；80. vertical bars；81. wing plates；82.U type pipe；83. fuselages；84. hydraulic drive dresses Put；85. turning brackets；

90. horizontal circles；91. bending caulking grooves；92. bending short slabs；93. rollers；94. soft iron plates；95. magnet pieces；96. pre-buried spiral shells Silk linkage interface；97. disposal ditcheses；98. longitudinal channels；

101. photovoltaic battery panel；102. flat radiator；103. generating integrated heat dissipation devices；104. tubular sheet heat exchanger； 105. oddment conveyer devices；

120th, 121,122 ... 180. interface circuit；181. governor circuit.

Specific embodiment

Fig. 1 provides first embodiment of the invention.

In Fig. 1, build the damp proof structures in underground 1, revetment interface 2 is set in structures 1 interior surface and includes steel plate connection Interface 3 and rustless steel skirting 4；When linkage interface 3 be consecutive hours, skirting 4 respectively with weld interface 3 continuously weld realization and Being tightly connected of weld interface 3, leaves gap between two pieces of adjacent upper and lower rustless steel skirtings 4,5.When weld interface 3 is non- Consecutive hours, skirting 4 or 5 and linkage interface 3 are welded to connect to connect including spot welding and play fixation and make adjacent two pieces more not Rust steel skirting 4,5 splicing connection inclusion is welded to connect, bonding connection and undercut connect.Concrete structures 1 in the present embodiment For tubular silo, because top 6 outside setting waterproof heat-insulating layer 7, and connect vacuum pump with vacuum pipe 8 inside tubular silo 9 evacuation, therefore top 6 inner surface does not set revetment interface.May insure inside tubular silo that no hydrops are simultaneously under normal circumstances And sufficiently dry.

It is uniformly arranged the stria 10 being mutually communicated in structures 1 interior surface.Stria 10 may insure that underground is damp proof and constructs The surface of wall of thing 1 is the mezzanine space being formed between interior surface and skirting 4,5 is that closing space 11 air-flow is unobstructed.With bearing Pressure pipeline 12 connection negative pressure source 13 and closing space 11 are to closing space evacuation.Outer ledge in the damp proof structures in underground 1 One clean water tank 14 of top setting, for providing clear water to concrete structures 1 wall outer side, and in the damp proof structures in underground 1 Outer surface bottom at arrange an outer collecting-tank 15, stretch into outer collecting-tank 15 with saline suction tube 16 and aspirate outer collecting-tank 15 Hydrops, with this structures outer surface formed from top to bottom a long-acting clear water field of flow with isolate possible saline and alkaline to described The negative effect of structures, including the reinforcing bar that soil subsoil water salt reduction is guaranteed with structures 1 long-term not by salt corrosion.Soil or If the salt of subsoil water and reinforcing bar occur chemical reaction that the volume of reinforcing bar can be made to increase and spalling concrete.In the damp proof structure in underground Build the inside bottom of thing 1, an interior collecting-tank 17 is set, stretch into interior collecting-tank 17 with infiltration suction tube 18 and aspirate interior collecting-tank 17 Hydrops.

Fig. 2 provides second embodiment of the invention.

In Fig. 2, include steel plate linkage interface 3 and upper and lower rustless steel revetment at structures interior surface setting revetment interface Plate 4,5.Linkage interface 3 adopts the corrosion resistant plate of 1 millimeters thick 30 mm wide, the linkage interface 3 when making concrete reinforcement core net It is threaded connection with concreting mould, unloading described screw thread can be separated with concreting mould.So obtain Linkage interface 3 is full smooth.First put in place to linkage interface 3 with the following rustless steel skirting 5 of hoist engine lifting, and use simultaneously Hoist engine lifts a traverse rod 19 and puts in place.Traverse rod 19 uses moving sets 20 to connect a laser soldering device 21 above.Laser welding Device 21 side welding edge is mobile along traverse rod 19.Laser soldering device includes laser welding system and is located at the forward and backward pressure before and after solder joint Wheel.Forward and backward pinch roller is made rustless steel skirting to be welded be fitted with linkage interface and is in suitable welding operating mode.Laser welding can Will that layer of rustless steel skirting directly fuse and holding that layer of rustless steel shield above with following that layer of rustless steel skirting above Surfaces of wall smooth.Upper strata rustless steel skirting can also be melted and with built-up welding form and following rustless steel by laser welding Skirting connects and guarantees being tightly connected of upper and lower two-layer corrosion resistant plate.Weld the splicing rustless steel skirting being formed and construct Thing interior surface constitutes a closing space together.

Fig. 3 provides third embodiment of the invention.

In Fig. 3, revetment interface is set in structures 1 interior surface and includes the linkage interface 3 with ohm-type groove 22 and mould Material thin film skirting 5.First lift plastic sheeting skirting 5 with hoist engine to put in place to ohm-type groove 22, then craft bullet Plastic sheeting skirting 5 is pushed away and imbeds in ohm-type groove 22 by property filler rod 23.Resilient band 23 is one and carries about 60 degree of spaces The tube of angle breach.Resilient band 23 can deform under external force and slightly flattens；Resilient band 23 is after external force removes Can resile and tightly overlay plastic sheeting skirting 5 in ohm-type groove 22 inwall.Plastic sheeting skirting 5 with construct Thing interior surface constitutes a closing space.In figure, the gap between ohm-type groove 22 and resilient band 23 is big, is for side Just understand.Really between resilient band 23, plastic sheeting skirting 5 and ohm-type groove 22, precision is fitted and connected.Elasticity is embedding Bar 23 can also adopt a solid rubber bar.

Fig. 4 provides four embodiment of the invention.

In Fig. 4, revetment interface is set in structures interior surface, including linkage interface 3 He with steel-core plastic pile crown 24 Plastic plate skirting 4,5 with mating holes.Steel-core plastic pile crown 24 includes the steel core of centre and the plastics pile crown being connected with steel core. Steel core can increase intensity；Plastics pile crown is then the linkage interface with plastic plate skirting 5 welding.First joined with hoist engine hanging belt The plastic plate skirting 5 closing hole is put in place and so that mating holes thereon is coordinated with the steel-core plastic pile crown 24 on linkage interface 3.Use again Plastic plate skirting 5 is welded to connect and by crator equating at mating holes by plastic welding gun 25.Lift plastic plate with hoist engine again Skirting 4 is put in place and so that it is docked with plastic plate skirting 5, then uses plastic welding gun 25 to seal two plastic plate skirting 4,5 It is welded to connect and be integrated.Plastic plate skirting 4 and 5 constitutes a closing space with structures interior surface.

Fig. 5 provides fifth embodiment of the invention.

In Fig. 5, revetment interface is set in structures interior surface, thin including the linkage interface 3 with bonding interface and plastics Film skirting 4.The material of linkage interface 3 includes heat and wards off aluminium steel plate, wards off aluminium lamination through anodized as bonding interface.Even It is connected with the reinforcing bar core net of concrete wall by involving thing 26 inside junction face 3.Involve thing 26 and include steel wire.First use hoist engine Lifting plastic sheeting skirting 5 puts in place, then with the needle point of binding agent syringe 27 at linkage interface 3 by plastic sheeting skirting 5 Pierce through injection binding agent bonding connection plastic sheeting and linkage interface.For the plastic sheeting of UV clear, can be using purple Outside line solidifies binding agent；Other quick-acting binders can also be adopted.Can also using binding agent even between plastic sheeting skirting 4 Connect.Plastic sheeting skirting 4 constitutes a closing space with structures interior surface.

In the embodiment of Fig. 2,3,4 and 5, for being inconvenient to use the body of wall of the existing buildings involving thing, can adopt and bury Various linkage interfaces are connected based on entering formula expansion nut array.Now, embedded type expansion nut array plays and involves thing Effect.

Fig. 6 provides sixth embodiment of the invention.

In Fig. 6, include steel plate linkage interface and rustless steel skirting at structures interior surface setting revetment interface.Connect Interface adopts the corrosion resistant plate of 1 millimeters thick 30 mm wide.First embedded type expansion nut array 28 is set in structures interior surface. Linkage interface is laid on embedded type expansion nut array 28 and is screwed.Again rustless steel skirting arrangement is put in place, use Laser soldering device by adjacent two pieces of corrosion resistant plate skirtings with linkage interface sealing welding so that rustless steel skirting with construct Thing interior surface forms a closing space 11.Connected to envelope with closing space with a negative-pressure pipeline connecting with negative pressure source 12 Close space evacuation.Setting floor functional layer 29 on earth retaining wall plate.

Fig. 7 and 8 provides seventh embodiment of the invention jointly.

In Fig. 7 and 8, at the scene through reconnoitring, lay two groups of parallel rail 31, tower crane group installed by rail 31, Tower crane group includes four tower cranes 32, is linked into an integrated entity with truss 33 between four tower cranes 32.Rigid docking body 34 height is put and with Tower crane 32 connects, in rigid docking body 34 downside several digital control hoist engines 35 uniform, under digital control hoist engine 35 End connects tubular warehouse 36 steel core rack 37 part reinforcing bar 38；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 adopted by being affiliated in the elevator machine travel of rigid docking body 34.

Need to build a row underground cooling silo 41 along rail 31.Can take built one by one with a tower crane group multiple Underground cooling silo 41 is it is also possible to each build a underground cooling silo 41 with multiple tower crane groups simultaneously.Between tower crane group Can suitably merge.

Before pouring tubular orlop 39, first excavate out the space of embedding rotation cutlery assembly 42 of cutting the earth embedding shoveling rotating sword Tool assembly 42, then pours tubular orlop 39 and nethermost tubular warehouse 36 simultaneously with the concrete pump set 43 pump concrete Carry out maintenance.Launch the installation and debugging of chain-bucket spoir lifting device 44 and spoir conveyer belt 45 during maintenance.Treat 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 piece reinforcing bar 38, all more than ground, the installation site of rigid docking body 34 is high for reinforcing bar 38 at the beginning, The operation height of spoir lifting device 44 grade is also high.Later with the sinking of tubular warehouse 36, rigid docking body of can also loweing 34, to reduce the operation height of spoir lifting device 44 grade.Therefore, rigid docking body can also adopt hoist engine structure and tower crane 32 connections.

In order to guarantee the correct construction of tubular warehouse 36 under the conditions of various complex random systems and underground hydrological, to each numeral control Hoist engine processed arranges load sensor, and makes load sensor and digital control hoist engine motor each via interface circuit It is connected so that each digital control hoist engine with the lower the temperature main control computer signal of silo special equipment excavator control system of underground State changed according to the state change of main control computer.And gather related data for underground water level attribute point Analysis.

After underground cooling silo 41 builds up, rail 31 can not be torn open, for the later erection of equipment interface accessing grain.Cause This, the running route of spoir lifting device 44 and spoir conveyer belt 45 can as the running route of the access of grain in the future, as long as Chain-bucket spoir lifting device 44 and spoir conveyer belt 45 are changed to scraper conveyor and warehouse conveyer belt.Can also be Removable room 46 and photovoltaic battery panel 47 are run on rail 31.Photovoltaic battery panel 47 vertically should not block earth's surface to sky in night Empty heat radiation.Enter and operation for convenience of scraper conveyor, the outlet of underground cooling silo 41 can be with eccentric setting.

, through sufficient industry excess syndrome, it is ripe that concordance, reliability and technical parameter stabilize to designer for rail and tower crane Know trust；The operation interface of rail and tower crane and job specfication are familiar with for Field Force；Using the good integrity of facility after truss, Installation accuracy easily reaches higher standard, little and controlled to the negative effect of the scope of operation；Rail and tower crane part be supplied with guarantor Barrier.

The underground cooling structures of embodiment seven are circle, but the damp proof structures in the underground of the present invention are not limited to cross section is Circular structures.

Fig. 9 and 10 provides eighth embodiment of the invention jointly.

In Fig. 9 and 10, cut out some soil in advance below tubular orlop 39, outer ring rotation cutlery 50 gets enter into installation position Put.Strut 51 and ring-shaped guide rail 52 are installed on the installation interface that tubular orlop 39 is arranged in advance and rotation cutlery in outer ring is installed 50, including the outer ring rotation cutlery screw mandrel governor motion being formed with fixed plate 53, portable plate 54 and screw mandrel 55, outer ring rotates Cutlery screw mandrel governor motion is connected with ring-shaped guide rail 52 by a revolute pair mechanism.By adjustment fixing plate 53 and portable plate 54 Relative position can adjust the range of movement that the outer ring that is installed on portable plate 54 rotates cutlery 50.Prior in tubular orlop 39 Upper terminal frame 56 is installed on the installation interface of setting and centre circle rotation cutlery 57 and central rotation cutlery 58 are installed.

Each circle rotation cutlery 50,57 and 58 constitutes rotation cutlery assembly.Start each circle rotation cutlery 50,57 and 58 to cut the earth. Outer ring rotation cutlery 50 edge ring-shaped guide rail 52 rotation side cutting 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, remains with one section in the lower section of tubular warehouse 36 and turns over tubular orlop 39 The soil 50 of side 59 contact.Because being subject to the weight of tubular warehouse 36, the tubular soil 60 near flange 59 can crushed turn over And rotated at the axial line of cutlery 50,57 and 58 rotation direction tubular warehouse 36 by each circle.Because the attribute of soil is different, need to adjust The wall thickness of soil 50 is to obtain the support force to tubular orlop 39 flange 59 of needs.This task rotates cutlery screw mandrel by outer ring Governor motion is realized.

Cut the earth a segment distance, starting each digital control hoist engine 35 makes the controlled decline set depth of tubular warehouse 36, then will The formwork for placing 61 of tubular warehouse 36 moves up and continues casting concrete increases the height of tubular warehouse 36.Pour when newly Concrete strength enough, be just again started up each circle rotation cutlery 50,57 and 58 and cut the earth and make tubular warehouse 36 move down putting in place.Dig The soil going out is removed by spoir lifting device and spoir conveyer belt.

Tubular warehouse is built and is finished, and removes ring-shaped guide rail 52, strut 51 and upper end frame 56, then to tubular orlop 39 flange The blank space of 59 inner sides adds puts reinforcing bar and concrete forms complete tubular orlop 39.Further according to design requirement, make in steel plate Lining container or construction tubular storehouse shoulder.

Several one-dimensional movement vice mechanisms 48 can also be uniformly arranged outside tubular warehouse 36；Mobile vice mechanism 48 includes Draw runner and chute；Draw runner is connected or integral production with tubular warehouse 36；Chute is connected and its axial line and tubular with basis The axis parallel of warehouse 36.When each circle rotation cutlery 50,57 and 58 cutting, the torsion around tubular warehouse axial line of generation Square counteracting force is because direction of rotation is mutually cancelled out each other on the contrary.If each circle rotation cutlery 50,57 and 58 produce around tubular Tubular warehouse 36 can be driven when the torque reaction sum of warehouse axial line is not zero and is larger to rotate together or make tubular When warehouse 36 has the trend of rotation.Because the constraint of one-dimensional movement vice mechanism 48 is it is ensured that tubular warehouse 36 can not rotate.

Make to understand that the moment of torsion around tubular warehouse axial line producing during each circle rotation cutlery 50,57 and 58 cutting is counter Firmly state, is uniformly arranged several strain transducers 49 on strut 51 and upper end frame 56.And make strain transducer 49, each The motor of circle rotation cutlery 50,57 and 58 is connected with the main control computer signal of control system each via interface circuit. When each circle rotation cutlery 50,57 and 58 cutting the torque reaction around tubular warehouse axial line that produces be clockwise/ During counterclockwise and more than setting value, reduce that to produce clockwise/counterclockwise direction anti-around the moment of torsion of tubular warehouse axial line The rotation cutlery input power of active force, realizes each circle rotation cutlery 50,57 and 58 and produces the torsion around tubular warehouse axial line The balance of square counteracting force.

In order to avoid tubular warehouse 36 gravity deficiency overcoming its frictional force with soil thus can not glide rapidly Phenomenon, arranges several supporting pieces 79 in the inner wall even distribution of tubular warehouse 36.When needing can in each supporting piece 79 uniform load weight Thing 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 in soil 60 under earth's surface.The hot junction 62 of heat pipe 61 and ground decline Tubulose duct 63 heat transfer on warm silo 41 wall connects.Heat pipe 61 is a kind of aluminium section bar heat pipe, and working medium adopts refrigerator and air conditioner system Cryogen.Heat pipe 61 tube wall carries involute shape wing plate 64.Involute shape wing plate 64 was both fully fitted with tubulose duct 63, again convenient Heat pipe 61 is installed and is taken out.When installing and take out heat pipe 61, side rotate counterclockwise heat pipe i.e. can easily edge heat pipe 61 Axial line moves heat pipe 61.Conduction of heat in order to slow down surrounding soil 60 increases the temperature of underground cooling silo 41, declines on ground The periphery of warm silo 41 there are also installed peripheral heat-pipe radiating apparatus 65；And it is also provided with internal heat in underground lowers the temperature silo 41 Pipe heat abstractor 66.Internal heat-pipe radiating apparatus 66 insert in a blind pipe 67, and blind pipe 67 embeds 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 embed lining container 68 and with Lining container 68 is tightly connected.When needing, blind pipe 67 can be reinforced with support member.

In underground, cooling silo 41 is internally provided with lining container 68, lowers the temperature between silo 41 and lining container 68 in underground Mezzanine space 69 be provided with negative-pressure pipeline 70 and connect with mezzanine space negative pressure source 71.On underground cooling silo 41 and tubular ground Under be provided with vacuum pipe 73 between damp proof structures negative pressure source 72 and form negative pressure for evacuation.Insertion in the middle of oddment 74 If Heavenly Stems and Earthly Branches hollow gas channel pipe 75.Hollow steam flow channel 75 length range for underground lower the temperature silo 41 height 50% to 98%；General vertical disposes；Top exceeds oddment 74 upper surface.By middle airflow path pipe 75, the dampness in oddment 73 It is rapidly reached underground cooling silo 41 top and absorbed by tubular underground damp proof structures negative pressure source 72.The cold end of heat pipe 61 76 elevate above the soil is fully contacted with air.

Heat pipe 61 keeps in repair for convenience, makes tubular warehouse 36 extend upwardly to ground.So also protect heat pipe 61 not with soil Earth contacts.Take on above 77 in the storehouse of underground cooling silo 41 and periphery setting heat insulation and water resistance layer 78 is entered with the heat energy stopping ground Underground cooling silo 41 and rainwater carry heat energy and increase the temperature of underground cooling silo 41 surrounding soil.Stop the heat energy summer on ground The oddment temperature positioned at surface can be made in season to reduce by 3 DEG C；It is blocked heat energy that rainwater carries with 19 DEG C of mean temperature, soil mesh Mark 3 DEG C and 300 square metres scopes of temperature enter 400 cubic metres of meters of rainwater of underground every year, and the heat energy of about stop reaches 6,400,000 every year Kilocalorie.

Figure 14 provides tenth embodiment of the invention.

In Figure 14, airflow path pipe 75 in a section, its surface carries ventilation can not be by the micropore of oddment, and micropore is such as Shown in oblique line array.Pore widths are 0.4 to 2 millimeter；2 to 30 millimeters of length；Concrete size can be big according to the granule of oddment Little selection.The height dimension scope of middle airflow path pipe 75 is underground damp proof structures height 50% to 100%；Caliber take 20 to 100 millimeters.Middle airflow path pipe 75 adopts can increase intensity using reinforcement during spring-like fashion；Reinforcement may be located at On the axial line of surface of revolution that described bourdon tube envelope is constituted.Middle airflow path pipe can also with go deep into lining container Blind pipe Integral design manufacture and using blind pipe as reinforcement.

After the completion of tubular warehouse part, can first manufacture tubular orlop or first manufacture tubular storehouse shoulder；In orlop soil layer When sufficiently stable and subsoil water converges slower, can direct once or by several times laying tubular orlop；When orlop soil layer is unstable Fixed or orlop can be layed in using formwork for placing when subsoil water converges too fast；In order to reclaim formwork for placing, can be for the first time The aperture of tubular orlop is decreased to original 0.6 times；Then again reduced bore to 2 meters about；When needing, can be in cylinder Shape orlop arranges some fabrication holes and is used for drawing water or pour water to keep ground pressure outside orlop, finally blocks fabrication hole again； Tubular orlop can also be made prefabricated component and then hang down to field conduct assembling.

Corrosion resistant plate lining container hanging device is divided into two kinds according to lining container using vertical bar splicing or the splicing of horizontal circle； The vertical bar of vertical bar splicing includes the steel plate with U-shaped elastic pipeline and indent conduit or corrosion resistant plate；The horizontal circle bag of horizontal circle splicing Include steel plate or the corrosion resistant plate connecting lopping through automatic argon arc welder；Vertical bar splicing can be using Handheld laser welding dress Put, Handheld laser welder is light and handy, chromium is not analysed in welding quality good surface invariant color and weld size is unrestricted, but folded During weldering, the thickness of steel plate can not be too thin.For this reason, double plates can also be designed, melting of end face welds connection side by side.

Figure 15 and 16 provides eleventh embodiment of the invention.

In Figure 15 and 16, tubular sheet heat exchanger vertical bar 80 includes U-shaped in the wing plate 81 with caulking groove and embedded wing plate 81 caulking groove Pipe 82.The edge of adjacent two panels tubular sheet heat exchanger vertical bar 80 is stacked, and implements welding with Handheld laser welder and is allowed to seal Connect, repeat for multiple vertical bars 80 to paste tubular warehouse being welded to connect, until making the warehouse of a complete lining container.Each The individual tubular sheet heat exchanger vertical bar 80 with U-tube 82 can be an independent exchange piece.

The use of caulking groove or conduit includes can keeping less diameter convenient entrance tubular warehouse when mounted；In storage During storage body, it is possible to use the gravity of oddment is made the diameter of lining container somewhat increase and be fitted with tubular warehouse and realizes low grade fever Resistance connects.Conduit also has the effect absorbing diametrical dimension error and absorbs lining container with tubular warehouse thermal coefficient of expansion not With the change in size problem brought.Additionally, if necessary to the scale error and the change that absorb vertical direction, can be by liner The top of container makes concentric corrugated surface to realize.But in fact, not considering this part, also it doesn't matter.

Lining container itself can also be by embedded elastic u-shaped pipe heat exchange.The air-flow that conduit also retains mezzanine space leads to Road, makes the effect of negative pressure source can be deep into each several part of mezzanine space.

One steel plate with U-shaped elastic pipeline and indent conduit or corrosion resistant plate vertical bar 80 length up to more than 10 meters, Need to be held up with special facilities and be connected with hoist engine again and then be re-fed in tubular warehouse putting in place.

Figure 17 provides twelveth embodiment of the invention.

In Figure 17, removable hydraulic pressure vertical bar erecting mechanism includes several wheels, fuselage 83, hydraulic pushing device 84 and Turning bracket 85.Its operation principle：Vertical bar to be shipped is placed on the fuselage that hydraulic pressure vertical bar erecting mechanism is horizontal On 81 and fixing.After transporting scene to, with hydraulic pushing device 84, the upset of turning bracket 85 is in vertical state such as dotted line and shows； Then cared for after vertical bar with hoist engine, unclamp fastening, hydraulic pressure vertical bar erecting mechanism is withdrawn from.Complete the shipment of a vertical bar and erect Rise.

Figure 18 and 19 provides thirteenth embodiment of the invention jointly.

In Figure 18 and 19, linkage interface bending caulking groove 91 and lower linkage interface folding on the linkage interface of upper and lower two horizontal circles 90 Curved short slab 92 is mutually butted enforcement 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 so that lower linkage interface bending short slab 92 is stretched in linkage interface bending caulking groove 91 as shown in the dotted line of side, With the rivet holder power that undercut utensil relies on tubular warehouse 36 below, the upper and lower linkage interface 91,92 of embedded connection is compacted again And up time needle plate goes to horizontality.Then the roller 93 using seam welder again implements resistance welding to described undercut.Can also be by Turned using undercut utensil squeeze board and complete with resistance welder one step.Described welding can also be changed to laser welding.Relevant undercut Utensil, resistance welder and laser welding apparatus can order acquisition.Be increased between each part of tubular warehouse 36 by welding machine Bonding strength.

The surface of tubular warehouse 36 is provided with magnetic interface soft iron plate 94；Horizontal circle 90 inner surfacies with magnet piece 95 with soft Iron plate 94 magnetic connects.The suction of each magnet piece 95 is up to 6 kilograms.It is evenly arranged magnet piece 95 with suitable density may insure Lining container is in ideal position to horizontal circle 90 in other words.Adopt and can also be able to avoid subtracting with the horizontal circle 90 of corrosion resistant plate manufacture of magnetic The phenomenon that few magnet piece 95 drops.

In Figure 18 and 19, it is additionally provided with built-in screw linkage interface 96 on the surface of tubular warehouse 36.Built-in screw connects Interface 96 includes the female thread deep hole with concave point for a port.When assembling nontransparent lining container, first slipped over substantially with Magnet Screw connection interface zone, lean out and can form hammering concave point on lining container surface with rubber hammering behind screw connection interface Positioning, be aligned hammering concave point enters tapping screw and can achieve that lining container part includes the screw of horizontal circle 90 and tubular warehouse 36 Connect.In tapping screw, the boring that one large washer to protect lining container 68 can also be set with lining container 68 contact site It is not to expand, can also set, in tapping screw and lining container 68 contact site, the material that is bonded and sealed guarantees lining container Closure.

The diameter that undercut design between Figure 18 and the horizontal circle 90 of 19 embodiments can realize lining container maximizes.

Figure 18 and 19 embodiments can also be used for the occlusion of two vertical bars.But for vertical bar, can also directly process as figure 19 two linkage interface undercut shapes, directly weld 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 been built successfully.Using rail 31 described in embodiment 1 The tower crane group tower crane 32 of upper installation and several the uniform digital control hoist engines 35 lifting fortune being connected with rigid docking body 34 The part sending lining container 68 includes base plate, horizontal circle 90, top board and lid.

The corrosion resistant plate base plate of lining container 36, horizontal circle 90 and top board can be transported to scene after workshop cutting blanking, Scene automatic argon arc welder joint forming to fold base plate and the connection flange of top board with folding brake be that flanging straight panel makes again With the undercut linkage interface of horizontal circle 90, horizontal circle 90 also will process undercut linkage interface.Flanging 90 to 200 millimeters of models of straight panel length As long as enclose facilitating subsequent job.The content of undercut linkage interface is with reference to above embodiment.Horizontal circle 90 adopts width 1.5 Rice, the carrying magnetic rustless steel roll bending of thickness 0.25 make.

Water pipe and water pump is first used to connect tubular warehouse 36 bottom disposal ditches 97, for the draining that may need.And Longitudinal channels 98 on tubular warehouse 36 wall are embedded in heat exchange pipeline.

Put in place with digital control hoist engine 35 lifting base plate, the horizontal circle 90 of lifting is allowed to dock with component below；Again with stinging Side utensil relies on that the rivet holder power of tubular warehouse 36 below is compacted to two linkage interfaces of embedded connection and up time needle plate goes to Horizontality.Then with seam welder, resistance welding is implemented to described undercut again.This partial content is with reference to above example.Continue successively Continuous superposition is horizontal to enclose until all horizontal lap weldings connect and finish, and reconnects the top board of lining container until completing；Then build installation steel again Reinforced concrete tubular storehouse is takeed on to completion.

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 horizontal circle 90 each several parts.But horizontal circle 90 not easy processing connect heat exchange pipeline vertical channel, therefore in concrete Longitudinal channels are made on tubular warehouse 36 wall.

Using horizontal circle of digital control hoist engine lifting etc., can go smoothly during assembling and answer pericardium to include it can be avoided that in stainless sheet steel Lining container overshoot collision；Can also once transport and put in place.

Figure 21 and 22 provides fifteenth embodiment of the invention jointly.

In Figure 21 and 22, arrange several fronts be photovoltaic battery panel 101, backboard be flat radiator 102 generating dissipate Hot integrated device 103, rotates secondary and basic connection by one；Photovoltaic battery panel 101 is connected with power transmission cable；Flat radiator 102 pass through pipeline and circulating pump and tubular sheet heat exchanger 104 water route that is arranged inside and outside underground cooling concrete structures is connected.Institute State and in water route, contain freeze proof heating agent.Generating integrated heat dissipation device 103 has two states：Daytime photovoltaic battery panel 101 upwards Generating state and night flat radiator 102 radiating state upwards.Flat radiator can adopt existing tube plate structure bag Include elastic pipeline flat-plate solar collector fabrication techniques it is desirable to the emissivity of film layer as high as possible include using blackboard paint make Film layer.

Figure 21 and 22 embodiments generate electricity and descend cooling silo 41 shading more than 80% over the ground daytime；Underground is lowered the temperature by night Heat energy in concrete structures 41 is dispersed into environment.

Figure 21 and 22 embodiments are arranged at tubular sheet heat exchanger 104 and the oddment conveyer device that underground lowers the temperature in silo 41 105 linkage interface integrated design manufactures, and arranges two chutes including on tubular sheet heat exchanger 104, and in oddment conveying Two slide blocks being slidably connected with the cooperation of described chute of each setting in the bottom both sides of device 105.So, oddment conveyer device During 105 entrance underground cooling silo 41, the slide block of its bottom is with described chute cooperation so that it may so that chute constraint oddment conveys The state of device 105 simultaneously undertakes its moiety by weight so that its turnover underground cooling silo 41 becomes very convenient.

Figure 23 provides sixteenth embodiment of the invention.

In Figure 23, formwork for placing, the concrete pump set, spoir lifting device, spoir conveyer belt, be arranged at strut and on Each strain transducer on terminal frame, adhere on each foil gauge at digital control hoist engine force sensitive position, and outer ring rotation Turn cutlery, centre circle rotates the motor of cutlery, central rotation cutlery and digital control hoist engine each via the interface of oneself Circuit 120,121,122 ... 180 and the damp proof structures in underground are built on-site special equipment silo machine control system master control and calculate Governor circuit 181 signal of machine connects, and outer ring rotation cutlery, centre circle rotation cutlery, central rotation cutlery and digital control The motor of hoist engine is as the execution unit of main control computer.By the control of main control computer, can make formwork for placing, The concrete pump set, spoir lifting device, spoir conveyer belt, and outer ring rotation cutlery, centre circle rotation cutlery, central rotation The state of cutlery and digital control hoist engine changes according to the state change of main control computer.

Claims (1)

1. silo machine, digs standby, tubular warehouse making facility and control system including ground base framework, underground drilling；Ground base Plinth framework includes rail basis and is arranged at the tower crane framework on the basis of rail；Tubular warehouse makes facility and includes steel core rack system Make facility, removable tubular warehouse concrete-pouring template and concrete placing installation；Underground drilling digs standby inclusion some circles rotation Turn cutlery shoveling facility and spoir conveying facility, it is characterized in that putting docking rigid body containing a height being connected with tower crane framework, It is evenly equipped with several on the downside of docking rigid body and be connected to the digital control hoist engine building tubular warehouse steel core rack and several connections The hoist engine of removable tubular warehouse concrete-pouring template；Digital control hoist engine each contains load sensor, and load passes Sensor includes adhering on more than one foil gauge at digital control hoist engine force sensitive position；Each digital control hoist engine negative Lotus sensor and motor are connected and described motor with the main control computer signal of control system by interface circuit Execution unit as main control computer.