CN101235791A

CN101235791A - Independent water-floating wind power driving rotating wood tower and its rotation mechanism

Info

Publication number: CN101235791A
Application number: CNA2007100071562A
Authority: CN
Inventors: 胡祥裕
Original assignee: Individual
Current assignee: Individual
Priority date: 2007-02-04
Filing date: 2007-02-04
Publication date: 2008-08-06

Abstract

An entire antique architecture can be independent on one support point, which is characterized in that a wood pagoda and an upper chassis can rotate left and right by utilizing natural wind power, the water between the upper and the lower chasses are adopted to float the upper chassis which is provided with a special prepared bearing, the natural wind power is switched into mechanic power by using a wind power machine, the entire architecture can be independent on one support point, a water pot is added in the internal bottom of the upper chassis and reduces entire gravity height. The float and the bearing are applied to reduce rotary friction and resistance. The wind power rotates the upper chassis and the wood pagoda anchored by wind wheel, worm screw, worm wheel, vertical worm wheel shaft, gear series, friction wheel. A bevel angle support and a pole transom are added at periphery of each layer of main column of the wood pagoda for instable balance due to wind load of the wood pagoda and the upper chassis, offset focalization of human being and rotation and a float box is preset at the periphery of the upper chassis. A prevention bevel angle support is added at the external bottom arc periphery of the lower bottom for the instable balance of entire architecture due to wind load.

Description

Independent water-floating wind power driving rotating wood tower and rotating mechanism thereof

(1) technical field

Patent of the present invention belongs to an integral body timber structural techniques modelled after an antique in conjunction with the steel structure technology, based on physical mechanics, utilizes buoyancy of water, utilizes wind energy to be converted to the multinomial invention of the construction engineering of mechanical energy.

(1) monolithic architecture utilizes the mechanics center of gravity low, keeps center of gravity constant relatively, mechanics principle that can the stable equilibrium, monolithic architecture no wind-force and can be independently during active force other outside on a strong point or support force.

(2) relate to the historic building structure technology.

(3) utilize wind energy to be converted to the transmission and the rotating mechanism thereof of mechanical energy.

(4) utilize fluid, water to float, reduce spin friction power, reduce resistance, reach the stable equilibrium, increase stability.

(5) increase the safety buoyancy case, solve the comprehensive destabilizing factor of top bottom-disc and wood pagoda, preserve the stable equilibrium.

(6) handtailor bearing is used for transmitting the weight of top bottom-disc and wood pagoda, makes center of gravity constant relatively.

(7) oblique angle that increases the low bottom-disc outer arc props up title, increases whole stability.

(2) background technique and the technical problem that will solve thereof, the technological points that the present invention will solve.

(1) monolithic architecture utilizes the constant relatively energy of mechanics center of gravity stable equilibrium, and constant relatively with reference to the center of gravity of toy tumbler, makes its stable equilibrium's mechanics principle.

The present invention is that to utilize the pressure of the gravity pressure of water and building deadweight that center of gravity is remained on around the vertical centre axis balanced, and in the nearest relatively distance, reduce the center of gravity of top bottom-disc, increased whole bottom weight relatively; Handtailor bearing in the middle of the last low bottom-disc of utilization is delivered to 2/5 of top bottom-disc and wood pagoda gross weight on the outer holding power central point of low bottom-disc again, thereby has increased whole stability (Fig. 2 (19) (39) (34)).

The cylindrical water of top bottom-disc carrying wood pagoda (Fig. 2, Fig. 1 (19) (20)) arc at the bottom of that installs on the end of the top bottom-disc arc is irritated (Fig. 2, Fig. 3 (32)) dress water and is used for lowering the center of gravity, increased the weight below the top bottom-disc simultaneously, by the handtailor bearing (Fig. 2 (34) (39)) in the middle of the last low bottom-disc 2/5 of top bottom-disc gross weight is delivered to the outer center of low bottom-disc again and supports on the force, make whole center of gravity reduction and its weight is remained in the nearest relatively scope of vertical centering control axis; Because of being directly delivered to the outer support force of low bottom-disc, the gross weight 2/5 of top bottom-disc and wood pagoda got on again, thereby reduced the water displacement of top bottom-disc, dwindled the horizontal area of low bottom-disc, make the gross weight of top bottom-disc and wood pagoda be reduced to 3/5 weight again and distribute by the end arc water area of low bottom-disc again, dwindled gross weight to the nearest relatively scope of vertical centre axis (Fig. 2 (39) (30)) on the whole.

Whole wood pagoda is carried by the steel structure crossbeam, encloses the edge mouth if weight is directly delivered to the top bottom-disc circumference, is delivered on water and the support force, center through top bottom-disc outer bottom arc again, and this makes, and weight is far away apart from the vertical centre axis, center of gravity is higher relatively.Wood pagoda and top bottom-disc instability, now the overall weight of wood pagoda directly is delivered in the nearest relatively scope of the straight central axis of sag at the bottom of the top bottom-disc by 16 steel structure columns under the steel structure crossbeam (Fig. 2 (36)), simultaneously also reduce center of gravity, increased the stability of top bottom-disc and wood pagoda.

Produce destabilizing factor because of wind load can make top bottom-disc and wood pagoda double swerve again, the water in top bottom-disc on the end arc is irritated can play the transfer center of gravity, makes center of gravity constant relatively, reaches the stable equilibrium.

(2) former wood pagoda is Shanxi Province's Wooden Pagoda at Yingxian County, field study in person, and " Ying County trourelle " book is arranged in addition, write by Mr. Chen Ming, the Cultural Relics Publishing House publishes, September calendar year 2001 second edition the third printing, this wood pagoda is apart from the history of existing more than 950 year of the present, in the course of nearly one thousand years, experienced earthquake, war, trials and hardships such as shell, former wood pagoda is to belong to dead load, its reasonable in design, the local check through course in thousand needs to strengthen, as general cypress a tree, used in making timber for boats, late volume.

The present invention wants the wood pagoda rotation, belong to live load, must design by the mechanics principle of words load, its subject matter be the inertial force of wood pagoda angular velocity when rotated and wind load to wood pagoda bring oblique, outer active force is radially braked the inertial force that is produced suddenly because of accident makes wood pagoda and chassis in the rotation again.

The moment of live load is greater than the moment of dead load, strengthened the intensity bearing capacity of head tree before this, strengthen global stability, around all head trees, increase box type column (Fig. 1, Fig. 3 (1)) upper and lower layers jointing place and increase oblique angle support (Fig. 1 (2)), support to rotation upper and lower layers (building width) oblique angle about circumference, inside groove upper and lower layers oblique angle supports; The inside groove standard width of a room in an old-style house is more greatly one of principal element of monolithic stability, first layer inside groove particularly, its column cap height is 3 times of other each layer, the load capacity maximum, rotation torque maximum, now adopt overlapping intersection oblique angle to support (Fig. 1 (3)), it can carry arbitrarily angled moment of torsion of circumference left rotation and right rotation and oblique pressure, can be with pressure stress from new distribution, thereby disperse to have strengthened global stability, here also to consider for the timber structural techniques art of disalignment state traditional culture not, the relatively large imposing manner of slot space in keeping, the spy is lifted to the strong point more than 3 meters, and the oblique angle supports arch between the special supporting structure of design (Fig. 1 (4)) waist, and it can make oblique at any angle pressure not break away from the strong point.

The top layer original structure is that layer intersects a joinery and its construction, because of the vertical axial left and right sides pivot angle stroke at top is maximum relatively, adds the pivot angle inertial force that the weight of top cover produces and can make the monolateral disengaging of lamination, causes local buckling.

Now structure is worn instead tenon or half tenon; Be that mortise and tenon engage, oblique angle beam intersection point also is that mortise, tenon engage (Fig. 1 (5) (6)), and the moment of torsion that moment that it can produce the pivot angle of vertical axial and circumference left rotation and right rotation produce supports or holds, and do not break away from the structure interface point.Adopt trapezoidal steel plate (Fig. 1, Fig. 3 (7)) in the jointing place of wood pagoda and top bottom-disc, be clipped in the middle of the square column of square column, pass box type column with bolt and pass the steel plate connection, steel plate and steel structure crossbeam are (Fig. 2 (8)) that weld together, it can keep integral body can not produce displacement, hold center of gravity, the inclination of support post and pulling column do not produce the destabilizing factor of monolateral disengaging steel structure relatively again.

Door in four orientation of one deck, building width bracket set on column (Fig. 1 (9)) adopts the column bottom is formed slopely the oblique angle column to both sides, increase the angular velocity inertial force moment of torsion pressure stress of circumference left rotation and right rotation, four inclined-plane building width bracket set on column columns are not oblique, because of not opening the door, increase the oblique angle about can reaching up and down therebetween and support, also can reach relative moment of torsion pressure stress simultaneously.

The vertical axial left and right sides pivot angle stroke that brings because of the wind lotus for each layer connection place (Fig. 1 (10)), the inertial force that produces, make monolateral delamination cause the problem of part or whole unstability, special with joint about each layer: as to increase the horizontal stud structure of stay column up and down at water jacket bracket set on corner box type column, it can make whole wood pagoda be linked to be integral body up and down, has got rid of the destabilizing factor of monolateral delamination.

(3) wind-power electricity generation is to utilize wind energy conversion system mechanism directly to drive generator for electricity generation, wind energy is converted to electric energy, and be to utilize wind energy to pass through wind energy conversion system (Fig. 2 (21)) now, mechanism directly is converted to wind energy the transmission and the rotating mechanism thereof of mechanical energy: (Fig. 2 (11)) are wind wheel blade and wheel hub (Fig. 2 (12)) drive worm screw, worm gear (Fig. 3 (1) (2)) by worm gear vertical shaft (Fig. 2 (13)) by linking mechanism clutch (Fig. 2 (14)) coupling (Fig. 2 (31)) driven gear system (Fig. 2 (15)), again by universal joint friction wheel (Fig. 2 (16) (17))) and the friction disk on chassis be close to (Fig. 2, Fig. 3 (18)) drives top bottom-disc and wood pagoda rotation (Fig. 2 with friction, Fig. 1 (19) (20)).

Now the problem that will solve has unnatural wind speed and wind wheel blade, unnatural wind speed clutch, to wind apparatus, rotating speed, about strong and weak different to rotation, the different wind-engagings in wind energy conversion system orientation, rotating speed difference, the destabilizing factor that unsettled wind direction, wind speed bring.

The axle of the vertical axial of blade is adopted cylindrical screw torsion spring (Fig. 2 (22)) with wheel hub (Fig. 2 (11) (12)) jointing place, the moment of torsion design load of torsion spring is than the big wind scale of rated wind speed, the blade stall along slurry automatically when wind speed surpasses the torsion spring design load, this structure is blade pitch device (feathering).

Another unnatural wind speed device is unnatural wind speed, wind-driven clutch (Fig. 2 (14)) to be installed in the middle of the worm gear vertical shaft adopt and automatically the wind apparatus arc is subjected to aerofoil (Fig. 2 (23)) it can lift automatically by the wind speed of setting, utilize lever principle with clutch separation, the clutch lower end has a cylindroid helicalcoil compression spring (Fig. 2 (24)) of regulating the pressure size regulated mutually by aerofoil with arc.

Semi-automatic wind-force is to wind apparatus, empennage combines with pull bar (Fig. 2 (26)) with hand to wind (Fig. 2 (25)), (Fig. 2, Fig. 3 (25)) second empennage is opened the footpath drawn back below wind energy conversion system bolt (Fig. 2, Fig. 3 (27)) sidelong automatically when wind direction turns to, wind energy conversion system is rotated wind by first empennage wind-engaging, simultaneously with pulling lower link (Fig. 2 (26)) clutch separation, worm-wheel shaft is rotated freely, and wind energy conversion system is to wind.

The rotating speed size is one of principal element that directly influences monolithic stability, rotating speed is fast, inertial force is big, fluctuation is big, torque is big, stability is little, now utilize worm screw to drive worm gear reducer (Fig. 3 (1) (2)) through worm-wheel shaft linkage driven gear, slow down through train of gearings again, increased torque relatively, inertial force reduces, fluctuation reduces, and has increased stability, and the people stands on the wood pagoda imperceptible wood pagoda in rotation.

About be that because of wood structure is different from steel structure, each interface point of reinforced concrete structure is fixed integral body relatively for the wood pagoda structure can reach the step that live load requires to rotation; And each interface point of wood structure twists to circumference about meeting can rotate because of live load the time, the strong point and center of gravity slightly depart from, so must press about the period changing wood pagoda to rotation, cycle will be determined the cycle building up the displacement of measuring the vertical centering control axis in a week, January with detector in the back, and its displacement, center of gravity are reduced relatively.

The orientation of wind energy conversion system, the difference of position (Fig. 3 (3)) make the wind energy conversion system wind-engaging abatement of wind of apparent wind to wind energy conversion system back and wood pagoda back, and rotating speed reduces, and the rotating speed of friction wheel is inconsistent, can bring resistance for the fast friction wheel of rotating speed because of the slow friction wheel of rotating speed.Now friction wheel axle is adopted the roller type directional clutch, also claims free wheel device, consult Fundamentals of Machine Design (teaching material) Science Press, in November, 2004 front page, clutch outer and interior axle can rotate with speed in the same way, this moment, clutch was to close; When the peripheral speed of interior axle during less than the outer ring linear speed, the friction disk that top bottom-disc can be followed in the outer ring rotates together, this moment clutch separation, outer ring and interior axle do not disturb mutually by the rotational speed with oneself separately, make the friction wheel of low speed no longer stop whole high rotating speed friction wheel, change friction wheel and pivot angle (Fig. 2, Fig. 3 (40)) to rotation about the overall gear case can be pressed.

Unsettled wind speed, wind direction can bring unstable rotating speed and fluctuation, whirlwind turns to inverted sometimes suddenly, wind-force is suddenly big or little, bring unstable rotating speed and fluctuation for whole wood pagoda and top bottom-disc, the existing stroke up and down of the friction disk of pulley control top bottom-disc up and down that adopts reduces fluctuation, pulley can be followed the rotating speed size of friction disk and be rotated, pulley (Fig. 2, Fig. 3 (28)) be installed in low bottom-disc friction disk suitable for reading about.

The upper end that also has friction wheel in addition is that close (Fig. 2 (29)) pressurized and is close in control and the friction disk of cylindroid helicalcoil compression spring (Fig. 2 (35)) bearing side, and the control stroke that swings reduces to fluctuate, rock.

(4) utilize the floating spin friction mechanical resistance power that reduces of fluid water, for solving the integral body rotation of top bottom-disc and wood pagoda, it is big to face the big weight of volume, want its steady rotation, the big problem of active force that needs, power only according to wind energy conversion system is limited power, because of in limited integral planar circumferential scope, wind wheel blade can not be increased to the infinity of needed power, here should utilize wind-force, (Fig. 2 (30) floats 3/5 of the gross weight of top bottom-disc and wood pagoda to utilize fluid water again, just reduce metal and the resistance of intermetallic spin friction generation and the abrasion of metal of gross weight 3/5, smoothness increases relatively, has alleviated the active force of wind energy conversion system again, why not gross weight is all floated? for keeping whole center of gravity relatively in minimum vertical centre axis scope, make its center of gravity constant relatively, increase the monolithic stability balance.

(5) increase the safety buoyancy case, suppose to float on the horizontal plane with a bowl, when you are pressed in one side of the rim of a bowl with weight, bowl can be to being tilted and unstability by one side of ballast, suppose to be close to the rim of a bowl in the circumferential outer edge of the rim of a bowl with buoyancy block, when you exert pressure with weight toward one side of the rim of a bowl again, though it is relatively very little also can to tilt.

Comprehensive destabilizing factor brings fluctuation and rocks for top bottom-disc and wood pagoda, and wind load, people's unconscious off normal is concentrated, and when the people just goes on top bottom-disc and the wood pagoda from a bridge, the people of major part causes unstable equilibrium in one side compression weight off normal.

Now utilize top bottom-disc water displacement buoyancy tank in addition to increase safety buoyancy, just prepare holding power, the draining of buoyancy tank catch up with the chassis outer arced surface do not link to each other (Fig. 2 (33)) angle of buoyancy tank is leaned against under the outer rim of top bottom-disc mouth any gusset limit, and buoyancy will exceed about 3% of this height, be increased to top bottom-disc, between the buoyancy tank be continuous also be movable; When having weight, you are pressed in which limit, the buoyancy on which limit will play buoyancy function, it does not only keep original buoyancy height when having pressure, it should be appreciated that: can not float toward having a down dip to raise because of opposite side with respect to the another side that is stressed, (referring to the safety buoyancy case) increased whole stability because be movable between them.

(6) handtailor bearing: for center of gravity drops to minimum as much as possible, and weight is remained in the nearest scope of vertical centre axis as much as possible, the torque of top bottom-disc and wood pagoda rotation is reduced, the overall weight 2/5 of top bottom-disc and wood pagoda to be delivered on the central point of low bottom-disc for this reason, if be placed on low bottom-disc intermediate transfer weight with an entity metal, can make and produce friction between the outer bottom arc center of top bottom-disc and the metal body, such sliding friction abrasion can make top bottom-disc worn out very soon, present problem is should the big compression weight of carrying tool, rotate again, also will reduce diameter as much as possible and reduce resistance arm.

Now adopt sliding friction and rolling friction way of combining, the lower portion of handtailor bearing (Fig. 2 (34)) is the dome bulb, and circular cone inclined-plane, centre are tapered rollers, upper half part is that recessed ball lacks, be the circular cone inclined-plane below the segment, totally three parts combine, and its upright plane is a triangle, top plan view is that circumferential point is uniform, from the angle of mechanics analysis, leg-of-mutton stability is the most steady relatively, and the bearing capacity of the less relatively bulb of resistance arm also is relatively large.

(7) increase whole stability, monolithic architecture can be independently on a support force at low bottom-disc center when no wind load, but because of the monolithic architecture volume big, blowing area is big, and only in a support, as long as being subjected on one side that the external force effect is slightly bigger will disequilibrium and unstability, the existing first step is installed 9 oblique angles and is supported circumference uniform distribution (Fig. 2 (37)) at low bottom-disc (Fig. 2 (39)) 13 meters of excircle decentre axis, the second R arc points of tangency of step outside low bottom-disc is suitable for reading, circumference is divided equally installation 3 strong points (Fig. 2 (38)), arc has certain distance at the bottom of the lower support identity distance, also have certain length of spring compressed row relatively very little, the supporting surface of upper support point also has certain distance apart from last outer R cambered surface, also has the length of spring compressed stroke will be more greatly with respect to lower support point, to reach the stable equilibrium of monolithic architecture, guaranteed whole stability.

(3) description of drawings

Accompanying drawing 1: be embodiment of the invention wood pagoda structure facade framework schematic representation.

Accompanying drawing 2: be embodiment of the invention chassis and steel structure facade framework schematic representation.

Accompanying drawing 1 is only embodiment's overall structure facade framework schematic representation, explanation once more with accompanying drawing 2 (A-A is overlapping).

Accompanying drawing 3: be the whole stagewise cutaway view plan view of the embodiment of the invention.

(4) embodiment:

(1) the wood pagoda structure relates to heritage building bucket arch technology, and it is soluble can calling the carpenter of this respect in China together, train through the very short time.

(2) making of going up low bottom-disc can be adopted casting copper or cast steel, also can adopt welding, and casting effective can embody industrial manufacturing technology, art, construction process; But relatively technical difficulty is big, the manufacture cost height, and the welding relative cost is low, makes simply, but is difficult to embody the level of the art of manufacturing.

(3) various structures, the existing industrial technology of mechanical structure can both be accomplished.

(4) integrated engineering is huge, and professional and technical personnel and expert that also must All aspects of participate in.

Claims

To monolithic architecture can be independent when the no wind load on a strong point and the method for the technological scheme of monnolithic case structure, and for solving mechanics principle and the technological scheme that this method adopted, low and keep constant relatively the mechanics principle that can the stable equilibrium of center of gravity with the center of gravity of toy tumbler.

1. separate organized locality is on monolithic architecture vertical centre axis central point; 2. irritate for lowering the center of gravity and increasing the water that the weight of top bottom-disc bottom adopts; 3. for being delivered to, 2/5 of the overall weight of top bottom-disc and wood pagoda adopts handtailor bearing on the central point of going to the bottom; 4. float on the low bottom-disc water surface for the integral body of top bottom-disc and wood pagoda and will keep balance and stability to adopt top bottom-disc water displacement buoyancy tank in addition; 5. adopt the outer prevention oblique angle supporting structure of low bottom-disc for increasing the monolithic architecture stability.

It is characterized in that 1. independent claims point; 2. utilize the gravity pressure of water to lower the center of gravity and increase the water that the weight of top bottom-disc bottom adopts and irritate, big with reference to the weight in the end orphan of tumbler, and keep center of gravity constant relatively; 3. be 2/5 handtailor bearing that adopts that transmits the overall weight of top bottom-disc and wood pagoda, existing tapered roller bearing can carry radial pressure and axial pressure, but the weight of its carrying is limited; 4. be the 3/5 safety buoyancy case that floats on the low bottom-disc water surface and will keep balance and stability to adopt of the overall weight of top bottom-disc and wood pagoda, resembling bowl floats on the surface, unstability can tilt when you exert pressure on one side of the rim of a bowl, now adopt buoyant cloth beyond the water displacement of bowl around the rim of a bowl and be close to the rim of a bowl, though have and tilt but relatively very little, increased the stable equilibrium; 5. support for increasing the prevention oblique angle that whole stable equilibrium adopts, pull down the tumbler, support so need to increase the prevention oblique angle because of monolithic architecture of the present invention can not resemble.

To monolithic architecture can be independent when the no wind load at a strong point or support the force and monnolithic case structure wind energy is converted to the method for mechanical energy as the technological scheme of power, and for solving mechanics principle and the technological scheme that this method adopted.

1. monolithic architecture is independent to support on the force a strong point or one when no wind load and other external force active force;

2. the water of installing at top bottom-disc inner bottom part center is irritated;

3. the handtailor bearing of installing at center chassis up and down;

4. at top bottom-disc water displacement buoyancy tank in addition;

5. the outer prevention oblique angle supporting structure of low bottom-disc;

6. wind energy is converted to the method for mechanical energy as power.
2. be the method that the mechanics principle that reaches the inertial force that the rotation of live load produces requires the technological scheme that adopted to the structure of whole wood pagoda;

1. for increasing the bearing capacity of whole live load, around all head tree of each layer, increase box type column; 2. support for the moment of torsion oblique angle that the jointing place increases about each layer that solves the whole inertial force that produces when rotated; 3. the whole wood pagoda inside groove standard width of a room in an old-style house is bigger, is one of principal element of monolithic stability, mainly is that first layer load capacity high pulling torque is big, and the column cap height is three times of other each layer, now adopts overlapping intersection oblique angle supporting structure; 4. being that whole interior slot space keeps bigger imposing manner, is the artistic effect for whole traditional culture, has adopted support arch in oblique angle between waist; 5. top layer is that whole pivot angle stroke is maximum relatively, can produce radially because of wind load left and right sides pivot angle, oblique inertial force, make local buckling, now adopt the joinery and its construction of wearing tenon and mortise tenon joint, former wood pagoda is with dead load lamination interleaved structure, can not be suitable for the requirement of live load, the inertial force that the vertical axial left and right sides pivot angle stroke that brings because of wind load for joint about each layer produces can make monolateral delamination, the problem that causes part or whole unstability adopts water jacket bracket set on corner box type column to increase the horizontal bolt of stay column up and down.

It is characterized in that 1. being the increase total bearing capacity, increase box type column on every side at head tree; The inertial force moment of torsion that produces during 2. for the whole rotation of solution supports at the oblique angle of jointing place employing up and down at each layer; 3. the oblique angle supports arch between support of overlapping intersection oblique angle and waist for the stability that increases the first layer inside groove adopts; 4. the inertial force that can produce because of the left and right sides pivot angle stroke that wind load brings for top layer can cause local buckling, adopts the joinery and its construction of wearing tenon, mortise, tenon joint; 5. the inertial force that produces for the vertical axial left and right sides pivot angle stroke that brings because of wind load about each layer can make the problem of monolateral delamination, the horizontal bolt of the stay column of employing.

Can reach the method for the technological scheme that the requirement of the mechanics principle of the inertial force that the rotation of live load produces adopts for the structure of whole wood pagoda.

1. for strengthening whole wood pagoda bearing capacity, the box type column of increase;

2. support at the oblique angle that upper and lower layers increases for increasing integrally rotated moment of torsion pressure stress;

3. the juxtaposition oblique angle of first layer inside groove supports and supports arch;

4. the joinery and its construction of wearing tenon, mortise, tenon joint that top layer adopts;

5. the box type column of the water jacket bracket set on corner horizontal bolt of stay column up and down.
3. be the method that whole wood pagoda and top bottom-disc can steadily rotate the technological scheme of required power and driving mechanism or rotating mechanism, and for solving the technological scheme that this method adopted, wind energy conversion system mechanism.

1. utilize wind energy directly to be converted to mechanical energy, the power that the wind energy conversion system mechanism of design is produced, wind-power electricity generation are to utilize the wind energy wind energy conversion system to drive generator for electricity generation wind energy is converted to electric energy; 2. transmission or the rotating mechanism that designs for power-converting, to wind wind-driven clutch control gear, wind energy conversion system is semi-automatic to wind apparatus automatically for the technological scheme that is adopted, unnatural wind speed, is the inertial force speed reducer that reduces angle speed, worm screw, worm gear, train of gearings; 3. for increasing the monolithic stability balance, control the left and right sides pivot angle stroke of top bottom-disc, pressurized closes in cylindroid helicalcoil compression spring in the side on the friction wheel; 4. for the center of gravity reduction of adjusting the wood pagoda structure need about to rotation, adopt the commutation of overall gear case pivot angle, transposing gear, transposing friction wheel.

It is characterized in that: 1. wind energy conversion system mechanism wind wheel blade, wheel hub, worm screw, worm gear, empennage; 2. be the speed reducer that reduces the inertial force of angular velocity, worm screw, worm-gear tooth train; 3. close pressurized for the friction wheel side of the whole pivot angle stroke of control and reduce the gear-box of the commutation of employing, friction wheel for the center of gravity of adjusting the wood pagoda structure in cylindroid helicalcoil compression spring.

Be the technological scheme of the needed power of the rotation of whole wood pagoda and top bottom-disc and driving mechanism or rotating mechanism, and for solving the method for the technological scheme that this method adopted.

1. wind energy is converted to the wind energy conversion system mechanism of mechanical energy and utilizes wind energy to be converted to the method for power;

2. be the mechanism of power-converting transmission or rotation, automatically to wind wind-driven clutch control gear, wind energy conversion system is semi-automatic to wind apparatus, speed reducer worm screw, worm gear, train of gearings;

3. the whole pivot angle commutation of gear-box, transposing gear, transposing friction wheel.
4. for reducing frictional force and the resistance that the rotation of intermediate support point produces between top bottom-disc and wood pagoda overall weight and the low bottom-disc, and held stationary rotates the method for the technological scheme that is adopted, and, utilize the water displacement of buoyancy of water control top bottom-disc for solving the technological scheme that this method adopted.

For reducing spin friction power, reduce resistance, utilize buoyancy of water that top bottom-disc and wood pagoda are floated 3/5 of gross weight, and keep the distribution that center of gravity is low, dwindle weight, weight to be directly delivered to technological scheme on the central point on the low bottom-disc 2/5.

It is characterized in that: utilize buoyancy of water, top bottom-disc water displacement and top bottom-disc add the method for technological scheme of the ratio of wood pagoda gross weight.

The method of handling a case for the spin friction power of the overall weight that reduces top bottom-disc and wood pagoda and the intermediate support point between the low bottom-disc and technology that resistance is adopted.

Utilize the water displacement of water buoyancy and control top bottom-disc.
5. to the technological scheme that comprehensive destabilizing factor adopted, increase safety buoyancy case or preparation holding power, make top bottom-disc and wood pagoda because of wind load, people's unconscious off normal is concentrated the fluctuation that produces, and rocks to be resolved.

For solving top bottom-disc and wood pagoda because of wind load, people's unconscious off normal is concentrated, the fluctuation of generation, the not steady factor of rocking, the technological scheme of ad hoc meter circumference uniform distribution buoyancy tank.

It is characterized in that: the circumference uniform distribution buoyancy tank, between them be continuous be again movable.

For solving the technological scheme that comprehensive destabilizing factor adopts.

Buoyancy tank beyond the top bottom-disc water displacement, and buoyancy is close to top bottom-disc outer rim suitable for reading.
6. be the whole center of gravity of reduction, and weight is remained in the minimum zone at vertical centering control axis center, increase the stable equilibrium, 2/5 of top bottom-disc and wood pagoda gross weight is delivered on the central point of low bottom-disc the method for the technological scheme that is adopted, handtailor bearing.

For transmit top bottom-disc and wood pagoda gross weight 2/5 to the central point of low bottom-disc, reduce spin friction resistance and abrasion again, the technological scheme handtailor bearing that adopts because of the compression weight generation.

It is characterized in that: handtailor bearing is to be protruding garden bulb by lower half portion, is tapered roller in the middle of the circular cone inclined-plane, and upper half part is that recessed segment is formed.

For transmitting weight, reduce spin friction power, reduce the technological scheme that abrasion is adopted.

Handtailor bearing in last low bottom-disc.
7. for increasing whole stability, monolithic architecture is can be independently on a strong point or on the holding power when no wind load, but can make the technological scheme that problem adopted of whole unstability during because of wind load or other outer active force, the prevention oblique angle of R arc increase supports on outside low bottom-disc outer bottom arc reaches, and outer arc was separated with distance mutually about low bottom-disc was followed in the oblique angle support up and down when no wind load.

Be the relatively stable balance of monolithic architecture, increase the technological scheme that stability adopted and increase the oblique angle support up and down at the outer arc of going to the bottom.

It is characterized in that: the outer oblique angle up and down of R arc supports on the anti-outer arc of low bottom-disc outer arc.

During because of wind load or other outer active force, can make the used technological scheme of problem of whole unstability.

Low bottom-disc outer arc oblique angle up and down supports.