CN105003101A

CN105003101A - Dehumidifying method of underground moisture-proof structure, equipment, and underground moisture-proof structure

Info

Publication number: CN105003101A
Application number: CN201410331786.5A
Authority: CN
Inventors: 施国樑
Original assignee: 施国樑
Current assignee: Jining high tech Keda Technology Project Service Co.,Ltd.
Priority date: 2014-07-12
Filing date: 2014-07-12
Publication date: 2015-10-28
Anticipated expiration: 2034-07-12
Also published as: CN105003101B

Abstract

An underground moisture-proof structure is characterized in that a protecting wall interface is hermetically connected with interior surface of the structure to form a closed space; the closed space is communicated with a negative pressure source. Special equipment, a silo machine, for building the underground moisture-proof structure is characterized by comprising a high-level connecting rigid member connected with a tower crane frame, and a plurality of digital control winches connected with a tubular barn steel-cored grid under construction are evenly distributed on the lower side of the connecting rigid member. A method for building the underground moisture-proof structure includes: using a heat exchanger to allow spatial transformation of a distribution parameter of stocks in an underground cooling barn to a concentration parameter of a heat exchange interface of a refrigerating unit, and solving the problem of a high lowest temperature of a low latitude area with refrigeration. Negative pressure vacuum also has the functions of drying, harmful insect eliminating and metabolism slowing. The temperature of stocks in the underground cooling barn in a Yangtze River delta region never exceeds 8 DEG C in first summer, and energy consumption is negligible. Stocking time of rice is expected to be longer from existing two years to eight years.

Description

Underground damp proof structure dehumanization method equipment structure

Technical field

The present invention relates to the damp proof structure dehumanization method in underground, special equipment and structure.

Background technology

Existing grain depot, for damp proof object, is built on the ground more.In Yangtze River Delta Area, in summer, due to the far infrared radiation of solar irradiation and ground object, cereal temperature in storehouse is made to be increased to 30 DEG C even higher gradually.The cooling although cost mint of money installs an air-conditioner, the heat conductivility difference oddment due to grain is difficult to overall balanced cooling and causes dropping into huge and have little effect.Rice through one summer free fatty parameter significantly change, nutrition and taste are all obviously deteriorated, many just direct as grain in storage for years process.Also once had and form condensation when lowering the temperature suddenly because of the grain that temperature is higher and cause grain to be hydrolyzed mildew and rot phenomenon generation.Build underground granary, the heat storage performance of soil can be utilized to stabilize summer high temperature.But more existing existing underground structures comprise residential building basement, because the problem of wall leakage or high humidity is unresolved, impact uses.

Summary of the invention

The object of the invention is to provide the damp proof structure dehumanization method in underground, special equipment and structure.

Underground of the present invention damp proof structure dehumanization method: build the damp proof structure in underground, comprise semi-underground damp proof structure, the damp proof structure in concrete underground comprise warehouse, flywheel rotary energy-accumulating facility, garage parking and residential houses;

First make the concrete wall of first paragraph underground damp proof structure, described body of wall comprise surface stria, with revetment interface and the linkage interface of special construction equipment, built-in negative pressure connecting pipe and water filling and drainage pipe; When its intensity is up to standard, utilize the linkage interface connection underground drilling on it to dig standby; Connect digital control hoist engine uniform on the downside of rigid body and be connected to the steel core rack of building concrete wall with refuting and control in the state of the good operating mode and controlled decline and concrete wall formwork for placing of building concrete wall for realizing; When the supporting piece that the spoir pressure of lifting up into weight when building concrete wall down-force and being inadequate with hoist engine and comprise the whole bag of FCL is hung on inside described concrete wall helping describedly building concrete wall; Then concrete wall continues heap superimposed code steel concrete and it sinks once again in intensity season up to standard at incision soil building ... so repeatedly until build completion;

Revetment interface is arranged to the damp proof structure interior surface in underground, improves its sealing performance and avoid because of the phenomenon causing interior humidity too high that seeps water; Described structure interior surface comprises the metope of periphery body of wall, ground and top surface; Revetment interface is with continuously as well, and its material therefor, shape and area are not limit; Revetment boundary material includes but not limited to corrosion resistant plate, plastic plate and plastic sheeting and combination thereof; The revetment interface on ground can be arranged again layer protective layer or functional layer comprise wood floors realize needed for function; Lining container shape or other shape can be got in revetment interface, and described lining container comprises stainless steel thin-wall container, plastic containers and membrane container; When needing, lining container attached bag with cover can draw together a shared lid with tubular warehouse; Revetment interface and structure interior surface is made to be tightly connected formation more than one enclosure space; Making described enclosure space be communicated with negative pressure source separately keeps negative pressure state to realize vacuum or negative pressure drying, and described connection comprises intermittent communication or continual communication; Unimpeded for guaranteeing enclosure space internal gas flow, at described structure or revetment interface internal surface, some mutually through strias are set;

Further again, disposal ditches is arranged to the place of revetment interface internal and the possibility of the mezzanine space between itself and concrete wall ponding, and adopts one go deep into the suction water pipe that pump drainage facility water inlet is communicated with or be connected disposal ditches draining;

Caulking groove and the steel plate linkage interface as revetment interface and structure interior surface can also be set in described structure interior surface; Comprise closed linkage interface continuously; Caulking groove linkage interface is applicable to embedding plastic sheeting revetment interface and realizes connecting; Steel plate linkage interface is applicable to being connected with steel plate revetment interfacial weld;

Further, on the inner top near border of enclosure space, more than one water inlet pipe be communicated with a water source is set and arrange in the bottom on close border, described enclosure space inside more than one with a gutter abandoned water receptacle and be communicated with; Make described enclosure space, water source and abandon water receptacle and comprise described enclosure space, water source under same negative pressure state and abandon water receptacle and to be arranged in same enclosure space and to be communicated with a negative pressure source; Regularly make described water source to described enclosure space water filling and by gutter timely draining, cleaning is implemented to the surface of wall of described enclosure space with water plug and comprise the salinity removed and may accumulate; Or, in underground salinity district higher, more than one drinking-water pipe is set bottom the external surface of described structure and makes the external surface of described structure form a long-acting clear water field of flow from top to bottom to isolate the possible saline and alkaline negative effect to described structure to the water filling of described structure external surface.

Heat exchange interface can also be set on the damp proof structure body of wall in described underground and install by heat exchange interface and connect cooling exchange piece, utilize cooling exchange piece to be dispersed in environment when temperature is low by the heat energy of oddment, make oddment pass through to lower the temperature and be in suitable stock's temperature for a long time; Cooling exchange piece comprises heat pipe and pipeline heat-exchanger rig; Keep the hot junction of heat pipe or the heat absorption interface of pipeline heat-exchanger rig conduct heat with heat exchange interface to be connected, the release interfaces of maintenance heat pipe cold junction or pipeline heat-exchanger rig and the abundant heat exchange in the external world from shock in the effective protective range release interfaces of heat pipe cold junction or pipeline heat-exchanger rig being placed in protective equipment; Pipeline heat-exchanger rig comprises nature and forced circulation heat-exchanger rig; The circulation pump of forced circulation heat-exchanger rig can exchange by namely absorb heat interface and release interfaces of forward and reverse operation;

Soil and the underground damp proof structure inside of damp proof structure periphery cooling exchange piece can also be set, in underground, air flow tube channel can also be set in damp proof structure inside in underground, solve oddment thermal resistance and the large problem of vapour lock;

The cooling exchange piece arranged in described structure inside and air flow tube channel need reinforcement and get described cooling exchange piece and air flow tube channel has the state of minimum barrier effect to the flowing that oddment passes in and out;

Heat-exchanger rig can also be adopted to realize the space transforming of distributed constant to refrigeration unit heat exchange interface lumped parameter of oddment, and adopt refrigeration unit refrigeration to solve the high problem cannot passing through fully to lower the temperature to function of environment heat emission of the low latitudes lowest temperature; The distributed constant realizing oddment can be divided into two parts to the heat-exchanger rig of the space transforming of refrigeration unit heat exchange interface lumped parameter,---typically referring to the space below the highest oddment surface---arranges heat pipe heat exchanging device and hollow steam flow tube channel to be included in the below of described structure inside, and above described structure inside, arrange tubular sheet heat exchanger part that is direct with described heat pipe heat exchanging device or that conducted heat by air;

For the situation that temperature is easily too low, make it to avoid harmful low-temperature zone by heating oddment; The facility heated comprises forced circulation heat-exchanger rig, source pump and solar energy heat collector and combination thereof;

Further, construction can be born the damp proof structure in described underground of inner vacuum negative pressure and be arranged gas-tight silo lid to the damp proof structure in described underground, vacuumizes reduce its internal temperature and humidity and make oddment be in good temperature and humidity range to avoid condensing, reduce the metabolism that oxygen concentration suppresses oddment the damp proof structure in described underground;

The carbon dioxide of damp proof structure inside, described underground or nitrogen gas concn is kept to store oddment by discharging specific gas to the damp proof structure in described underground such as increasing;

Manufacture and design the special equipment building the damp proof structure in above-mentioned underground, comprise concrete wall body site building equipment and lining container built on-site equipment;

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

Base frame comprises rail basis, the tower crane framework be arranged on rail basis is put to refute with a height be connected with tower crane framework and connect rigid body, connects several digital control hoist engines of uniform connection on the downside of rigid body and is connected to the steel core rack of building concrete wall and controls in the state of the good operating mode and controlled decline and concrete wall formwork for placing of building concrete wall for realizing refuting; Digital control hoist engine is separately containing load sensor, and load sensor comprises more than one foil gauge adhering on digital control hoist engine force sensitive position; The load sensor of each digital control hoist engine and drive motors to be connected with the main control computer signal of control system by interface circuit and described drive motors as the execution unit of main control computer;

Underground drilling digs and rotates cutlery shoveling facility and spoir conveying facility for comprising some circles;

Concrete wall makes facility and comprises the making of steel core rack facility, removable concrete wall concrete-pouring template and concrete placing installation; Removable concrete wall concrete-pouring template can also be made to be affiliated in refuting the position and state control that connect and rigid body realizes described formwork for placing by hoist engine;

Lining container built on-site equipment comprises the frock clamp of thin plate or film lining container parts, plate cutting installation for welding, undercut producing device and control system; Described frock clamp comprise the vertical bar parts forming lining container the device lifting and insert concrete wall inner space, to comprise annular or other than ring type frock track with the frock track of cylindrical concrete body of wall arranged concentric and the fixture of the removable horizontal circle that is connected with frock track or vertical bar, the connection facility that gos deep into lining container comprise undercut machine and resistance welder.

The present invention is according to one of said method technical scheme realizing its object: build the damp proof structure in underground and comprise semi-underground damp proof structure, the damp proof structure in concrete underground comprise warehouse, flywheel rotary energy-accumulating facility, garage parking and residential houses; In described structure interior surface, revetment interface is set; Described structure interior surface comprises periphery wall and surface, ground and top surface; Revetment interface is with continuously as well, and its material therefor, shape and area are not limit; Revetment boundary material comprises more than one corrosion resistant plate, plastic plate and plastic sheeting; The revetment interface on ground can be arranged again layer protective layer or functional layer comprise wood floors realize needed for function.Revetment interface and structure interior surface is made to be tightly connected formation more than one enclosure space; Described enclosure space is communicated with negative pressure source separately.

Can also a clean water tank be set on the outer ledge of the damp proof structure in underground, for providing clear water to concrete structures wall outer side; Or the exterior bottom of damp proof structure arranges an outer collecting-tank in underground, stretch into the ponding of the outer collecting-tank of outer collecting-tank suction with salt solution suction tube; Or the inside bottom of damp proof structure arranges an interior collecting-tank in underground, stretch into the ponding of collecting-tank in the suction of interior collecting-tank with infiltration suction tube; Or at the uniform mutually through stria of structure interior surface; Or be connected with the reinforcing bar core net of concrete wall by involving thing inside described linkage interface; Or the interior surface of structure arranges based on flush type expansion nut array and connects various linkage interface.

Described revetment interface can also be made to comprise steel plate linkage interface and stainless steel wall panel; Linkage interface is continuously, wall panel respectively with being tightly connected of weld interface continuous welding realization and weld interface, leave gap between two pieces of adjacent stainless steel wall panels; Or linkage interface is discontinuous, wall panel and linkage interface be welded to connect play fixation and adjacent two pieces of stainless steel wall panels splice be connected comprise be welded to connect, bonding connection and undercut connect; Stainless steel wall panel and structure interior surface form an enclosure space; Or

Described revetment interface comprises linkage interface and the plastic sheeting wall panel of band ohm-type groove, to be pushed away by plastic sheeting wall panel imbed in ohm-type groove with resilient band; Plastic sheeting wall panel and structure interior surface form an enclosure space; Can embed the above plastic sheeting of one deck and ohm-type groove in same ohm-type groove can simultaneously as the splicing interface of plastic sheeting wall panel; Or

Described revetment interface comprises the linkage interface of band steel-core plastic pile crown and the plastic plate wall panel of band mating holes; The plastic plate wall panel of hanging belt mating holes puts in place and the mating holes on it is coordinated with the steel-core plastic pile crown on linkage interface, with plastic welding gun, plastic plate wall panel is welded to connect at mating holes place, then with plastic welding gun, the plastic plate wall panel seal welding that two pieces splice is connected; Plastic plate wall panel and structure interior surface form an enclosure space; Or

Described revetment interface comprises linkage interface and the plastic sheeting wall panel of band bonding interface, and lifting plastic sheeting wall panel puts in place, then at linkage interface place, plastic sheeting wall panel is pierced through injection cementing agent with the needle point of cementing agent syringe; Described cementing agent comprises UV-cured adhesive or other quick-acting binders; Also cementing agent can be adopted between plastic sheeting wall panel to connect; Plastic sheeting wall panel and structure interior surface form an enclosure space.

Damp proof structure body of wall inside, described underground or surface or the damp proof structure in described underground inside can also be made or heat exchange interface is set from the periphery within 5 meters, the damp proof structure in described underground and installs by heat exchange interface and connect cooling exchange piece; Cooling exchange piece comprises heat pipe and pipeline heat-exchanger rig, comprises or do not comprise the source pump and blower fan of installing and using directly cooling purposes; Pipeline heat-exchanger rig comprises nature and forced circulation heat-exchanger rig; The circulation of forced circulation heat-exchanger rig can be exchanged by namely absorb heat interface and release interfaces of forward and reverse operation; Described heat exchange interface comprises the longitudinal fluting be arranged on described wall, and the heat pipe of heat pipe or the pipeline of pipeline heat-exchanger rig embed described longitudinal fluting and conduct heat with described longitudinal fluting and be connected.

Can also adopt the heat pipe duct arranged along the inwall of tubular warehouse or outer wall, contain heat pipe and conduct heat with heat pipe hot junction be connected in heat pipe the duct in, the cold junction of heat pipe stretches into air and with southern side or north side sunscreen protection plate; The heat pipe arranged at tubular warehouse inwall stretches out tubular warehouse position and contains the seal member with tubular warehouse; Or be evenly equipped with magnetic linkage interface soft iron plate at the inner surface of tubular warehouse; Or damp proof structure inside is provided with air flow tube channel in underground, described air flow tube channel comprise a surface with ventilation but do not settle by the micropore of oddment, roughly vertically, tube that top exceeds oddment plane, described tube comprises straight tube and spring-like coil pipe.

The mode that tubular sheet heat exchanger is set on the embedding heat pipe in oddment bottom, top can also be adopted.And make working medium be several grams of alcohol, liquid-sucking core is set at heat pipe inner wall.

The present invention realizes the technical scheme two of its object according to said method: damp proof structure built on-site special equipment silo machine under manufacturing a tableland, comprises ground base framework, underground drilling digs standby, tubular warehouse and make facility and control system; The tower crane framework that base frame comprises rail basis and is arranged on rail basis; Tubular warehouse makes facility and comprises the making of steel core rack facility, removable tubular warehouse concrete-pouring template and concrete placing installation; Underground drilling digs and rotates cutlery shoveling facility and spoir conveying facility for comprising some circles, it is characterized in that putting to refute connect rigid body containing a height be connected with tower crane framework, to be evenly equipped with several on the downside of rigid body and to be connected to the digital control hoist engine building tubular warehouse steel core rack to be connected tubular warehouse formwork for placing hoist engine with several refuting to connect; Digital control hoist engine is separately containing load sensor, and load sensor comprises more than one foil gauge adhering on digital control hoist engine force sensitive position; The load sensor of each digital control hoist engine and drive motors to be connected with the main control computer signal of control system by interface circuit and described drive motors as the execution unit of main control computer.

The present invention realizes the technical scheme three of its object according to said method: damp proof structure built on-site equipment lining container machine under manufacturing a tableland, comprise the frock clamp of thin-walled steel plate lining container parts, undercut device, installation for welding and control system, it is characterized in that putting to refute connect rigid body containing a height be connected with tower crane framework, refuting digital control hoist engines of connecing and being evenly equipped with several connection lining container component on the downside of rigid body and to be connected with several hoist engine of lining container undercut or installation for welding; Digital control hoist engine is separately containing load sensor, and load sensor comprises more than one foil gauge adhering on digital control hoist engine force sensitive position; The load sensor of each digital control hoist engine and drive motors to be connected with the main control computer signal of control system by interface circuit and described drive motors as the execution unit of main control computer.

The present invention realizes the technical scheme four of its object according to said method: manufacture a horizontal circle of lining container parts, the great circle circle that one is just put into tubular warehouse is made in the stainless steel roll bending automatic argon arc welder docking comprising width 1 to 2 meter, it is characterized in that described great circle circle each several part consistency of thickness, contain upper and lower linkage interface respectively at two annular end faces of horizontal circle, upper linkage interface contains the bending caulking groove that bending angle scope is 140 ° ± 40 °; It is 35 ° ± 18 ° bending short slabs that lower linkage interface contains bending angle scope; The depth dimensions of described bending caulking groove and the length of bending short slab measure-alike or close.

Beneficial effect: the present invention's revetment interface and structure interior surface form an enclosure space and vacuumize enclosure space, effectively can remove the possible infiltration of concrete wall or leak and reduce the humidity of structure inside, although the interior surface of the damp proof structure in underground is in vacuum negative pressure condition, but the usage space of described structure can be normal pressure, and the wall of described structure supports because of direct and revetment interface phase and can't produce negative effect because of the negative pressure of enclosure space.The tubular warehouse that the present invention adopts underground semi-underground can the pressure of the soil of resistance to outside, thus the cold-storage ability of soil can be utilized safely to suppress the rising of oddment temperature.Employing heat pipe conducts heat to be connected with underground damp proof structure wall and the unidirectional heat transfer property of heat pipe can be utilized constantly to be dispersed in air the heat energy of oddment without the need to consuming energy lower than during oddment temperature at temperature.Roughly estimate: in the grain depot of 1,000,000 jin configure 40 heat pipes to dispel the heat a winter 4 megawatt time (40 heat pipe * 10 hours/day * 100 watts/* 100 days), radiating efficiency 80%, grain specific heat capacity be the half of water, 1,000,000 jin of grains can be lowered the temperature 11 DEG C.If the temperature of depositing thing to enter the damp proof structure in underground is like this 19 DEG C, can make first summer oddment maximum temperature be no more than 8 DEG C.At night in the fall, temperature is lower than again can radiating and cooling when 8 DEG C.Usually, occur meaning that temperature drops to less than zero DEG C the Frost's Descent.And for inland sex climate, the temperature in many nights on date all can drop to very low in 1 year, at this time will export heat energy by heat pipe to environment and make the damp proof structure internal temperature in tubular underground less than reduction.In the soil of damp proof structure periphery, underground, arrange the cooling that heat pipe can promote surrounding soil, cold-storage suppresses the slightly high part of other temperature of underground to be contributed the heat energy of oddment more.The temperature fluctuation that underground structure can utilize the heat storage performance of soil to stabilize oddment makes it avoid harmful high temperature, but only has solution dehumidifying problem could realize effective utilization of the underground space.The embedding heat pipe in oddment bottom, top arrange the mode of tubular sheet heat exchanger and make described heat-pipe working medium minimized, such as only use about 20 grams ethanol working medium to the heat pipe of 10 meters, little and reliably do not consume energy to the threat of oddment; The tubular sheet heat exchanger part of top then can realize well with the heat exchange at the heat absorption interface of refrigeration unit and overhaul conveniently.

Adopt lining container can realize moistureproof dual fail-safe, negative pressure is kept to keep dry state to enclosure space in other words by vacuumizing mezzanine space, even if the moisture under huge groundwater pressure in the percolating water of minute quantity or air also can be removed.The conduit of lining container contributes to keeping gas channel.By vacuumizing liner internal tank, the breathing of oddment, oxidation and metabolism can be suppressed, the edible grain of non-seed purposes is gained everything and lose nothing.Employing connects lining container inside and the appendix of special gas tank, can be satisfied the demand by the concentration realizing looking after the Oxygen control of seed other gas in the damp proof structure of seed or maintenance underground.Liner internal tank is vacuumized, directly can also dewater in the damp proof structure in underground to the grain of high humility, avoid northern grain to freeze many mouse loss half a year outside and serious problem of going rotten winter.Vacuumize itself is also that one compares relatively mild temperature-fall period, as long as not too.Adopt lining container that the vacuum of mezzanine space can also be made a little more than the vacuum in lining container, even if it is full the pressure of 10 kilograms every square metre also can be provided to make it shape for the top corrosion resistant plate lifting holder lining container a little more than 0.001 atmospheric pressure.Lining container is comprised to top more than 95% area contacts with tubular warehouse, lining container inside is 0.8 to 0.9 atmospheric situation, even if mezzanine space is evacuated to 0.5 atmospheric pressure, tubular warehouse wall also can be reduced to 1 to 2 ton every square metre from 5 tons every square metre because vacuumize the uniaxial pressure born, and the operating mode of tubular warehouse is optimized.

Adopt the pipeline heat-exchanger rig of forced circulation, the characteristics of distributed parameters that can adapt to oddment better carries out interchange of heat, and has the high-power advantage of heat exchange, but circulation pump needs to consume a small amount of energy.Adopt source pump by heat or the heat exchange interface of pipeline heat-exchanger rig absorb heat from the damp proof structure in underground have power large, be applicable to high humility grain needs and dewater as early as possible and prevent the too high demand burning out grain of temperature, source pump just can not be relied on to lower the temperature after short time dehydration later; Certainly, negative pressure source also can be adopted in this case to comprise Roots blower and to realize dehydration cooling to provide low vacuum or negative pressure.Adopt source pump or solar energy to the damp proof structure inside heating in underground, the requirement that some fruit can not be too low to storage temperature can be realized.Source pump heating power is large and energy-conservation.Utilize solar energy heating then can not electricity consumption.Temperature due to oddment remains very low, and the free fatty of rice can be gone through and still keep extremely low level for many years.Both can reduce paddy to have to, as the sight of feed process waste grain, customer can be made again to enjoy the cereal of better quality with regard to ageing one or two years.

Adopt digital control hoist engine can control the decline state of tubular warehouse and give steel core rack uniform pulling force, realize prestressing force effect.Adopt to refute and connect rigid body or ring-type and refute and connect the stressed safety that rigid body can guarantee tubular warehouse, by or the impact of few tower crane accident by occurring.Equally, the state in its manufacture process controls and good operating mode to adopt digital control hoist engine to guarantee to stainless steel thin-wall lining container.Silo machine adopts digital control hoist engine can understand in real time in the stress of building the damp proof structure in tubular underground, and the load both can having taken measures to be included in all digital control hoist engines of very first time balance to possible situation early, characteristic individual digital being controlled to hoist engine carry out rectification building-out to guarantee to build the damp proof structure in high-quality underground; According to described hoist engine historical data and then can also extrapolate underground hydrological attribute, in order to accumulate experience, the damp proof structure management with the underground in later stage provides the firsthand information.

For the steel concrete tubular warehouse of external diameter 10 meters, average internal height 9.5 meters, tubular warehouse wall thickness 0.14 meter, volume about 1004.5 cubic metres, can store about 1,050,000 jin of grains.One group 5 ground borehole cooling silo costs comprise: concrete 300 cubic metre 10.5 ten thousand yuan, reinforcing bar 40 tons 250,000 yuan, lining container corrosion resistant plate 2355 ㎡ 14.5 ten thousand yuan, cooling installation and annex comprise lid and control system 400,000 yuan, exploration and design examination & approval and license fee 1,100,000 yuan, artificial 100,000 yuan, depreciation and invisible 100,000 yuan, profits tax 110,000 yuan, amount to 1,380,000 yuan, close 0.2106 yuan/jin (not counting soil, water power, above ground structure and supporting).Cost before common large one-storey house silo more than ten years also wants 0.2 yuan.But steel concrete tubular silo reduces half, depot maintenance expense and oddment loss then reduce by 80% than large one-storey house silo long service life at least one times, floor space; For the rice of Yangtze River Delta Area, the ageing time limit was expected to extend to more than 8 years from 2 years.The soil dug out when building ground borehole cooling silo can be baked bricks, and sells 50 yuan for every cube and can take in 110.5 ten thousand yuan.Adopt plastic sheeting lining container can also reduce nearly 200,000 yuan of investment than stainless steel inner lining container.When adopting plastic sheeting lining container, its barrel adheres on concrete tubular warehouse wall, and utilizes the magnet piece be connected with the soft iron plate magnetic on tubular warehouse to push down.Described soft iron plate is distributed on tubular warehouse.The top of plastic sheeting tubular warehouse is hung by the cable being arranged at tubular warehouse top and is connect in succession.

For inland sex climate, can by arranging a small amount of photovoltaic battery panel to build the fruit ground borehole cooling fruit underground damp proof structure not relying on electrical network on ground borehole cooling concrete structures, only with electrical network expense of increasing capacity with and the budget investment photovoltaic cell of freezer equipment just every year during 25 years afterwards except the personal electric energy saving tens thousand of unit of the electricity charge, also can increase power selling income some ten thousand yuan every year.Build the damp proof structure of the semi-underground freezer in underground or underground using source pump simultaneously to adopt heat pipe and the cooling of pipeline heat-exchanger rig, contribute to using electricity wisely.Borehole cooling concrete structures can using electricity wisely or do not rely on electrical network with building the photovoltaic that utilizes photovoltaic battery panel to power to adopt photovoltaic battery panel.

Further illustrate below in conjunction with accompanying drawing.

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

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

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

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

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

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

Fig. 7 is the device layout figure of borehole cooling silo job site, a ground.

Fig. 8 is that structural representation faced by the ground borehole cooling silo of a hot work in progress.

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

Figure 11 and Figure 12 is facing and upper TV structure schematic diagram of the ground borehole cooling silo of a band heat-pipe radiating apparatus respectively.

Figure 13 be Figure 12 the damp proof structure wall in underground on the amplification feature of heat pipe duct and heat pipe section.

Figure 14 is the composite construction schematic diagram of an air flow passage.

Figure 15 be a tubular sheet heat exchanger by face structural representation.

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

Figure 19 is that the upper following linkage interface of two horizontal circles is engaged state that is complete and that be engaged when side plate becomes at a right angle with horizontal circle main body.

Figure 20 is a site work schematic diagram at the horizontal ring type lining container of tubular warehouse internal production.

Figure 21 and Figure 22 is the ground borehole cooling silo daytime of a generating integrated heat dissipation device and the status architecture schematic diagram at night respectively.

Figure 23 is a underground damp proof structure built on-site special equipment silo machine control system block diagram.

The 1. damp proof structure in underground in figure; 2. revetment interface; 3. linkage interface; 4,5. wall panel; 6. top; 7. waterproof heat-insulating layer; 8. vacuum pipe; 9. vacuum pump; 10. stria; 11. enclosure spaces; 12. negative-pressure pipelines; 13. negative pressure sources; 14. clean water tanks; 15. outer collecting-tanks; 16. salt solution suction tubes; Collecting-tank in 17.; 18. infiltration suction tubes; 19. traverse rods; 20. moving sets; 21. laser soldering devices; 22. ohm-type grooves; 23. resilient band; 24. band steel-core plastic pile crowns; 25. plastic welding guns; 26. involve thing; 27. cementing agent syringes; 28. flush type expansion nut arrays; 29. floor functional layers;

31. rail; 32. tower cranes; 33. truss; 34. rigidity refute junctor; 35. digital control hoist engines; 36. tubular warehouses; 37. steel core racks; 38. reinforcing bars; At the bottom of 39. tubular storehouses; 40. formwork for placing; 41. ground borehole cooling silos; 42. cut the earth rotates cutlery assembly; 43. the concrete pump sets; 44. spoir lifting appliances; 45. spoir conveyer belts; 46. removable rooms; 47. photovoltaic battery panels; 48. one-dimensional movement vice mechanisms; 49. strain transducers; 50. outer rings rotate cutlery; 51. struts; 52. ring-shaped guide rails; 53. fixed heads; 54. portable plates; 55. screw mandrels; 56. upper end frames; 57. centre circles rotate cutlery; 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; 66. inner heat-pipe radiating apparatus; 67. blind pipes; 68. lining containers; 69. mezzanine spaces; 70. negative-pressure pipelines; 71. mezzanine space negative pressure sources; The 72. damp proof structure negative pressure sources in tubular underground; 73. vacuum pipes; 74. oddments; 75. air flow tube channel; 76. cold junctions; 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 pushing devices; 85. turning brackets;

90. horizontal circles; 91. bending caulking grooves; 92. bending short slabs; 93. rollers; 94. soft iron plates; 95. magnet pieces; 96. built-in screw linkage interfaces; 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 conveying devices;

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

Detailed description of the invention

Fig. 1 provides first embodiment of the invention.

In Fig. 1, build the damp proof structure 1 in underground, revetment interface 2 is set in structure 1 interior surface and comprises steel plate linkage interface 3 and stainless steel wall panel 4; When linkage interface 3 is consecutive hours, wall panel 4 respectively with being tightly connected of weld interface 3 continuous welding realization and weld interface 3, leave gap between two pieces of adjacent upper and lower stainless steel wall panels 4,5.When weld interface 3 is discontinuous, wall panel 4 or 5 and linkage interface 3 be welded to connect comprise spot welding be connected play fixation make again adjacent two pieces of stainless steel wall panels 4,5 splice connection comprise be welded to connect, bonding connection and undercut connect.In the present embodiment, concrete structures 1 is tubular silo, because top 6 arranged outside waterproof heat-insulating layer 7, and tubular silo inside connects vacuum pump 9 with vacuum pipe 8 and vacuumizes, and therefore top 6 inner surface does not establish revetment interface.Can guarantee that tubular silo is inner without ponding and sufficiently dry under normal circumstances.

Mutually through stria 10 is set structure 1 interior surface is uniform.Stria 10 can guarantee that the surface of wall of the damp proof structure in underground 1 and the mezzanine space formed between interior surface and wall panel 4,5 and enclosure space 11 air-flow are unobstructed.Negative pressure source 13 is communicated with and enclosure space 11 pairs of enclosure spaces vacuumize with negative-pressure pipeline 12.A clean water tank 14 is set above the outer ledge of the damp proof structure 1 in underground, for providing clear water to concrete structures 1 wall outer side, and place arranges an outer collecting-tank 15 bottom the external surface of the damp proof structure in underground 1, the ponding that outer collecting-tank 15 aspirates outer collecting-tank 15 is stretched into salt solution suction tube 16, form a long-acting clear water field of flow from top to bottom to isolate the possible saline and alkaline negative effect to described structure with this external surface at structure, comprise and soil underground water salt reduction is guaranteed that the reinforcing bar of structure 1 is long-term not by salt corrosion.If the salt of soil or underground water and reinforcing bar generation chemical reaction can make the volume of reinforcing bar increase and spalling concrete.The inside bottom of damp proof structure 1 in underground, arranges an interior collecting-tank 17, stretches into infiltration suction tube 18 ponding that interior collecting-tank 17 aspirates interior collecting-tank 17.

Fig. 2 provides second embodiment of the invention.

In Fig. 2, revetment interface is set in structure interior surface and comprises steel plate linkage interface 3 and upper and lower stainless steel wall panel 4,5.Linkage interface 3 adopts the corrosion resistant plate of 1 millimeters thick 30 mm wide, and when making concrete reinforcement core net, linkage interface 3 and concreting mould are threaded connection, and unloading described screw thread can be separated with concreting mould.The linkage interface 3 obtained like this is smoothly full.First put in place to linkage interface 3 place with hoist engine lifting stainless steel wall panel 5 below, and lift a traverse rod 19 with hoist engine simultaneously and put in place.Traverse rod 19 connects a laser soldering device 21 with moving sets 20 above.Laser soldering device 21 side weld edge fit moves along traverse rod 19.Laser soldering device comprises laser welding system and is positioned at the forward and backward pinch roller before and after solder joint.Forward and backward pinch roller makes stainless steel wall panel to be welded and linkage interface fit to be in suitable to weld operating mode.That layer of stainless steel wall panel above directly can fuse with that layer of stainless steel wall panel below and keep the level and smooth of that layer of stainless steel wall panel surface above by laser weld.Upper strata stainless steel wall panel can also melt and be connected with stainless steel wall panel below with built-up welding form and guarantee being tightly connected of upper and lower two-layer corrosion resistant plate by laser weld.The splicing stainless steel wall panel that welding is formed forms an enclosure space together with structure interior surface.

Fig. 3 provides third embodiment of the invention.

In Fig. 3, revetment interface is set in structure 1 interior surface and comprises the linkage interface 3 and plastic sheeting wall panel 5 of being with ohm-type groove 22.First put in place to ohm-type groove 22 place with hoist engine lifting plastic sheeting wall panel 5, then plastic sheeting wall panel 5 pushes away and imbeds in ohm-type groove 22 by craft resilient band 23.Resilient band 23 is that a band is had an appointment the tube of 60 degree of Space Angle breach.Resilient band 23 can be out of shape under external force and slightly flattens; Resilient band 23 can resile and tightly overlay plastic sheeting wall panel 5 in ohm-type groove 22 inwall after external force removes.Plastic sheeting wall panel 5 and structure interior surface form an enclosure space.In figure, the gap between ohm-type groove 22 and resilient band 23 is large, is conveniently understand.Actual is resilient band 23, between plastic sheeting wall panel 5 and ohm-type groove 22, precision is fitted and connected.Resilient band 23 can also adopt a solid rubber bar.

Fig. 4 provides four embodiment of the invention.

In Fig. 4, revetment interface is set in structure interior surface, comprises the linkage interface 3 of band steel-core plastic pile crown 24 and the plastic plate wall panel 4,5 of band mating holes.The plastics pile crown that steel-core plastic pile crown 24 comprises middle steel core and is connected with steel core.Steel core can be gained in strength; Plastics pile crown is then the linkage interface welded with plastic plate wall panel 5.First put in place with the plastic plate wall panel 5 of hoist engine hanging belt mating holes and the mating holes on it is coordinated with the steel-core plastic pile crown 24 on linkage interface 3.With plastic welding gun 25 plastic plate wall panel 5 to be welded to connect at mating holes place again and by crator equating.Put in place with hoist engine lifting plastic plate wall panel 4 and make it dock with plastic plate wall panel 5 again, then with plastic welding gun 25, two plastic plate wall panel 4,5 seal weldings being connected as one.Plastic plate wall panel 4 and 5 and structure interior surface form an enclosure space.

Fig. 5 provides fifth embodiment of the invention.

In Fig. 5, revetment interface is set in structure interior surface, comprises linkage interface 3 and the plastic sheeting wall panel 4 of band bonding interface.The material of linkage interface 3 comprises heat and wards off aluminium steel plate, wards off aluminium lamination through anodized as bonding interface.Be connected with the reinforcing bar core net of concrete wall by involving thing 26 inside linkage interface 3.Involve thing 26 and comprise steel wire.First put in place with hoist engine lifting plastic sheeting wall panel 5, then plastic sheeting wall panel 5 is pierced through injection cementing agent bonding connection plastic sheeting and linkage interface with the needle point of cementing agent syringe 27 at linkage interface 3 place.For the plastic sheeting of UV clear, UV-cured adhesive can be adopted; Also other quick-acting binders can be adopted.Also cementing agent can be adopted between plastic sheeting wall panel 4 to connect.Plastic sheeting wall panel 4 and structure interior surface form an enclosure space.

Fig. 2,3, in 4 and 5 embodiments, for the body of wall being inconvenient to use the existing buildings involving thing, can adopt based on flush type expansion nut array and connect various linkage interface.Now, flush type expansion nut array plays the effect involving thing.

Fig. 6 provides sixth embodiment of the invention.

In Fig. 6, revetment interface is set in structure interior surface and comprises steel plate linkage interface and stainless steel wall panel.Linkage interface adopts the corrosion resistant plate of 1 millimeters thick 30 mm wide.First flush type expansion nut array 28 is set in structure interior surface.Flush type expansion nut array 28 lays linkage interface and is screwed.Again stainless steel wall panel is arranged and put in place, with laser soldering device by adjacent two pieces of corrosion resistant plate wall panels and linkage interface seal welding, make stainless steel wall panel and structure interior surface form an enclosure space 11.The negative-pressure pipeline 12 be communicated with negative pressure source with one is communicated with enclosure space and vacuumizes enclosure space.Earth retaining wall plate arranges floor functional layer 29.

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

In Fig. 7 and 8, through the scene of reconnoitring, lay two groups of parallel rail 31, rail 31 is installed tower crane group, tower crane group comprises between four tower cranes, 32, four tower cranes 32 and linking into an integrated entity with truss 33.Rigidity is refuted junctor 34 height put and be connected with tower crane 32, refute several digital control hoist engines 35 uniform on the downside of junctor 34 in rigidity, the lower end of digital control hoist engine 35 connects tubular warehouse 36 steel core rack 37 part reinforcing bar 38; Make the steel core rack 37 that steel core rack 37 comprises at the bottom of tubular storehouse 39.The formwork for placing 40 of tubular warehouse 36 also adopts the hoist engine traction of being affiliated to and refuting junctor 34 in rigidity.

Construction one is needed to arrange ground borehole cooling silo 41 along rail 31.Can take to build multiple ground borehole cooling silo 41 one by one by a tower crane group, also can build a ground borehole cooling silo 41 separately by multiple tower crane group simultaneously.Also can suitably merge between tower crane group.

Before building at the bottom of tubular storehouse 39, first excavate out the embedding space that rotates cutlery assembly 42 embedding shoveling rotates cutlery assembly 42 of cutting the earth, then to build at the bottom of tubular storehouse 39 and nethermost tubular warehouse 36 carry out maintenance with the concrete pump set 43 pumping of concrete.The Installation and Debugging of chain-bucket spoir lifting appliance 44 and spoir conveyer belt 45 are launched between curing time.Treat that at the bottom of tubular storehouse, 39 maintenances terminate, continue up with based on reinforcing bar 38 to make the steel core rack 37 of tubular warehouse 36, remove the formwork for placing of at the bottom of tubular storehouse 39.

When adopting whole piece reinforcing bar 38, reinforcing bar 38 is all more than ground at the beginning, and the installation position that rigidity refutes junctor 34 sets high, and the operation height of spoir lifting appliance 44 grade is also high.Later along with the sinking of tubular warehouse 36, rigidity of can also loweing refutes junctor 34, to reduce the operation height of spoir lifting appliance 44 grade.Therefore, rigidity is refuted junctor hoist engine structure also can be adopted to be connected with tower crane 32.

In order to guarantee the correct construction of tubular warehouse 36 under various complex random systems and underground hydrological condition, load sensor is arranged to each digital control hoist engine, and make load sensor be connected each via the main control computer signal of interface circuit with ground borehole cooling silo special equipment excavator control system with digital control hoist engine drive motors, the state of each digital control hoist engine is changed according to the state change of main control computer.And gather the analysis of related data for underground water level attribute.

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

Rail and tower crane are through sufficient industry real example, and uniformity, reliability and technical data stabilize to designer and be familiar with trusting; The operation interface of rail and tower crane and job specfication are familiar with for Field Force; Adopt the good integrity of facility after truss, installation accuracy easily reach higher standard, little and controlled to the negative effect of the scope of operation; Rail and tower crane parts be supplied with guarantee.

The ground borehole cooling structure of embodiment seven are circular, but the damp proof structure in underground of the present invention are not limited to the structure that cross section is circle.

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

In Fig. 9 and 10, cut out some soil below 39 in advance at the bottom of tubular storehouse, outer ring rotates cutlery 50 and is entered installation site.Mounting stay 51 and ring-shaped guide rail 52 on 39 installation interfaces arranged in advance at the bottom of tubular storehouse are also installed outer ring and are rotated cutlery 50, comprise and rotate cutlery screw mandrel governor motion with an outer ring of fixed head 53, portable plate 54 and screw mandrel 55 composition, outer ring is rotated cutlery screw mandrel governor motion and is connected with ring-shaped guide rail 52 by a revolute pair mechanism.The outer ring be installed on portable plate 54 can be regulated to rotate the range of movement of cutlery 50 by the relative position of adjustment fixing plate 53 and portable plate 54.39 installation interfaces arranged in advance at the bottom of tubular storehouse install terminal frame 56 and centre circle is installed and rotate cutlery 57 and central rotation cutlery 58.

Each circle rotates cutlery 50,57 and 58 and forms rotation cutlery assembly.Start each circle and rotate cutlery 50,57 and 58 shoveling.Outer ring rotates cutlery 50 edge ring-shaped guide rail 52 and rotates limit cutting soil, below tubular warehouse 36, retain some soil due to needs and support tubular warehouse 36 in order to avoid its decline is too fast out of control, remain with one section of soil 50 contacted with 39 flange 59 at the bottom of tubular storehouse in the below of tubular warehouse 36.Because be subject to the weight of tubular warehouse 36, the tubular soil 60 near flange 59 can crushedly turn over and be rotated the axial line place of cutlery 50,57 and 58 rotation direction tubular warehouse 36 by each circle.Because the attribute of soil is different, need to regulate the wall thickness of soil 50 to obtain the support force to 39 flange 59 at the bottom of tubular storehouse of needs.This task rotates cutlery screw mandrel governor motion by outer ring and realizes.

To cut the earth a segment distance, start each digital control hoist engine 35 and make the controlled decline set depth of tubular warehouse 36, then the formwork for placing 61 of tubular warehouse 36 is moved up and continues the height that concreting increases tubular warehouse 36.The concrete strength of by the time newly building is enough, just again starts each circle rotation cutlery 50,57 and 58 and cuts the earth and tubular warehouse 36 is moved down and put in place.The soil dug out is removed by spoir lifting appliance and spoir conveyer belt.

Tubular warehouse is built complete, removes ring-shaped guide rail 52, strut 51 and upper end frame 56, then adds the blank space inside 39 flange 59 at the bottom of tubular storehouse and put reinforcing bar and concrete and to form at the bottom of complete tubular storehouse 39.Again according to designing requirement, make inner steel lining container or build tubular storehouse shoulder.

Uniform outside tubular warehouse 36 several one-dimensional movement vice mechanisms 48 can also be set; Moving sets mechanism 48 comprises draw runner and chute; Draw runner is connected or integral production with tubular warehouse 36; Chute is connected and the axis parallel of its axial line and tubular warehouse 36 with basis.When each circle rotates cutlery 50,57 and 58 cutting, the torque reaction around tubular warehouse axial line of generation is because direction of rotation is cancelled out each other mutually on the contrary.If each circle rotate cutlery 50,57 non-vanishing with the 58 torque reaction sums around tubular warehouse axial line produced and larger time can drive when to rotate together with tubular warehouse 36 or to make tubular warehouse 36 have the trend of rotation.Due to the constraint of one-dimensional movement vice mechanism 48, ensure that tubular warehouse 36 can not rotate.

Rotate to understand each circle the torque reaction state around tubular warehouse axial line produced when cutlery 50,57 and 58 cuts, uniform on strut 51 and upper end frame 56 several strain transducers 49 are set.And make strain transducer 49, each circle rotate cutlery 50,57 with 58 drive motors be connected with the main control computer signal of control system each via interface circuit.When each circle rotate the torque reaction around tubular warehouse axial line produced when cutlery 50,57 and 58 cuts for clockwise/counterclockwise and when being greater than setting value, reduce to produce clockwise/counterclockwise around the rotation cutlery input power of the torque reaction of tubular warehouse axial line, realize each circle and rotate cutlery 50,57 and 58 and produce balance around the torque reaction of tubular warehouse axial line.

In order to avoid the phenomenon that thus gravity deficiency of tubular warehouse 36 can not glide rapidly with the frictional force overcoming itself and soil, several supporting pieces 79 are set at the inner wall even distribution of tubular warehouse 36.Uniform load weight comprises whole bag in each supporting piece 79 spoir can help tubular warehouse 36 and sink fast when needing.

Figure 11 to 13 provides ninth embodiment of the invention jointly.

In Figure 11 to 13, ground borehole cooling silo 41 to be embedded under earth's surface in soil 60.Conduct heat with the tubulose duct 63 on ground borehole cooling silo 41 wall and be connected in the hot junction 62 of heat pipe 61.Heat pipe 61 is a kind of aluminium extruded sections heat pipe, and working medium adopts refrigerator and air conditioner cold-producing medium.Heat pipe 61 tube wall is with involute shape wing plate 64.Involute shape wing plate 64 was both fully fitted with tubulose duct 63, facilitated again heat pipe 61 to install and took out.When installing and take out heat pipe 61, while be rotated counterclockwise heat pipe namely the axial line of edge heat pipe 61 easily can move heat pipe 61.In order to the heat transfer slowing down surrounding soil 60 increases the temperature of ground borehole cooling silo 41, there are also installed peripheral heat-pipe radiating apparatus 65 in the periphery of ground borehole cooling silo 41; And in ground borehole cooling silo 41, be also provided with inner heat-pipe radiating apparatus 66.Inner heat-pipe radiating apparatus 66 inserts in a blind pipe 67, and blind pipe 67 embeds tubular warehouse 36 from the top of tubular warehouse 36 and is tightly connected with tubular warehouse 36.Blind pipe 67 also embeds lining container 68 from the top of lining container 68 and is tightly connected with lining container 68.When needing, blind pipe 67 can be reinforced with support member.

Borehole cooling silo 41 inside, ground is provided with lining container 68, is provided with negative-pressure pipeline 70 at ground borehole cooling silo 41 with the mezzanine space 69 between lining container 68 and is communicated with mezzanine space negative pressure source 71.Vacuum pipe 73 is provided with for vacuumizing formation negative pressure between the damp proof structure negative pressure source 72 of ground borehole cooling silo 41 and tubular underground.Some air flow tube channel 75 are inserted in the middle of oddment 74.Hollow steam flow tube channel 75 length range is 50% to 98% of ground borehole cooling silo 41 height; Roughly vertically settle; Top exceeds oddment 74 upper surface.By air flow tube channel 75, the moisture in oddment 73 is reached rapidly borehole cooling silo 41 top, ground and is absorbed by the damp proof structure negative pressure source 72 in tubular underground.The cold junction 76 of heat pipe 61 elevates above the soil and fully to contact with air.

Conveniently heat pipe 61 keeps in repair, and makes tubular warehouse 36 extend upwardly to ground.Heat pipe 61 is so also protected not contact with soil.The storehouse of ground borehole cooling silo 41 shoulder 77 above and periphery heat insulation and water resistance layer 78 is set to stop that the heat energy on ground enters the temperature of ground borehole cooling silo 41 and rainwater with carrying heat energy increase borehole cooling silo 41 surrounding soil.Stop that the heat energy on ground can make the oddment temperature being positioned at surface reduce by 3 DEG C summer; Stopped that the heat energy that carries of rainwater enters the rainwater 400 cubic metres of underground every year in average temperature 19 DEG C, soil target temperature 3 DEG C and 300 square metres of scopes, the heat energy about stopped every year reaches 6,400,000 kilocalories.

Figure 14 provides tenth embodiment of the invention.

In Figure 14, one section of air flow tube channel 75, its surface is not with ventilation by the micropore of oddment, and micropore is as shown in oblique line array.Pore widths is 0.4 to 2 millimeter; Length 2 to 30 millimeters; Concrete size can be selected according to the granular size of oddment.The height dimension scope of air flow tube channel 75 is the damp proof structure height 50% to 100% in underground; Caliber gets 20 to 100 millimeters.Air flow tube channel 75 adopts during spring-like fashion and reinforcing rib can be adopted to gain in strength; Reinforcing rib can be positioned on the axial line of the surface of revolution that described bourdon tube envelope is formed.Air flow tube channel also can manufacture with the blind pipe Integral design going deep into lining container and using blind pipe as reinforcing rib.

After the completion of tubular warehouse part, first can manufacture at the bottom of tubular storehouse or first manufacture tubular storehouse shoulder; When storehouse substratum is enough stable and underground water converges slower, can directly once or gradation lay at the bottom of tubular storehouse; Formwork for placing can be adopted to be layed at the bottom of storehouse when storehouse substratum is unstable or underground water converges too fast; In order to reclaim formwork for placing, first time the aperture at the bottom of tubular storehouse can be decreased to original about 0.6 times; And then about reduced bore to 2 meter; When needing, some fabrication holes can be set at the bottom of tubular storehouse for drawing water or pouring water to keep ground pressure outside at the bottom of storehouse, finally block fabrication hole again; Also can make prefabricated component at the bottom of tubular storehouse then to hang and assemble down to field conduct.

Corrosion resistant plate lining container hanging device adopts vertical bar splicing or horizontal circle splicing to be divided into two kinds according to lining container; The vertical bar of vertical bar splicing comprises steel plate or the corrosion resistant plate of the U-shaped elastic pipeline of band and indent conduit; The horizontal circle of horizontal circle splicing comprises the steel plate or the corrosion resistant plate that connect lopping through automatic argon arc welder; Vertical bar splicing can adopt Handheld laser welder, and Handheld laser welder is light and handy, the good surperficial nondiscolouring of welding quality does not analyse chromium and weld size is unrestricted, but during stitch welding, the thickness of steel plate can not be too thin.For this reason, can also design two plate side by side end face melt soldered connecing.

Figure 15 and 16 provides eleventh embodiment of the invention.

In Figure 15 and 16, the wing plate 81 that tubular sheet heat exchanger vertical bar 80 comprises band caulking groove and the U-tube 82 embedded in wing plate 81 caulking groove.The edge of adjacent two panels tubular sheet heat exchanger vertical bar 80 is stacked, and implements welding and makes it to be tightly connected, repeat that multiple vertical bar 80 is pasted tubular warehouse and be welded to connect with Handheld laser welder, until make the warehouse of a complete lining container.The tubular sheet heat exchanger vertical bar 80 of each band U-tube 82 can be an independently exchange piece.

The use of caulking groove or conduit comprises less diameter can be kept when mounted conveniently to enter tubular warehouse; When storing object, can utilize the gravity of oddment that the diameter of lining container is increased a little and fitting with tubular warehouse and realize low thermal resistance and be connected.Conduit also has the effect and the absorption lining container change in size problem brought different from tubular warehouse coefficient of thermal expansion that absorb diametrical dimension error.In addition, if need the scale error and the change that absorb vertical direction, can by making concentric corrugated surface to realize at the top of lining container.But also it doesn't matter in fact, not consider this part.

Lining container itself also can by the elastic u-shaped pipe heat exchange embedded.The gas channel of conduit also clip retention sheaf space, makes the effect of negative pressure source can be deep into each several part of mezzanine space.

Steel plate or corrosion resistant plate vertical bar 80 length of a U-shaped elastic pipeline of band and indent conduit can reach more than 10 meters, need to be held up to be connected with hoist engine and then to send in tubular warehouse with special facilities to put in place.

Figure 17 provides twelveth embodiment of the invention.

In Figure 17, removable hydraulic pressure vertical bar erecting mechanism comprises several wheels, fuselage 83, hydraulic pushing device 84 and turning bracket 85.Its operating principle: vertical bar to be loaded and transported to be placed on fuselage 81 that hydraulic pressure vertical bar erecting mechanism is horizontal and fixing.After transporting scene to, with hydraulic pushing device 84, turning bracket 85 upset is in vertical state such as dotted line and shows; Then after caring for vertical bar with hoist engine, unclamp fastening, hydraulic pressure vertical bar erecting mechanism is withdrawn from.Complete the shipment of a vertical bar and hold up.

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 bending short slab 92 docking enforcement occlusion mutually on the linkage interface of upper and lower two horizontal circles 90.By the digital control hoist engine that declines gradually, the upper linkage interface bending caulking groove 91 of horizontal circle 90 above moved down and lower linkage interface bending short slab 92 is stretched in upper linkage interface bending caulking groove 91 as shown in the dotted line of side, then relying on the rivet holder power of tubular warehouse 36 below to carry out compacting and up time needle plate goes to level to embedding the upper and lower linkage interface 91,92 that connects with undercut utensil.And then with the roller 93 of seam welder, resistance welding is implemented to described undercut.Employing undercut utensil squeeze board can also be turned and complete with resistance welder one step.Described welding also can change laser weld into.Relevant undercut utensil, resistance welder and laser welding apparatus can order acquisition.The bonding strength between each parts of tubular warehouse 36 is added by welding machine.

Magnetic interface soft iron plate 94 is provided with on the surface of tubular warehouse 36; Be connected with soft iron plate 94 magnetic at horizontal circle 90 inner surface magnet piece 95.The suction of each magnet piece 95 can reach 6 kilograms.With suitable density be evenly arranged magnet piece 95 can guarantee horizontal circle 90 in other words lining container be in ideal position.Employing the corrosion resistant plate of magnetic can manufacture horizontal circle 90 and can also avoid reducing the phenomenon that magnet piece 95 drops.

In Figure 18 and 19, be also provided with built-in screw linkage interface 96 on the surface of tubular warehouse 36.Built-in screw linkage interface 96 comprises the internal thread deep hole of a port band concave point.Assembly opaque lining container, use first magnet slide over roughly the area of the screw connection interface, leaned out after the screw connection interface would be formed in the lining surface of the container with a rubber hammer hammer concave point positioning, aimed at hammer pits diamond into the self-tapping screw lining container components including horizontal circle 60 can be realized with cylindrical capsule 6 screw connection.A large washer can also be set at tapping screw and lining container 68 contact site and be unlikely expansion to protect the boring of lining container 68, the material that is bonded and sealed can also be established to guarantee the closure of lining container at tapping screw and lining container 68 contact site Tu.

Undercut design between Figure 18 and the horizontal circle 90 of 19 embodiments can realize the largest diameter of lining container.

Figure 18 and 19 embodiments also can be used for the occlusion of two vertical bars.But for vertical bar, directly can also process two linkage interface undercut shapes as Figure 19, directly weld after assembling at the scene.

Figure 20 provides fourteenth embodiment of the invention.

In Figure 20, the tubular warehouse 36 of ground borehole cooling silo 41 has been built successfully.Utilize tower crane group tower crane 32 that rail 31 described in embodiment 1 is installed and refute with rigidity several uniform digital control hoist engines 35 that junctor 34 is connected and lift the parts transporting lining container 68 and comprise 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 blanking is cut in workshop, at the scene with automatic argon arc welder joint forming and with folding brake fold base plate and top board be connected flange and the straight plate of flanging makes the undercut linkage interface with horizontal circle 90 again, horizontal circle 90 also will process undercut linkage interface.As long as the straight plate length of flanging 90 to 200 millimeters of scopes facilitate subsequent job.The content of undercut linkage interface is with reference to embodiment above.Horizontal circle 90 adopts the carrying magnetic stainless steel roll bending of width 1.5 meters, thickness 0.25 to make.

First be connected disposal ditches 97 bottom tubular warehouse 36 with water pump, for the draining that may need with water pipe.And the longitudinal channels 98 on tubular warehouse 36 wall is embedded in heat exchange pipeline.

Lift base plate with digital control hoist engine 35 to put in place, lift horizontal circle 90 and make it to dock with parts below; The rivet holder power of tubular warehouse 36 is below relied on to carry out compacting and up time needle plate goes to level to embedding two linkage interfaces that connect with undercut utensil again.And then with seam welder, resistance welding is implemented to described undercut.This part content reference embodiment above.Continue the horizontal circle of superposition successively until all horizontal lap weldings connect complete, then connect the top board of lining container until complete; And then build installation steel concrete tubular storehouse shoulder to completion.

Adopt horizontal circle connect manufacture lining container, same stainless-steel roll plate welding seams quantity only have vertical bar to connect 1/3rd; The consistency of thickness of horizontal circle 90 each several part.But the vertical channel connecting heat exchange pipeline not easily processed by horizontal circle 90, therefore makes longitudinal channels on concrete tubular warehouse 36 wall.

Adopt digital control hoist engine to lift horizontal circle etc., can go smoothly during assembling and answer pericardium to draw together the overshoot of stainless sheet steel lining container can be avoided to collide; Once can also transport and put in place.

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

In Figure 21 and 22, the generating integrated heat dissipation device 103 that several fronts are photovoltaic battery panel 101, backboard is flat radiator 102 is set, is connected with basis by a revolute pair; Photovoltaic battery panel 101 is connected with power transmission cable; Flat radiator 102 is connected with circulation pump and tubular sheet heat exchanger 104 water route be arranged at inside and outside ground borehole cooling concrete structures by pipeline.Containing freeze proof heating agent in described water route.Generating integrated heat dissipation device 103 has two states: photovoltaic battery panel 101 on daytime generating state upwards and flat radiator 102 at night radiating state upwards.Flat radiator can adopt existing tube plate structure to comprise elastic pipeline flat-plate solar collector fabrication techniques, requires that the emissivity of rete adopts blackboard paint to make rete high as far as possible comprising.

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

Figure 21 and 22 embodiments are arranged at the linkage interface integrated design manufacture of the tubular sheet heat exchanger 104 in ground borehole cooling silo 41 and oddment conveying device 105, be included on tubular sheet heat exchanger 104 and two chutes are set, and respectively arrange two in the both sides, bottom of oddment conveying device 105 and coordinate with described chute the slide block be slidably connected.Like this, when oddment conveying device 105 enters ground borehole cooling silo 41, the slide block of its bottom coordinates with described chute, and chute just can be made to retrain the state of oddment conveying device 105 and bear its moiety by weight, makes its turnover ground borehole cooling silo 41 become very convenient.

Figure 23 provides sixteenth embodiment of the invention.

In Figure 23, formwork for placing, the concrete pump set, spoir lifting appliance, spoir conveyer belt, be arranged at each strain transducer in strut and upper end frame, adhere on each foil gauge at digital control hoist engine force sensitive position, and outer ring rotates cutlery, centre circle rotates cutlery, the drive motors of central rotation cutlery and digital control hoist engine is each via the interface circuit 120 of oneself, 121, 122 ... 180 are connected with governor circuit 181 signal of underground damp proof structure built on-site special equipment silo machine control system main control computer, and outer ring rotates cutlery, centre circle rotates cutlery, the drive motors of central rotation cutlery and digital control 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 appliance, spoir conveyer belt, and the state that outer ring rotates cutlery, centre circle rotates cutlery, central rotation cutlery and digital control hoist engine changes according to the state change of main control computer.

Claims

1. the damp proof structure in underground dehumanization method: build the damp proof structure in underground and comprise semi-underground damp proof structure, the damp proof structure in concrete underground comprise warehouse, flywheel rotary energy-accumulating facility, garage parking and residential houses;

Further, on the inner top near border of enclosure space, more than one water inlet pipe be communicated with a water source is set and arrange in the bottom on close border, described enclosure space inside more than one with a gutter abandoned water receptacle and be communicated with; Make described enclosure space, water source and abandon water receptacle and comprise described enclosure space, water source under same negative pressure state and abandon water receptacle and to be arranged in same enclosure space and to be communicated with a negative pressure source; Regularly make described water source to described enclosure space water filling and by gutter timely draining, cleaning is implemented to the surface of wall of described enclosure space with water plug and comprise the salinity removed and may accumulate; Or, in underground salinity district higher, more than one drinking-water pipe is set bottom the external surface of described structure and makes the external surface of described structure form a long-acting clear water field of flow from top to bottom to isolate the possible saline and alkaline negative effect to described structure to the water filling of described structure external surface;

2. the damp proof structure in underground of method manufacture according to claim 1, comprise semi-underground damp proof structure, the damp proof structure in concrete underground comprise warehouse, flywheel rotary energy-accumulating facility, garage parking and residential houses; In described structure interior surface, revetment interface is set; Described structure interior surface comprises periphery wall and surface, ground and top surface; Revetment interface is with continuously as well, and its material therefor, shape and area are not limit; Revetment boundary material comprises more than one corrosion resistant plate, plastic plate and plastic sheeting; The revetment interface on ground can be arranged again layer protective layer or functional layer comprise wood floors realize needed for function, it is characterized in that revetment interface and structure interior surface are tightly connected formation more than one enclosure space; Described enclosure space is communicated with negative pressure source separately.

3. the damp proof structure in underground according to claim 2, is characterized in that containing a clean water tank above the outer ledge of the damp proof structure in underground, for providing clear water to concrete structures wall outer side; Or the exterior bottom of damp proof structure contains an outer collecting-tank in underground, stretch into the ponding of the outer collecting-tank of outer collecting-tank suction with salt solution suction tube; Or the inside bottom of damp proof structure contains an interior collecting-tank in underground, stretch into the ponding of collecting-tank in the suction of interior collecting-tank with infiltration suction tube; Or be evenly equipped with mutually through stria in structure interior surface; Or be connected with the reinforcing bar core net of concrete wall by involving thing inside described linkage interface; Or the interior surface of structure contains based on flush type expansion nut array and connects various linkage interface.

4. the damp proof structure in underground according to claim 2, is characterized in that described revetment interface comprises steel plate linkage interface and stainless steel wall panel; Linkage interface is continuously, wall panel respectively with being tightly connected of weld interface continuous welding realization and weld interface, leave gap between two pieces of adjacent stainless steel wall panels; Or linkage interface is discontinuous, wall panel and linkage interface be welded to connect play fixation and adjacent two pieces of stainless steel wall panels splice be connected comprise be welded to connect, bonding connection and undercut connect; Stainless steel wall panel and structure interior surface form an enclosure space; Or

Described revetment interface comprises linkage interface and the plastic sheeting wall panel of band ohm-type groove, to be pushed away by plastic sheeting wall panel imbed in ohm-type groove with resilient band; Plastic sheeting wall panel and structure interior surface form an enclosure space; Or

5. the damp proof structure in underground according to claim 2, is characterized in that described underground damp proof structure body of wall is inner or surperficial or the damp proof structure in described underground are inner or arrange heat exchange interface from the periphery within 5 meters, the damp proof structure in described underground and connect cooling exchange piece with heat exchange interface installation; Cooling exchange piece comprises heat pipe and pipeline heat-exchanger rig, comprises or do not comprise the source pump and blower fan of installing and using directly cooling purposes.

6. the damp proof structure in underground according to claim 2, it is characterized in that the heat pipe duct arranged containing inwall or the outer wall along tubular warehouse, be connected containing heat pipe conducting heat with heat pipe hot junction in heat pipe duct, the cold junction of heat pipe stretches into air and with southern side or north side sunscreen protection plate; The heat pipe arranged at tubular warehouse inwall stretches out tubular warehouse position and contains the seal member with tubular warehouse; Or be evenly equipped with magnetic linkage interface soft iron plate at the inner surface of tubular warehouse; Or damp proof structure inside is provided with air flow tube channel in underground, described air flow tube channel comprise a surface with ventilation but do not settle by the micropore of oddment, roughly vertically, tube that top exceeds oddment plane, described tube comprises straight tube and spring-like coil pipe.

7. the underground damp proof structure built on-site special equipment silo machine that manufactures of method according to claim 1, comprises ground base framework, underground drilling digs standby, tubular warehouse and make facility and control system; The tower crane framework that base frame comprises rail basis and is arranged on rail basis; Tubular warehouse makes facility and comprises the making of steel core rack facility, removable tubular warehouse concrete-pouring template and concrete placing installation; Underground drilling digs and rotates cutlery shoveling facility and spoir conveying facility for comprising some circles, it is characterized in that putting to refute connect rigid body containing a height be connected with tower crane framework, to be evenly equipped with several on the downside of rigid body and to be connected to the digital control hoist engine building tubular warehouse steel core rack to be connected tubular warehouse formwork for placing hoist engine with several refuting to connect; Digital control hoist engine is separately containing load sensor, and load sensor comprises more than one foil gauge adhering on digital control hoist engine force sensitive position; The load sensor of each digital control hoist engine and drive motors to be connected with the main control computer signal of control system by interface circuit and described drive motors as the execution unit of main control computer.

8. the underground damp proof structure built on-site equipment lining container machine of method manufacture according to claim 1, comprise the frock clamp of thin-walled steel plate lining container parts, undercut device, installation for welding and control system, it is characterized in that putting to refute connect rigid body containing a height be connected with tower crane framework, refuting digital control hoist engines of connecing and being evenly equipped with several connection lining container component on the downside of rigid body and to be connected with several hoist engine of lining container undercut or installation for welding; Digital control hoist engine is separately containing load sensor, and load sensor comprises more than one foil gauge adhering on digital control hoist engine force sensitive position; The load sensor of each digital control hoist engine and drive motors to be connected with the main control computer signal of control system by interface circuit and described drive motors as the execution unit of main control computer.

9. the horizontal circle of lining container parts of method manufacture according to claim 1, the great circle circle that one is just put into tubular warehouse is made in the stainless steel roll bending automatic argon arc welder docking comprising width 1 to 2 meter, it is characterized in that described great circle circle each several part consistency of thickness, contain upper and lower linkage interface respectively at two annular end faces of horizontal circle, upper linkage interface contains the bending caulking groove that bending angle scope is 140 ° ± 40 °; It is 35 ° ± 18 ° bending short slabs that lower linkage interface contains bending angle scope; The depth dimensions of described bending caulking groove and the length of bending short slab measure-alike or close.