CN1834027A - Water purifier of hanging rotary biochemical reactor, its basement construction system - Google Patents

Water purifier of hanging rotary biochemical reactor, its basement construction system Download PDF

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CN1834027A
CN1834027A CNA2006100725891A CN200610072589A CN1834027A CN 1834027 A CN1834027 A CN 1834027A CN A2006100725891 A CNA2006100725891 A CN A2006100725891A CN 200610072589 A CN200610072589 A CN 200610072589A CN 1834027 A CN1834027 A CN 1834027A
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platform
water body
trunk
water
liangping
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张民良
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

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Abstract

This invention relates to a water purification device which comprises purification components, purification components hanging assembly, water, mud exclusion hanging assembly, technique flow, pipeline system, aeration system, water enclosure system, drilling and pegging foundation building system and control system. The water enclosure system is to separate original water with impermeable walls into water units S1~S6. Water unit S3 and S4 are close circle water units, in which a diving flow-pushing device is set and drives the water flow as well as makes the purification device move. This purification will be dipped into a reactor and installed in a infinitive water region without modulation pool or its transportation pump. The reactor, solid-liquid separator and oxidation channel are combined together so that the running cost is cut down, the construction work is reduced and the investment is lowered. Besides, specific facilities for drilling and pegging foundation building system are adopted so that the construction is greatly accelerated. The water produced can be transported to local areas, which improves the problem that upstream areas treat water while downstream areas benefit and is fit to the characteristics of current economic system in our country.

Description

The purifier of hanging rotary biochemical reactor and basement construction system thereof
Technical field
The present invention relates to a kind of purifier and basement construction system thereof of hanging rotary biochemical reactor, more precisely is that the purifier that water body is provided with is called for short in a certain zone in the shadow area of unlimited water area.
Background technology
The water body fender body of the bio-reactor of prior art generally adopts the pond body of concrete or steel construction, need expend bigger cost and construction time; In the control measures for the treatment of waters, the face of land such as river, lake, reservoir, need outside waters, original face of land, not excavate new water treating pond separately or add new water processing establishment prior art report, for example, disclosed purifying method is special microbe carrier, aeration assembly and water body to be set build assembly in water in Chinese patent 200510007241.X; Disclosed purifying method is the suitable phase of temperature in Chinese patent 0313696.4, cultures aquatic pleuston in water, and seed is preserved in the winter low temperature phase back of gathering, and drop into again the coming year again; This several method all is a kind of batch process method, limited by various objective condition, the for example influence of the influence of temperature and weather, rainfall runoff, advancing sewage routeway can only be in the difficult accurately control of the water quality after a direction or the like factor makes processing, for example differ after the sewage disposal reach surely in the water reuse standard; Water after the processing does not increase in addition and promotes water level equipment and with power the area, downstream is benefited and is difficult to adaptation with the management policy of the society of water resources input and repayment.I have proposed suspension type biochemical reactor movably in the patent application of submitting to simultaneously with present patent application " purifier of movable suspending type biochemical reactor " technical scheme is as solution preferably, though this purifier is very compact, economical, absorbed oxidation ditch water treatment less energy-consumption operation characteristic, but float for when water body purification is carried out in the circulation of big waters, only growing apart from straight line, can not move in the original place in less waters, floor space is bigger during use.
Summary of the invention
The present invention can not move in the original place in less waters for solution equipment, and the technical problem that floor space is bigger provides the purifier and the basement construction system thereof of hanging rotary biochemical reactor in the unlimited water area.
The present invention seeks under the prerequisite that is satisfying less energy-consumption operation and low investment, propose the technical scheme of purifier of the hanging rotary biochemical reactor of the less and high-level efficiency mounting and construction equipment of floor space.
Purifier of the present invention is realized with following technical scheme: this purifier comprises that purification, purification hang the basement construction system and the sequence control system of assembly, suspension grid assembly, water body, spoil disposal suspension assembly, technical process and piping system, aerating system, water body containment system, maintenance and maintenance system, the solid stake of drilling well, and described technical process and piping system comprise the piping system that former water delivery pipeline system, suction pipe road system and water up to standard are discharged; About hanging the grid assembly, hanging and drag for slag assembly, spoil disposal suspension assembly, maintenance and safeguard that the technical scheme of assembly itself describes in detail in separate case.
Purifier is provided with a purification at least, and purification comprises at least one reactor and reactor suspension; The reactor suspension comprises rigid frame and Lian Suo spare A; Rigid frame comprises a pair of branch line hanging beam and framework, and two hanging beams in a pair of branch line hanging beam are parallel to each other, and utilize frame fixation to become rectangular platform; The outside surface of all reactors of each purification is connected with rigid frame by connecting a pair of rope spare A that connects at least; The purification suspension comprises trunk Liangping platform, rotating mechanism and Lian Suo spare B, trunk Liangping platform comprises a pair of trunk hanging beam and framework, two hanging beams in a pair of trunk hanging beam are parallel to each other, and trunk hanging beam and frame fixation become the main body that platform is arranged; The rigid frame of reactor suspension is connected with the trunk Liangping platform of purification suspension by connecting rope spare B; The trunk hanging beam of purification is a buttress bracing struts; At least be connected a pair of rope spare B that connects between trunk Liangping platform and rigid frame, this is separately positioned on the rigid frame left and right sides to connecting rope spare B; An end that connects rope spare B is connected with trunk Liangping platform, the other end is connected with rigid frame, its length direction is parallel with branch line hanging beam length, and it is vertical with the length direction of trunk hanging beam, even at least one pair of selects rigidity to connect rope spare among the rope spare B, it is hinged with fixed ear seat on the platform of trunk Liangping that rigidity connects an end of rope spare, and the other end is hinged with fixed ear seat on rigid frame; Trunk Liangping platform connects truss along its length; Water body containment system option A is included in utilizes core wall to go along with sb. to guard him at least one piece shape water body S1 (also be appreciated that with water body S1 one minute a plurality of) in the waters, can be nahlock, rectangular block, prismatic black or polygon mat or the like, the biochemical reaction zone that when aeration, produces the water body eddy flow that comprises purification biochemical reactor separately among the water body S1, core wall top is stretched out the water surface and is suspended on the platform of trunk Liangping, and the core wall bottom contacts with the basis; Except that the passage that is provided with, core wall cuts off water body S1 and other water body substantially; Reactor is suspended on the bottom among the water body S1 of required processing; Raw water pipeline is advanced in core wall setting at the water body of going along with sb. to guard him; Rotating mechanism comprises supporter and drive system, and trunk Liangping platform utilizes the rotating supporter of rotating mechanism to make a decision on big ground foundation; Drive system adopts the diving impeller, and the diving impeller is suspended on the platform of trunk Liangping by web member; Trunk Liangping platform rotates under the drive system of rotating mechanism, the long axis that connects rope spare B and angle ± 45 of the tangential direction of drive system rotation °, and angle is preferably 0 °.Trunk Liangping platform can be described as horizontal platform and vertical platform according to the length direction of putting position, can connect into bigger whole trunk Liangping platform by orthogonal horizontal platform and vertical platform.
Biochemical reactor in the purification can be a kind of in biochemical membrane reactor of hollow-fiber membrane bioreactor or filler or the activated sludge reactor.
Can adopt the hollow-fibre membrane biochemical reactor, the tubular fender body utilization of this reactor connects rope spare A and is connected with rigid frame.Tubular fender body top at hollow-fibre membrane biochemical reactor and reactor is provided with the biofilm packing layer, proportion is between 1~1.2 during the biofilm packing operation, the biofilm packing layer is fixed on the rigid frame on tubular fender body top by connecting rope spare, produces the water body return flow line of eddy flow when leaving at aeration between biofilm packing layer and the tubular fender body.The hollow-fibre membrane biochemical reactor can be regarded the combination of reactor and solid-liquid separator as, and hollow-fibre membrane biochemical reactor water body S1 of living in promptly is that perpendicular stream biochemical zone also is a solid-liquid displacement zone; Technical process and piping system are that the former water that has just entered water body S1 forms the post fluid at the biofilm packing layer, the post fluid is whole sinking under the effect of system's drainage pressure, sinking center pillar fluid is cleaned aeration with the hollow-fibre membrane of bottom and is contacted the generation disturbance, but the biofilm packing layer has significantly reduced up and down significantly eddy flow, the biochemistry of the organic matter in this aeration coupled columns fluid provides oxygen, it is always higher than top that this post fluidic bottom is subjected to biochemical degree, bottom water body S1 mixes also diluted with the quantitative generation stratiform of surface layer water body of the eddy flow that the tubular fender body comes out, enter tubular fender body bottom reenters tubular fender body center to this stratiform mixture on every side from the tubular fender body, aeration makes the former water of stratiform mixture produce lifting force at tubular fender body center, discharge the former water of gas, begin said process again, so circulate repeatedly and make former water get scavenging process to the end and be sucked the pump sucking-off by film at water body S1.As further possibility, the additional of the water body containment system of hollow-fibre membrane biochemical reactor is also to utilize core wall with water body S1 separated into two parts S1a and S2 on the basis of water body containment system option A, in each part hollow fiber membrane reactor is set, sequence control system makes suction pump aspirate reactor by turns and produces water, this reactor stop pumping water still aeration can increase biochemical time raising effluent characteristics, and the increasing air bump rinse operation film time prevents to pollute.
Can adopt the biochemical membrane reactor of filler, this reactor comprises the biochemical membrane module of at least one filler, tubular fender body and rack, the biochemical membrane module of all fillers is arranged on the interior rack of the tubular fender body that opens wide up and down, the tubular fender body is by surrounding with the vertical wall of sea line, and described rack is fixed on the web member of inwall bottom of tubular fender body; The gas injection tube of aerating system is arranged on the bottom that tubular is gone along with sb. to guard him intravital biochemical membrane module, gas injection tube is by taking over and the aeration pipeline connection that confluxes, the aeration pipeline that confluxes is communicated with the aeration main by pipeline, gas injection tube is fixed on the tubular fender body by connecting rope spare, and this tubular fender body utilization connects rope spare A and is connected with rigid frame.The biochemical film of filler is to utilize outside surface to hang the material of biochemical film.
Can adopt this purifier of activated sludge reactor, this reactor comprises gas injection tube, the gas injection tube utilization connects rope spare A and is fixed on the rigid frame, and gas injection tube is by taking over and the aeration pipeline connection that confluxes, and the aeration pipeline that confluxes is communicated with the aeration main by pipeline.
The water body containment system B of described activated sludge reactor and filler biochemical reactor be on the basis of water body containment system option A with core wall with water body S1 separated into two parts water body S1i and S2ii, at S1i a kind of in biochemical membrane reactor of filler or the activated sludge reactor being set (can also be with this water body S1i separated into two parts, reactor is set respectively therein again, see embodiment for details), solid-liquid separator is set in S1ii, solid-liquid separator is suspended on the platform of trunk Liangping by web member, and solid-liquid separator is inclined tube settler or strains a kind of in the water settling vessel; Technical process and piping system are in the core wall bottom of the water body S1 that goes along with sb. to guard him into raw water pipeline to be set, the inlet of raw water pipeline utilizes water distributor to enter water body S1i bottom after by core wall, former water is at water body S1i mesophytization, core wall top between water body S1i and the S2ii is provided with passage, and the water up to standard of the BOD behind the biochemistry enters water body S2ii; The parts of solid-liquid separator all utilize web member to be suspended on the trunk Liangping platform 42; Solid-liquid separator is to strain water settling vessel or inclined tube settler; Described cross current aspiration of straining the collection water up to standard of water settling vessel; The receipts tank of described inclined tube settler is communicated with aspiration.
The scheme I of the supporter of rotating mechanism comprises turntable, bearing, pedestal and fastening piece; Turntable comprises platform and axostylus axostyle, the axostylus axostyle axis overlaps with the platform vertical center line, the axostylus axostyle upper end is fixed on platform vertical centre bottom, the center of gravity vertical line of trunk Liangping platform overlaps with the platform vertical centre, trunk Liangping platform utilizes fastening piece to be fixedly installed on the platform, the axostylus axostyle lower end is arranged on the pedestal by bearing, and pedestal is fixed on the basis of the earth.
Preferred version as pedestal is to adopt back-off tube pedestal, between the upper end of back-off tube pedestal and the turntable bearing is set; The back-off tube is taken over the inner room that the discharge line valve door is communicated with the back-off tube that fills that is provided with by shell, can control its water line by changing its buoyancy, and back-off tube end opening end inserts in the basis of the earth, and the thrust bearing base is fixed on back-off tube upper surface.Can utilize after this back-off tube setting put in place shell take over will solidifying agent or concrete inject and increase pedestal weight in the back-off tube.
Another scheme II of the supporter of rotating mechanism sets up sleeve type structure spare and connects rope spare C at the turntable of supporter (scheme I), and its platform vertical center line overlaps with sleeve type structure spare longitudinal center line, and sleeve type structure spare is fixed on the platform; Both ends at every side trunk Liangping platform are connected a pair of rope spare C that connects respectively with between the sleeve type structure spare at least; Its long axis is parallel with the length of trunk hanging beam, connects the top that rope spare C one end ties up to sleeve type structure spare, connects the rope spare C the other end and ties up on the platform of trunk Liangping.
The another kind of technical scheme III of the supporter of rotating mechanism is that at least one pair of selects rigidity to connect rope spare in the rope spare C of company of supporter (scheme II), and its length direction is parallel with trunk hanging beam length; This is hinged to an end and the ear seat on the platform of trunk Liangping that rigidity connects rope spare, and it is hinged with fixed ear seat on platform that rigidity connects the other end of rope spare.
The further optimal technical scheme V of the supporter of rotating mechanism, this scheme is to set up the cable lifting drive system of lifting trunk Liangping platform at supporter (scheme II); Set up telescoping truss structure spare and connect rope spare on turntable, its platform vertical center line overlaps with the center of gravity vertical line of truss structure spare, and truss structure spare is fixed on the platform; Company's rope spare of this system selects rigidity to connect rope spare, and its long axis is parallel with trunk hanging beam length; This is hinged to an end and the ear seat on the platform of trunk Liangping that rigidity connects rope spare, and it is hinged with fixed ear seat on platform that rigidity connects the other end of rope spare; Lifting drive system comprises hitching machinery device, lifting cable, minor axis and guide wheel, the hitching machinery device is set on the turntable, ear seat on the cantilever lever of the truss structure spare hinged guide wheel of minor axis, one end of the lifting cable of every side trunk Liangping platform is connected with the driving wheel of hitching machinery device, and the other end of lifting cable is fixed on the truss structure spare after walking around the guide wheel at center of gravity place of guide wheel on the truss structure spare, trunk Liangping platform respectively.This this equipment of scheme can be according to the requirement to temperature, and it is bigger for example to freeze layer in the winter time, utilizes lifting drive system to sink, and changes purification immersion depth in the waters, and it is freezing that guard reactor is unlikely to, and restore concerning spring; Easy to adjust during installation, it is also convenient to adjust the reactor immersion degree of depth when the water body water surface changes.This hitching machinery device is a prior art.
The another kind of technical scheme VI of the supporter of rotating mechanism adopts rigid guideway guide wheel rotating mechanism, and this mechanism comprises guide wheel group, rigid guideway and fixed rigidity core wall; At least one is the rigidity core wall that is fixed on the big ground foundation in going along with sb. to guard him the core wall of water body, and the rigidity core wall is circular for sealing, fixing rigid guideway on this wall; The both sides of each trunk Liangping platform utilize fastening piece that guide wheel group is installed respectively, guide wheel group comprises guide wheel, bearing and bearing pin, guide wheel is through on the bearing pin in the bearing, guide wheel is around the bearing pin rotation, the bearing pin two ends are fixed on the bearing, and bearing is fixed on the platform of trunk Liangping with fastening piece, and the guide wheel circumference is provided with one-sided rib groove, one-sided rib groove and rigid guideway engagement, one-sided rib groove is arranged on the rigid guideway inboard.
The solid pile foundation seat construction system of drilling well is purification to be hung the rotating mechanism of assembly (technical scheme of technical scheme I~V) and construction and installation mechanical bond is a kind ofly consolidated pile foundation seat construction system scheme for percussive drilling;
The solid pile foundation seat construction system of impact type drilling well comprises impact loop wheel machine, truss structure spare, power rail, sink-float cylindrical shell, bores fluid circulation and percussion bit; Power rail is an open tube, and sink-float cylindrical shell i is the bucket shape of the axis normal of bucket end back-off, and the tube end is provided with influent stream body pipeline and valve; Sink-float cylindrical shell ii is set in platform bottom, trunk Liangping, and sink-float cylindrical shell ii is provided with intake and exhaust adapter and valve; The power rail bottom is passed sink-float cylindrical shell i and is connected percussion bit, and the percussion bit diameter is greater than the profile of sink-float cylindrical shell, and percussion bit contacts with the basis of the earth, and power rail passes in the center splined hole of turntable also can slide up and down contact; Impact loop wheel machine and be installed on the truss structure spare, power rail top is connected on the driving wheel of loop wheel machine windlass by cable; Bore fluid circulation and comprise brill liquid pipeline and excavating pump, the power rail of drill system and bit central are provided with bores the liquid pipeline, bores the liquid pipeline and is connected with excavating pump negative pressure mouth; Fluid line by valve respectively with advance to bore liquid pipeline and the entrance pressure gas that contracts and be connected; Truss structure spare is arranged on the platform of turntable.
The solid pile foundation seat construction system of rotary drilling well comprises rotary driving machine, power rail, sink-float cylindrical shell, bores fluid circulation and rotary drilling-head; Power rail is an open tube, and sink-float cylindrical shell i is the bucket shape of the axis normal of bucket end back-off, and the tube end is provided with influent stream body pipeline and valve; Sink-float cylindrical shell ii is set in platform bottom, trunk Liangping, and sink-float cylindrical shell ii is provided with intake and exhaust adapter and valve; The power rail bottom connects the sink-float cylindrical shell i center of circle, a series of drill bits are inlayed in sink-float body circumferential wall lower end, drill bit rotation cutout diameter is greater than the profile of sink-float body, and drill bit contacts with the basis of the earth, and the power rail lower end utilizes removable fasteners to be fixed in the axostylus axostyle centre hole of turntable; The rotary driving machine device replaces with the diving impeller, and the diving impeller is suspended on the platform of trunk Liangping by web member; Rotary driving machine drives power rail by trunk Liangping platform and turntable and rotates; Bore fluid circulation and comprise brill liquid pipeline and excavating pump, the power rail of drill system and bit central are provided with bores the liquid pipeline, and the adapter of boring the liquid pipeline is communicated with excavating pump negative pressure mouth; Advance to bore liquid pipeline and valve in the setting of sink-float body.
The solid pile foundation seat construction system of drilling well is any in solid pile foundation seat construction system of employing percussive drilling and the solid pile foundation seat construction system of rotary drilling, perhaps works simultaneously for these two kinds.The solid stake of the drilling well of a rotating mechanism setting system is such use: the solid pile foundation seat construction system of drilling well and rotating mechanism are assembled into incorporate device are transported to the place of erection, utilize the water line of intake and exhaust adapter and valve control sink-float cylindrical shell i and sink-float cylindrical shell ii, utilize stalking drilling depth under the loop wheel machine control rotary head simultaneously, adopting percussion bit or rotary drilling-head to carry out in the drilling well excavation, adapter on the sink-float cylindrical shell i advances to bore liquid, excavating pump is taken drilling cuttings out of drilling well by the brill liquid pipeline of power rail, after sink-float cylindrical shell i sinks to putting in place, replace pedestal with increasing its weight in solidifying agent or the concrete injection sink-float cylindrical shell i; This construction system makes the easy for installation of purification suspension, has reduced installation cost, has accelerated installation rate.
The water body containment system (C) of purifier is to go along with sb. to guard him water body with core wall again in water body S1 periphery to constitute water body S3, water body S3 is the ring-type water body around the closure of water body S1 formation, at the core wall of going along with sb. to guard him water body S3 former water inlet is set, inlet at this former water is provided with grid suspension assembly, and grid hangs assembly and utilizes web member and this core wall to fix; Hang between the inlet of assembly, water body S3, core wall and the water body S1 from grid former aquaporin is set, at least one diving impeller and at least one aerator are set in water body S3, diving impeller and aerator are suspended on the platform of trunk Liangping by web member; At least one of them in several core walls of going along with sb. to guard him water body S1 periphery adopts fixedly core wall, and fixedly core wall is fixed on big ground, and all the other core walls are suspended on the platform of trunk Liangping.
The water body containment system (D) of purifier is to go along with sb. to guard him water body with core wall again in water body S1 periphery to constitute water body S3, go along with sb. to guard him the waters with core wall again in water body S3 periphery and constitute water body S4, water body S3 and S4 are closed ring-type water bodys, at the core wall of going along with sb. to guard him water body S4 former water inlet is set, at the inlet of the former water of the core wall of outermost grid is set and hangs assembly, grid hangs assembly and utilizes web member and this core wall to fix; Former water hangs between assembly, water body S4, core wall inlet, water body S3 and the water body S1 from grid former aquaporin is set; At least one diving impeller is set in water body (S4), and the diving impeller is fixed on the platform of trunk Liangping by web member; At least one of them in several core walls of going along with sb. to guard him water body S1 periphery adopts fixedly core wall, and fixedly core wall is fixed on big ground, and all the other core walls are suspended on the platform of trunk Liangping.
Purifier is provided with diving impeller and aerator in water body S3 or S4, diving impeller and aerator are fixed on the platform of trunk Liangping by web member; The core wall that the diving impeller drives purification and suspension thereof rotates in the waters, (when water body S3 was provided with the diving impeller simultaneously in water body S4, this diving impeller turned to identical); At the water body S1 center that the serial reaction device is set the fluid gallery is set, spoil disposal is set in the gallery middle and upper part hangs assembly, spoil disposal hangs assembly and is fixed on the platform of trunk Liangping by web member.Because this purifier moves in the waters, being deposited in the core wall that the mud of water body S1 bottom is suspended on the platform of trunk Liangping in moving scrapes, many mud slurries accumulate in the root of core wall, a part lets out from the sealing-gap on core wall and basis, remaining part plays sealing function, at water body S1 spoil disposal is set and hangs assembly, the first is in order to get rid of unnecessary mud, it two is may unfairness on the basis of equipment initial operating stage water body S1 bottom, spoil disposal hang assembly utilize its screw-blade Scraping device with it loosening and hinge inhale the back and discharge with the excavating pump system; The diving impeller also plays the sludge reflux pump effect, the suction pipe road system of its technical process and piping system thereof comprises that diving impeller, valve, spoil disposal pipeline and spoil disposal hang assembly, and spoil disposal hangs the negative pressure inlet of the spoil disposal outlet of assembly by the one-way cock connection diving impeller guide shell of flexible spoil disposal pipeline, adjustable flow; The mud slurry of diving impeller sucking-off mixes with former water as active sludge, and sludge back flow quantity utilizes the one-way cock adjustment of adjustable flow.Except that the effect of the drive system of rotating as purification, diving impeller and aerator make ring-type water body S3 or S4 play the vital role of oxidation ditch, can use aeration diving impeller, with the use that combines of two kinds of functions, diving impeller, aerator and aeration diving impeller are prior arts; Ring-type water body S3 or S4 can be used as the oxidation ditch of aerobic biochemical, also can be used as the biochemical oxidation ditch of anaerobism or anoxic (facultative), the effect of plug-flow makes water sports, make water body S1 bottom activity sludge reflux in water body S3, carry out biochemistry thereby allow active sludge in suspension contact, the biochemical treatment of participation and initiate former water with organic matter at water body.Because aerator and diving impeller often are in mobile status, its for be deposited in water body S3 or S4 the more firm somewhere active sludge in the deposition bottom of process relatively the oxidation ditch processing mode of prior art produce more strong stirring action, but for the required whole flow velocity of assurance active sludge suspension can be littler, so energy consumption is littler; The path lengthening of aeration bubble process in water body, the better effects if that oxygen utilizes; If do not start aerator, water body S3 or S4 become the anaerobism ditch, can utilize the biochemical treatment of anaerobic bacterium to former water, when aeration aerating and anaerobism alternate run, can utilize aerobic bacteria, anerobe and amphimicrobe that water body is carried out the nitrification and denitrification effect, the oxygen that discharges when utilizing denitrification reaches energy-conservation effect as aerobic bacteria nutrition; Also can finish denitrogenation and dephosphorization function, obtain effective pre-treatment before for former water body enters water body S1 at this refining plant.Aerator is any in aeration head or activated sludge reactor or the underwater jet aeration machine.
Piping system after the suction pump is that distributor head is set, pipe core is fixed on the pedestal, the annular cavity that is provided with on the through hole 68 of pipe core bottom and the pedestal is communicated with, pipe core passes the distributor head center and fixes with the end of work crane span structure, the distributor head bottom is provided with to be fixed with fastening piece after flange is connected with the sleeve type structure spare at turntable center, the right angle of distributor head is taken over and is communicated with sealing chamber, pipe core radially is provided with through hole in the sealing chamber of distributor head, this through hole distributor head and pipe core outer wall place at two ends up and down adopts mechanical sealing member respectively, and the right angle is taken over, through hole 11, hollow pipe core 59, through hole 68, take over the adapter of product water and be communicated with.Still water up to standard can be carried during the distributor head rotation.
A kind of working method that purification is moved in the waters is:
Program 1: both sides diving impeller equidirectional rotating operation in water body S3 or S4, purification is linearly moved to position i along cable 61 from the original position, utilize braking mechanism to make purification rest on position i in the water body;
Program 2: both sides diving impeller in water body S3 or S4 with program 1 equidirectional rotating operation, water body produces level rotary flow; Can satisfy the wheel speed that the biochemical minimum water flow velocity that requires changes the diving impeller according to setting;
Program 3: both sides diving impeller direction rotating operation opposite in water body S3 or S4 with program 1, purification is linearly moved to position ii along cable from position i, utilizes braking mechanism to make purification rest on position ii in the water body;
Program 4: both sides diving impeller in water body S3 or S4 with program 2 equidirectional identical rotating operations, water body produces level rotary flow; Can satisfy the wheel speed that the biochemical minimum water flow velocity that requires changes the diving impeller according to setting;
Repetitive operation program 1~4 is gone round and begun again.Purification moves back and forth around fixed point.For the water body fender body system that adopts water body S3 and S4, can utilize therein the diving impeller in the water body that purification is turned clockwise as purification motivating force forward, the diving impeller in another water body is rotated counterclockwise as purification motivating force backward purification.
This equipment can be considered following system known per and operation thereof respectively when finishing technical process of above-mentioned several system principle scheme and piping system and using method thereof: the suction filtration mode that the biochemical reactor of purifier is traditional;
A) the traditional recoil mode of the biochemical reactor of purifier: the filtering liquid chamber that utilizes gas or liquid to enter flange from the cleaner liquid discharge line recoils to filter membrane from film silk inside;
B) use of this equipment can be finished by the automatic train control system of PLC sequence controller.
Advantage and positively effect that the present invention has are:
1, the water body of invention requirement does not have special restriction to its water body shadow area and shape, water depth only need guarantee the minimum requirement of vertical range of the biochemical reactor of submergence purifier, it is just passable that water width of river only need guarantee to hold the minimum width of purifier, water body of the present invention can also can be the zone of a certain opening in the area in natural waters with the pond body accumulation of concrete or steel construction; Can select the scheme of the purifier of above-mentioned different characteristics according to the size of treatment scale, particularly can utilize the bank in existing river, lake, reservoir or puddle to build simple harbour platform and just can carry out the water purifying treatment; Because the purifier that adopts buoyancy aid to hang assembly has drift, can after the water treatment of finishing a certain region requires, utilize instruments such as tractor tug to transfer to another very easily and need handle the region, the processing of also can cruising in the waters makes and pollutes less water body and bear the hyperoxia phase intermittently; The present invention is specially adapted to special occasion, for example the urgent remedial measures after natural disaster such as earthquake, tsunami and the mishap.Build the waterworks of a daily output kiloton, most equipment is made on land, adopts pedestal drilling construction system-specific equipment construction, has accelerated speed of application greatly.
2, because the water body volume is very big, and this immersions membrane process flow process can no longer be provided with equalizing tank and former water transferpump, than the flow process of the existing immersion film purifier of employing, can save original 50% pump energy at least, even more than 50%; Because membrane bioreactor does not need second pond and mud to reflux and has saved the pump energy consumption; For bigger sub-circular or square waters, in the water quality of waters central authorities because its water quality organic composition of natural oxygenation of water surface differs from an order of magnitude at least than its surrounding area, this equipment construction is arrived waters central authorities, when reaching its central authorities, at first utilize the cleaning action of nature to digest from the sewage that begins processing than the water quality of hanging down organic loading, allow to enter the waters periphery and will save bigger energy consumption and working time; Though the immerseable hollow-fiber membrane bioreactor is for bigger in this interval air usage quantity with air bump rinse operation film silk outside surface, but because the filter effect of hollow-fibre membrane, the hollow-fibre membrane surface is suction and a large amount of activated sludge particlesization of recoil generation constantly, wherein inanimate matter and organic matter fully compile in former water, active material concentration increases, this water body becomes efficient biochemical reaction zone under the effect of oxygen, relatively will measure equally air utilize pipeline be distributed to wide range but organic concentration very low area remove to finish biochemical reaction and save the energy on the contrary, increase oxidation efficiency, also saved aerating pipelines pressure loss and investment in addition; What the running cost of the water treatment of technical process of the present invention had that water treatment technological process with other non-immersion film commonly used is at war with may, processing costs is fair at least, can reduce 30% theoretically, or still less, the time of handling is shorter, and floor space still less.
3, this water purifying treatment can also utilize the trunk Liangping platform with elevating function that the degree of depth of the former water of immersion of reactor is adjusted automatically, can bear other natural disasteies such as bigger typhoon and freeze injury.
4, because water outlet is having certain Yang Cheng through after the suction pump, can be delivered directly to this area and use, change the situation that the upstream process downstream is benefited, meet China's economic system characteristics of present stage.
5, when the generation storm runoff makes organic loading peripheral in the unlimited water area big, technical process of the present invention is suitably adjusted the parameter of handling operation according to the former water parameter of water body, can guarantee that still effluent quality reaches specified requirement, produce water and can settle the water quality standard preferably that directly reaches Chinese relevant at one go.
6, treatment process makes full use of the characteristic of anaerobism, anoxic and three kinds of microorganisms of oxygen consumption, particularly utilizes anaerobe district and nitrification and denitrification effect to save the biological method of energy consumption.
7, equipment of the present invention has been saved sizable civil engineering workload to the inlet of sewage source in the unlimited water area without limits.
Utilize the water body fender body, for example adopt inflating rubber dam, light-duty rotation dam and gentle pipe core wall etc. to carry out water conservancy diversion or choke apparatus, with the unlimited water area shunting of removing contamination, the restriction non point source of pollution enlarges, this purifier is set in polluted waters, reaches and hold blowdown clearly, cut dirty the purification, change sewage is reuse water, the benign cycle of reclaimed water reuse.
Purifier of the present invention can be used for building the waterworks at reservoir; Carry out water treatment in the sewage river course or in the sump of small towns, this device also can use in less container certainly; About the technical scheme of core wall is seen the patent application " biochemistry, filtration and water isolation flexible pipe wall " that I submit to, Chinese patent application 200610065805.X.
Description of drawings
Fig. 1 is hollow-fiber membrane bioreactor and the reactor suspension synoptic diagram that film tow level is used.
Fig. 2 is vertical hollow-fiber membrane bioreactor and the reactor suspension synoptic diagram that uses of film tow.
Fig. 3 is biochemical membrane reactor of filler of the present invention and reactor suspension synoptic diagram thereof.
Fig. 4 is activated sludge reactor of the present invention and reactor suspension synoptic diagram thereof.
Fig. 5 is the axonometric drawing of purification suspension of the present invention.
Fig. 6 is the Z enlarged diagram of Figure 18, has shown the sectional view of guide-roller type rolling mechanism.
Fig. 7 is that the R of Fig. 6 is to view.Fig. 8 is the vertical view of Figure 13.
Fig. 9 is the vertical view of Figure 18.Figure 10 is the vertical view of Figure 16.
Figure 11 is the vertical view of Figure 15.Figure 12 is the vertical view of Figure 14.
Figure 13 is the A-A sectional view of Fig. 8.Figure 14 is the D-D sectional view of Figure 12.
Figure 15 is the C-C sectional view of Figure 11.Figure 16 is the B-B sectional view of Figure 10.
Figure 17 is the W enlarged diagram of Figure 16.Figure 18 is the E-E sectional view of Fig. 9.
Wherein: 1-hanging beam, the 2-crane span structure of working, 3-framework, 3 * 1-rigid frame, the last grill cover of 4a-, 4b-Under The Grille cover, the 5-pipeline that confluxes, 5a-pipeline, 7-rigid rod, 8a, 8a1, the 8a2-hollow fiber membrane reactor, 8b-filler biochemical reactor, 8c-activated sludge reactor, the 9-gas injection tube, 10-membrane module, 11-, the 12-flexible cable, 14-wall, 14a-side plate, the 14b-side plate, riser in the middle of the riser in the middle of the 15-wall, 15a-, 15b-, 16a-film tow, the biochemical membrane module of 16b-filler, the 17-flange that confluxes, 18-biofilm packing layer, the 19-rack, the 20-framework, 21-ear seat, 22-trunk hanging beam, 23-ear seat, the 24-minor axis, the 25-rigidity connects rope spare, 27-ear seat, the 28-drag-line, the 29-guide wheel group, 30-rigid guideway, 31a-fastening piece, the 31b-fastening piece, the 32-guide wheel, 33-pressing plate, 34-bearing pin, the 35-bearing, 36-water producing pipe road, the 37-impeller of diving under water, 38,38a1,38a2,38b1,38b2,38c, 38d1,38d2,38d3,38d4 and 38d5-core wall, the 39-turntable, the 39a-platform, 39b, 39b1,39b2-sleeve type structure spare, 39d-ear seat, 40-structure drag-line, 41-structure drag-line, 42-trunk Liangping platform, the vertical platform of 42a-, 42a-horizontal platform, 43a, 43b-enters the former mouth of a river, the 44-aerator, the 45-purification, the 46-grid hangs assembly, the 47-spoil disposal hangs assembly, the 47a-mud valve, 48-waters, 49-anchor cable, the 50-anchor pier, 51,52-water-in, 53-are strained the water settling vessel, and 54-receives tank, the 55-suction pump, the 56-structural part, 57-connects rope spare, the 58-flow direction, the hollow power rail of 59-, 60-connects rope spare C, and the 61-right angle is taken over, 62-ear seat, the 63-flange, the 64-distributor head, 65-truss, 66-basis, the 67-pedestal, the 68-through hole, 69a-circumferential wall, 69b-circumferential wall 70-annular cavity, the 71-bearing, 72-radially takes over, 73-pipe plug, 74-valve, the 75-guide wheel, 76a, the 76b-cable, 77-ear seat, 78a-hitching machinery device, 78b-hitching machinery device, 79a, the 79b-guide wheel, 80-bearing, 81-cantilever lever, the 82-cable, 83-impacts loop wheel machine, and the 84-rigidity connects rope spare, 85-ear seat, the 86a-percussion bit, the 86b-rotary drilling-head, 87-receives tank, 88-water distributor, 88a, the 88b-water-in, the 89-inclined tube, 90-mud guiding slot, 91-mud flow direction, the 92-flexible connecting pipe, 93-floats and receives tank, 94-floating drum, 95-web member, the 96-concrete, 97, the 97a-mechanical sealing member, 98-flange, 99-basis seat, 100-rotates tangential direction, 101-sink-float body 102-; S1, S1a, S1b, S1i, S1i1, S1i2, S1ii, S2, S3, S4-water body.
Embodiment
The invention will be further described below in conjunction with accompanying drawing.
In Fig. 1,2,3,4,5,8 and 13, show the embodiment 1 that use the whole complete back of the present invention in unlimited water area 45; In Fig. 1,2,3,4 and 5, purification comprises reactor and reactor suspension; The reactor suspension comprises rigid frame 3 * 1 and Lian Suo spare A; Rigid frame 3 * 1 comprises a pair of branch line hanging beam 1 and framework 3, and two hanging beams 1 (1a or 1b) in a pair of branch line hanging beam are parallel to each other, and utilize framework 3 fixedly to become rectangular platform.The outside surface of all reactors 8 (8a1,8a2 and 8b) of each purification is connected with rigid frame 3 * 1 by connecting rope spare A, wherein Fig. 5 upper left side has shown hollow-fibre membrane biochemical reactor 8a1 mode of connection, Fig. 5 lower-left side has shown the biochemical membrane reactor 8b of filler mode of connection, and the rope spare A that its purification hangs assembly adopts a rigidity to connect rope spare 7; Wherein side has shown hollow-fibre membrane biochemical reactor 8a2 mode of connection in Fig. 5 left side, Fig. 5 lower right side has shown activated sludge reactor 8c mode of connection, and the rope spare A that its purification hangs assembly adopts rigidity to connect rope spare 7 and the flexible array mode that connects rope spare 12.The purification suspension comprises trunk Liangping platform 42, rotating mechanism and Lian Suo spare B, trunk Liangping platform 42 comprises a pair of trunk hanging beam 22 and framework 20, the trunk hanging beam of purification is a buttress bracing struts, two hanging beams 22 in a pair of trunk hanging beam are parallel to each other, and trunk hanging beam 22 and framework 20 fixedly become the main body that platform is arranged; In Fig. 5, company's rope spare of reactor 8a and 8b is to be connected a pair of rigidity to connect rope spare 25 between trunk Liangping platform 42 and rigid frame 3 * 1, these two company's rope spares 25 are separately positioned on rigid frame 3 * 1 left and right sides, it is hinged with fixed ear seat 24 on trunk Liangping platform 42 to connect an end of rope spare 25, the other end is hinged with center of gravity place fixed ear seat 26 on rigid frame 3 * 1, its length direction is parallel with branch line hanging beam length, and is vertical with the length direction of trunk hanging beam; Company's rope spare of reactor 8a2 adopts rigidity to connect rope spare and the flexible array mode that connects rope spare, and this technical scheme has increased flexible cable 28, ear seat 21; Between trunk Liangping platform and the rigid frame except hinged rigidity rope spare 25; The vertical direction fixed ear seat 27 of trunk hanging beam connects an end of pair of flexible drag-lines 28, and this other end to flexible cable 28 is hinged with the ear seat 21 of the both sides of the branch line guide rail rack of reactor suspension assembly by bearing pin respectively; Hinged rigidity rope spare 25 axle beds 21 are separately positioned on the both sides of rigid frame 3 * 1 carrying centers of gravity; Trunk Liangping platform connects truss 65 along its length.
In Fig. 1,2,5,8 and 13, the several embodiment that show among the figure are purifiers of hollow fiber membrane reactor 8a.This reactor comprises the pipeline 5 that confluxes that a series of membrane modules 10 and filtrate are discharged, and the long medullary ray of all membrane modules of each reactor is parallel to each other; Membrane module comprises film tow 16a, the flange 17 that confluxes, tubular fender body and the pipeline 5 that confluxes; The film silk of many tubular fibres is formed the film tow 16a of pectination, and film tow bore passages two ends are communicated with the filtering liquid chamber of the flange 17 that confluxes of cleaner liquid and connect; The film tow 16a of all membrane modules is arranged on up and down in the tubular fender body that opens wide, and the tubular fender body is by surrounding with the vertical wall 14 and 15 of sea line, and the described flange 17 that confluxes is fixed on the web member of wall of tubular fender body; This tubular fender body utilization connects rope spare A (rigid rod 7) and is connected with rigid frame; The flange 17 that confluxes of all membrane modules all is communicated with by taking over the pipeline 5 that confluxes of discharging with filtrate, and the pipeline 5 that confluxes is communicated with by pipeline 5a and suction pump; The gas injection tube of aerating system is fixedly installed on the bottom that tubular is gone along with sb. to guard him intravital film tow 16a by connecting rope spare, and aeration spray tube 9 is by taking over and the aeration pipeline connection that confluxes, and the aeration pipeline that confluxes is communicated with the aeration main by pipeline; Tubular fender body top at described reactor 8a is provided with biofilm packing layer 18, the floor height h of biofilm packing layer 18 is advisable not exceed the water surface, the biofilm packing layer is fixed on tubular fender body top by connecting rope spare, between biofilm packing layer 18 and tubular fender body, interlayer to be left, grill cover 4a and Under The Grille cover 4b can be installed on the sandwich passage.
The hollow fiber membrane reactor 8a1 that shows among Fig. 1,2 is the membrane module that adopts film tow level to use, and hollow fiber membrane reactor 8a2 adopts the vertical membrane module that uses of film tow; The preferred version of reactor 8a1 is seen my patent application " immerseable hollow fiber film assembly and hollow fiber film assembly unit thereof " Chinese patent application numbers 200610065807.9; The sheet curtain formula that has reactor 8a2 immerses membrane module or post curtain formula immerses membrane module or several forms of pipe curtain formula immersion membrane module are available, and these all are prior arts.
Water body containment system (A) (not making to implement illustration separately) is to utilize core wall 38a1 to go along with sb. to guard him into water body S1 in waters 48, reactor 8a is suspended on the bottom among the water body S1, water body S1 goes along with sb. to guard him wherein biochemical reaction zone with the biochemical reactor of purification, and this example is divided into two with S1 with core wall 38d1 identical water body S1a and S1b are set; Core wall 38a1 stretches out the water surface in top and is suspended on the platform of trunk Liangping, and core wall bottom contacts with basic, at the top S1a and the S1b of the core wall of the water body of going along with sb. to guard him into raw water pipeline 43a is set respectively.
In Fig. 8, water body containment system (B) is to protect the waters more on every side with fixed core wall 38b outside water body S1 to constitute water body S3 on the basis of above-mentioned water body containment system (A), water body S3 is the ring-type water body around the closure of water body S1 formation, core wall 38b has the float type core wall that swims in water surface function, core wall 38b utilizes anchor cable 49 to be fixed on the anchor pier 50, and anchor pier 50 is arranged on the basis 66 of the earth; At the core wall 38b that goes along with sb. to guard him water body S3 former water inlet 51 is set, the inlet 51 of former water is provided with grid and hangs assembly 46, and it is the rectangular grid screen that grid hangs assembly, and grid hangs assembly and utilizes web member and core wall to fix.
Rotating mechanism comprises supporter and drive system, and trunk Liangping platform utilizes the supporter of rotating mechanism to make a decision on pedestal 67, and pedestal 67 is fixed on the basis 66 of the earth; Trunk Liangping platform rotates under the drive system of rotating mechanism, connects the long axis and angle T=90 ° of radial line direction of rope spare B, is converted into and 0 ° of the angle of the tangential direction 100 of drive system rotation; Supporter comprises turntable 39, bearing 71 and fastening piece; The center of gravity of trunk Liangping platform 42 overlaps with platform 39a center, and trunk Liangping platform 42 utilizes fastening piece to be fixedly installed on the platform 39a, and turntable 39 lower shaft end are arranged on the pedestal 67 by bearing 71, and pedestal 67 is fixed on the basis 66 of the earth; Drive system replaces with diving impeller 37, two diving impellers 37 are set in waters 48, the impeller sense of rotation that 37,6 diving of four diving impellers impeller is set in water body S3 is identical, and diving impeller 37 and spoil disposal hang assembly 47 and be fixed on the platform of trunk Liangping by web member; Spoil disposal hangs the shore pipe of assembly 47 and the negative pressuren zone that valve 47a is communicated to diving impeller 37.
The escape route system of the water up to standard of this example is: former water is from water-in 51, water body S3, water-in 43a, water body S1, enter the film tow of reactor 8a, the pipeline 5 that confluxes connects suction pump 55, the suction pump water outlet is taken over 61 by the right angle of distributor head 64 and is entered pipe core 59, pipe core is fixed on the pedestal 67, distributor head 64 bottoms are provided with to be fixed with fastening piece after flange is connected with the sleeve type structure spare 39b1 at turntable center, distributor head 64a passes at the center pipe core 59, distributor head and pipe core 59 outer walls adopt mechanical sealing member 97a, pipe core 59 passes distributor head and fixes with the end of work crane span structure 2, pipe core 59 is provided with through hole 11 in the sealing chamber of distributor head, water up to standard still can pass through through hole 11 when distributor head rotates with structural part 39b1, hollow pipe core 59, through hole 68 enters the annular cavity 70 that is provided with on the pedestal 67, annular cavity radially is provided with takes over 72, take over 72 and be communicated with product water adapter 36, water up to standard is carried in the product water adapter that is embedded in the earth; (referring to Figure 17,58 is flow direction).Work crane span structure 2 the other ends are fixed on the big ground foundation, and the work crane span structure can be used to arrange Infrastructure such as cable, and it is current also can be used for operation or maintainer.Horizontal platform 42b and the vertically center cross connection of platform 42a, their cantilever end utilizes structure drag-line 41 to interfix; The middle part of structure drag-line 41 is fixed on an end of structure drag-line 40, and 40 the other end is fixed on structural part 39b2 place 61, and structural part 39b2 is by being fixed on the distributor head 64.
In Fig. 6,7,9 and 18, show the embodiment 2 that use the whole complete back of the present invention in unlimited water area 45; The water body containment system of the purifier that shows in Fig. 9 is to go along with sb. to guard him the waters with core wall 38b in water body S1 periphery to constitute water body S3, and this example is divided into two with S1 with core wall 38d2 identical water body S1a and S1b are set; Go along with sb. to guard him the waters with core wall 38c in water body S3 periphery and constitute water body S4, water body S4 is that core wall 38c is fixed on the anchor pier 50 with anchor cable 49 around the ring-type water body of the closure of water body S3 formation, and anchor pier is arranged on the earth 66; At the core wall 38c that goes along with sb. to guard him water body S4 former water inlet 52 is set, former water inlet 52 is provided with grid and hangs assembly 46b, and grid hangs assembly and utilizes web member and core wall 38c to fix, and at the core wall 38b that goes along with sb. to guard him water body S3 former water inlet 51 is set; Core wall 38b is suspended on the platform of trunk Liangping; On the core wall 38a2 top of going along with sb. to guard him water body S1 former water inlet 43b is set;
The supporter of rotating mechanism adopts the rigid guideway guide wheel group, and the rigid guideway guide wheel group comprises fixed inflexible core wall 38a2, guide wheel group, rigid guideway and fastening piece, and core wall 38a2 is the reinforced concrete wall that is fixed on the basis 99; The horizontal platform 42b of trunk Liangping platform and vertical platform 42a both sides utilize fastening piece that quadruplet guide wheel group 29 is installed respectively; Guide wheel group comprises guide wheel 32, bearing 35 and bearing pin 34, guide wheel is through on the bearing pin 34 in the bearing 35 of π shape, the guide wheel center is provided with bearing pin and rotatable, the bearing pin two ends are fixed in bearing 35 axis holes, bearing 35 usefulness fastening piece 31a are fixed on the platform of trunk Liangping, the guide wheel circumference is provided with one-sided rib groove, one-sided rib groove and rigid guideway 30 engagements, and one-sided rib groove is arranged on rigid guideway 30 inboards; Rigid guideway is fixed on pressing plate 33, fastening piece 31b on the core wall 38a2 of water body S3 periphery, core wall 38a2 be arranged on the earth basis 66 on.The drive system of rotating mechanism replaces with the impeller 37 of diving under water, and four diving impellers 37 and four aerators 44 are set in water body S4, and diving impeller and aerator are fixed on horizontal platform 42b and the vertical platform 42a by web member 57; Spoil disposal hangs assembly 47 and is fixed on the horizontal platform, and its shore pipe and valve 47a are communicated to the negative pressuren zone of diving impeller 37.The escape route system of the water up to standard of this example is: former water carries out according to technical process and the piping system of embodiment 1 from water-in 52, water body S4, remaining content again.
In Figure 12 and 14, show the embodiment 3 that use the whole complete back of the present invention in unlimited water area 45;
The supporter of rotating mechanism adopts the cable lifting drive system of lifting trunk Liangping platform; Select a pair of rigidity to connect rope spare 84 among the rope spare C of company of this lifting drive system; A kind of scheme i of lifting drive system comprises hitching machinery device 78a, lifting cable 76a, truss structure spare 56 and guide wheel, truss structure spare 56 is fixed on the platform 39a of turntable 39, the cantilever lever 81 that hitching machinery device 78a (seeing Figure 14 right side) or structural part 56 are set on the platform 39a is provided with hitching machinery device 78b (hoist crane, see Figure 14 left side), ear seat on the cantilever lever 81 of the structural part 56 hinged guide wheel of minor axis, one end of the lifting cable of every side trunk Liangping platform is connected with the driving wheel of hitching machinery device 78a, and the other end of lifting cable is walked around guide wheel 79b and guide wheel 79a respectively, be fixed on 80 places on the structural part 56 behind the guide wheel 75 at the center of gravity place of trunk Liangping platform.
The drive system of rotating mechanism replaces with diving impeller 37, four diving impellers 37 respectively are set in water body S3, S4, per two diving impellers utilize web member to be suspended on respectively on upper and lower two vertical platform 42a, divide equally for all the other four and be suspended on horizontal platform 42b both sides, spoil disposal hangs assembly 47 and is fixed on the horizontal platform.
In Figure 14, the solid stake of the percussive drilling i of system comprises impact loop wheel machine 83, truss structure spare 56, power rail 59a, sink-float body 101, sink-float body 67a, bores fluid circulation, cable and percussion bit; Trunk Liangping platform is fixed on the sink-float body 101; Power rail 59a is an open tube, sink-float body 67a replaces pedestal, and power rail 59a bottom connects percussion bit 86a, and the percussion bit diameter is greater than the profile of sink-float body 67a, percussion bit contacts with the basis 66 of the earth, and power rail is through sliding contact among the sleeve type structure spare 39b of turntable 39; Impact loop wheel machine and be installed on the truss structure spare 56, power rail top is connected on the driving wheel of loop wheel machine windlass by cable 82; Bore fluid circulation and comprise brill liquid pipeline and excavating pump, the power rail 59a of drill system and drill bit 86a center are provided with bores the liquid pipeline, bores the liquid pipeline and is connected with excavating pump negative pressure mouth; 67a is provided with into brill liquid pipeline and valve 74 at the sink-float body; Structural part 56 is arranged on the platform 39a of turntable 39.
This routine water body containment system will be gone along with sb. to guard him the waters with S1 with core wall 38d5 and is divided into two water body S1a and S1b all the other are identical with embodiment 2; Technical process and piping system are identical with embodiment 2.
In Fig. 3,5,9,11 and 15, show the embodiment 4 that use the whole complete back of the present invention in unlimited water area 45; This example adopts filler biochemical reactor 8b or activated sludge reactor 8c, in Fig. 3,5,9 and 15, shown filler biochemical reactor 8b, reactor comprises the biochemical membrane module 16b of a series of fillers, tubular fender body and rack 19, the biochemical membrane module of globular filler is arranged on the interior rack 19 of the tubular fender body that opens wide up and down, the tubular fender body is by surrounding with the vertical wall 14,15 of sea line, and described rack 19 is fixed on the web member of inwall bottom of tubular fender body; The gas injection tube 9 of aerating system is arranged on the bottom that tubular is gone along with sb. to guard him intravital biochemical membrane module 16b, gas injection tube is by taking over and the aeration pipeline connection that confluxes, the aeration pipeline that confluxes is communicated with the aeration main by pipeline, and gas injection tube is fixed on the tubular fender body by connecting rope spare.
This water body maintenance system is with core wall 38d4 the water body S1 that core wall 38a1 goes along with sb. to guard him to be divided into water body S1i and S1ii, and reactor 8b or 8c are set among the water body S1i; In the core wall bottom of the water body S1i that goes along with sb. to guard him into raw water pipeline 43b is set, former water utilizes raw water pipeline 88 to enter water body S1i bottom after by core wall, and the inlet of raw water pipeline is provided with grid and hangs assembly 46d; Core wall top between water body S1i and the water body S1ii is provided with passage 88; In the water body of the horizontal platform 42b of water body S1ii downside solid-liquid separator is set, solid-liquid separator is suspended on the trunk Liangping platform 42; Solid-liquid separator adopts inclined tube settler; Inclined tube settler comprises that receipts tank 87, receipts water gather case 54, mud guiding slot 90 and inclined tube 89, the inlet of raw water pipeline 88 is arranged on water body S1 one side, the outlet of raw water pipeline 88 is by through hole uniform on the level pipe, through hole is arranged on inclined tube 89 bottoms, receive tank 87 and be arranged on inclined tube 89 tops, receive tank 87 water inlet weir plates and be lower than the water surface, receipts tank 87 water port gather case 54 with receipts water and are communicated with, receipts water gathers case 54 suction pump 58 inlets is set, and suction pump 58 outlets are communicated with water producing pipe road 36; Mud guiding slot 90 is the dish that grafts clay of uniform conical hopper, seals with core wall around the dish that grafts clay; Water distributor 88, receive tank 87, the dish that grafts clay, receipts water gathers case 54 and inclined tube 89 all utilizes web member to be suspended on the trunk Liangping platform 42; Arrow 58 has been represented flow direction, and arrow 91 has represented that the mud slurry flows to.
The supporter of rotating mechanism comprises turntable 39, structural part 56 and Lian Suo spare, and turntable 39 comprises platform 39a and structural part 39b, and platform 39a goes up center fixation sleeve type structure spare 39b; Turntable 39 zygomorphy are provided with two trunk Liangping platform 42a, and the structural part 39b horizontal direction of platform 39a bottom is provided with ear seat 39d, are connected a pair of rope spare that connects between every side trunk Liangping platform and turntable 39; Connect the both sides that rope spare is separately positioned on platform 39a, its long axis is parallel with the length of trunk hanging beam, connect the wherein a pair of selection rigidity of rope spare and connect rope spare 84, these two company's rope spares are separately positioned on the platform 42a left and right sides, trunk Liangping, and its long axis is parallel with trunk Liangping platform length; It is hinged that rigidity connects an end and the ear seat 77 on the platform of trunk Liangping of rope spare 84, and it is hinged with fixed ear seat 85 on platform 39a that rigidity connects the other end of rope spare; Flexible company's rope spare adopts the carrying cable, and carrying cable 76c one end ties up on the top ear seat 61 of truss 56, and the carrying cable 76c the other end ties up on the platform 42a of trunk Liangping; Truss 56 is arranged on the platform 39a of turntable 39; The drive system of rotating mechanism is identical with embodiment 3.
The solid stake of the rotary drilling ii of system comprises rotary drive mechanism, power rail, sink-float body 101, sink-float body 67b, bores fluid circulation and drill bit 86b; Vertically the upside of platform is fixed on the sink-float body 101, and downside is fixed on and replaces the receipts water of sink-float body 101 to gather on the case 54; Power rail S9b bottom connects sink-float body 67b, sink-float body 67b circumferential wall 69b inlays a series of drill bit 86b in the lower end, drill bit 86b rotation cutout diameter is greater than the profile of sink-float body, drill bit 86b contacts with the basis 66 of the earth, power rail is through sliding contact in the rotating driving device, and rotary drive mechanism is arranged on the platform 39a of turntable 39; Power rail is fixed on the structural part 39a with removable fasteners, and rotary drive mechanism adopts diving impeller 37, and diving impeller 37 is suspended on the platform of trunk Liangping; Between turntable 39 bottoms and the sink-float body 67b bearing 71 is set; Bore fluid circulation and comprise brill liquid pipeline and excavating pump, the power rail of drill system and bit central are provided with bores liquid pipeline 86b, bores liquid pipeline 86b and is connected with excavating pump negative pressure mouth; 67b is provided with into brill liquid pipeline and valve 74 at the sink-float body.
In Fig. 4,5,10,16 and 17, show the embodiment 5 that use the whole complete back of the present invention in unlimited water area 45; This example is to adopt reactor 8b and activated sludge reactor 8c, wherein reactor 8c comprises gas injection tube 9a, the gas injection tube utilization connects rope spare A and is fixed on the rigid frame 3 * 1, gas injection tube is by taking over and the aeration pipeline connection that confluxes, and the aeration pipeline that confluxes is communicated with the aeration main by pipeline.
This routine water body maintenance system is with two sections core wall 38d3 the water body S1 that core wall 38a1 goes along with sb. to guard him to be divided into water body S1i1, S1i2 and S1ii, and reactor 8b or 8c are set respectively among water body S1i1, the S1i2; All the other are identical with embodiment 4.Core wall 38d3 top between water body S1i1, S1i2 and S1ii is provided with water inlet pipe mouth 88b, a pontoon type decanting pipe of straining water settling vessel 50 respectively is set about the horizontal platform of water body S1ii, the pontoon type decanting tube head is provided with floating drum 95, afterbody is provided with flexible connecting pipe 92, mud guiding slot 90 is the dish that grafts clay of uniform conical hopper, the dish that grafts clay seals with core wall all around, and the parts of straining the water settling vessel all utilize web member to be suspended on the trunk Liangping platform 42.The drive system of rotating mechanism is identical with embodiment 2.
The escape route system of the water up to standard of this example is: water up to standard from pontoon type decanting pipe 93, flexible connecting pipe 92, enter suction pump 58, suction pump 58 water outlets are taken over 61 by distributor head 64 right angles and are entered pipe core 59, pipe core 59 is provided with through hole 68 and is communicated with the annular cavity 72 that is provided with on the pedestal 67, annular cavity radially is provided with takes over 36, takes over 36 and is arranged in the basis; Distributor head 64 bottoms are provided with flange 98 and fix with fastening piece with the telescopic joint back at turntable center, and the distributor head center is provided with pipe core 59, and distributor head and pipe core 59 outer walls adopt mechanical seal 97.Distributor head top is provided with flange 63 johning knot member 39b, and structural part 39b top is provided with ear seat 62, and ear seat 62 connects the end of rope spare C (cable) 60, and the other end of cable 60 ties up to horizontal platform 42b and vertical platform 42a outermost end respectively, connects rope spare C; Its long axis is parallel with the length of trunk hanging beam.
Obviously, the relevant technologies feature can reasonably exchange and omit in the rights protection scope.

Claims (14)

1, a kind of purifier of hanging rotary biochemical reactor and basement construction system thereof, purifier comprise purification, water body, grid suspension, maintenance and maintenance system, spoil disposal suspension system and sequence control system; It is characterized in that the increase of this purifier is provided with purification suspension, water body containment system, technical process and piping system and aerating system; Purifier is provided with a purification at least, and purification comprises at least one reactor and reactor suspension; The reactor suspension comprises rigid frame (2) and connects rope spare A; Rigid frame (2) comprises a pair of branch line hanging beam (1) and framework (3), and two hanging beams (1) in a pair of branch line hanging beam are parallel to each other, and utilizes framework (3) fixedly to become rectangular platform; The outside surface of all reactors of each purification is connected with rigid frame (2) by connecting rope spare A; The purification suspension comprises trunk Liangping platform (42), rotating mechanism and Lian Suo spare B, trunk Liangping platform (42) comprises a pair of trunk hanging beam (22) and framework (20), two hanging beams (22) in a pair of trunk hanging beam are parallel to each other, and trunk hanging beam (22) and framework (20) fixedly become the main body that platform is arranged; The rigid frame of reactor suspension (2) is connected with the trunk Liangping platform (42) of purification suspension by connecting rope spare B; The trunk hanging beam of purification is a buttress bracing struts; Is connected by connecting rope spare B between trunk Liangping platform (42) and rigid frame (2), this is separately positioned on rigid frame 2 left and right sides to the rope spare B of company; An end that connects rope spare B is connected with trunk Liangping platform (42), and the other end is connected with rigid frame (2), and its length direction is parallel with branch line hanging beam length, and vertical with the length direction of trunk hanging beam; Even at least one pair of selects rigidity to connect rope spare among the rope spare B, and it is hinged with fixed ear seat on the platform of trunk Liangping that rigidity connects an end of rope spare, and the other end is with upward fixed ear seat is hinged at rigid frame (2); The water body containment system is included in and utilizes core wall to go along with sb. to guard him into piece shape water body (S1) in the waters, reactor is suspended on the bottom among the water body S1, water body (S1) comprises goes along with sb. to guard him wherein zone with the biochemical reactor of purification, core wall top is stretched out the water surface and is suspended on the platform of trunk Liangping, and the core wall bottom contacts with the basis; Raw water pipeline is advanced in core wall setting at the water body of going along with sb. to guard him, and except that the water body passage that is provided with, core wall cuts off water body (S1) and other water body substantially; Rotating mechanism comprises supporter and drive system, and trunk Liangping platform utilizes the rotating supporter of rotating mechanism to make a decision on big ground foundation; Trunk Liangping platform rotates under the drive system of rotating mechanism, the long axis that connects rope spare B and angle ± 45 of the tangential direction of drive system rotation °.
2, the purifier of hanging rotary biochemical reactor according to claim 1 is characterized in that, the supporter of described rotating mechanism comprises turntable, bearing, pedestal and fastening piece; Turntable comprises platform and axostylus axostyle, the axostylus axostyle axis overlaps with the platform vertical center line, the axostylus axostyle upper end is fixed on platform vertical centre bottom, the center of gravity vertical line of trunk Liangping platform overlaps with the platform vertical centre, trunk Liangping platform utilizes fastening piece to be fixedly installed on the platform, the axostylus axostyle lower end is arranged on the pedestal by bearing, and pedestal is fixed on the basis of the earth.
3, the purifier of hanging rotary biochemical reactor according to claim 2, it is characterized in that, the turntable of the supporter of described rotating mechanism is set up sleeve type structure spare and is connected rope spare C, its platform vertical center line overlaps with sleeve type structure spare longitudinal center line, and sleeve type structure spare is fixed on the platform; Both ends at every side trunk Liangping platform are connected a pair of rope spare C that connects respectively with between the sleeve type structure spare at least; Its long axis is parallel with the length of trunk hanging beam, connects the top that rope spare C one end ties up to sleeve type structure spare, connects the rope spare C the other end and ties up on the platform of trunk Liangping.
4, the purifier of hanging rotary biochemical reactor according to claim 3 is characterized in that, at least one pair of selects rigidity to connect rope spare among the rope spare C of company of the supporter of described rotating mechanism, and its length direction is parallel with trunk hanging beam length; This is hinged to an end and the ear seat on the platform of trunk Liangping that rigidity connects rope spare, and it is hinged with fixed ear seat on platform that rigidity connects the other end of rope spare.
5, the purifier of hanging rotary biochemical reactor according to claim 2 is characterized in that, the supporter of rotating mechanism is set up the cable lifting drive system of lifting trunk Liangping platform; Set up telescoping truss structure spare and connect rope spare on turntable, its platform vertical center line overlaps with the center of gravity vertical line of truss structure spare, and truss structure spare is fixed on the platform; Company's rope spare of this system selects rigidity to connect rope spare, and its long axis is parallel with trunk hanging beam length; This is hinged to an end and the ear seat on the platform of trunk Liangping that rigidity connects rope spare, and it is hinged with fixed ear seat on platform that rigidity connects the other end of rope spare; Lifting drive system comprises hitching machinery device, lifting cable, minor axis and guide wheel, the hitching machinery device is set on the turntable, ear seat on the cantilever lever of the truss structure spare hinged guide wheel of minor axis, one end of the lifting cable of every side trunk Liangping platform is connected with the driving wheel of hitching machinery device, and the other end of lifting cable is fixed on the truss structure spare after walking around the guide wheel at center of gravity place of guide wheel on the truss structure spare, trunk Liangping platform respectively.
6, the purifier of hanging rotary biochemical reactor according to claim 1, it is characterized in that, it is characterized in that the supporter of described rotating mechanism adopts rigid guideway guide wheel rotating mechanism, this mechanism comprises guide wheel group, rigid guideway and fixed rigidity core wall; At least one is the rigidity core wall that is fixed on the big ground foundation in going along with sb. to guard him the core wall of water body, and the rigidity core wall is circular for sealing, fixing rigid guideway on this wall; The both sides of each trunk Liangping platform utilize fastening piece that guide wheel group is installed respectively, guide wheel group comprises guide wheel, bearing and bearing pin, guide wheel is through on the bearing pin in the bearing, guide wheel is around the bearing pin rotation, the bearing pin two ends are fixed on the bearing, and bearing is fixed on the platform of trunk Liangping with fastening piece, and the guide wheel circumference is provided with one-sided rib groove, one-sided rib groove and rigid guideway engagement, one-sided rib groove is arranged on the rigid guideway inboard.
7, according to the basement construction system of the purifier of claim 2 or 3 or 4 or 5 described hanging rotary biochemical reactors, it is characterized in that the basement construction system of the solid stake of impact type drilling well comprises impact loop wheel machine, truss structure spare, power rail, sink-float cylindrical shell, bores fluid circulation and percussion bit; Power rail is an open tube, and sink-float cylindrical shell i is the bucket shape of the axis normal of bucket end back-off, and the tube end is provided with influent stream body pipeline and valve; Sink-float cylindrical shell ii is set in platform bottom, trunk Liangping, and sink-float cylindrical shell ii is provided with intake and exhaust adapter and valve; The power rail bottom is passed sink-float cylindrical shell i and is connected percussion bit, and the percussion bit diameter is greater than the profile of sink-float cylindrical shell, and percussion bit contacts with the basis of the earth, and power rail passes in the center splined hole of turntable also can slide up and down contact; Impact loop wheel machine and be installed on the truss structure spare, power rail top is connected on the driving wheel of loop wheel machine windlass by cable; Bore fluid circulation and comprise brill liquid pipeline and excavating pump, the power rail of drill system and bit central are provided with bores the liquid pipeline, bores the liquid pipeline and is connected with excavating pump negative pressure mouth; Fluid line by valve respectively with advance to bore liquid pipeline and the entrance pressure gas that contracts and be connected; Truss structure spare is arranged on the platform of turntable.
8, according to the basement construction system of the purifier of claim 2 or 3 or 4 or 5 or 7 described hanging rotary biochemical reactors, it is characterized in that the basement construction system of the solid stake of rotary drilling well comprises rotary driving machine, power rail, sink-float cylindrical shell, bores fluid circulation and rotary drilling-head; Power rail is an open tube, and sink-float cylindrical shell i is the bucket shape of the axis normal of bucket end back-off, and the tube end is provided with influent stream body pipeline and valve; Sink-float cylindrical shell ii is set in platform bottom, trunk Liangping, and sink-float cylindrical shell ii is provided with intake and exhaust adapter and valve; The power rail bottom connects the sink-float cylindrical shell i center of circle, a series of drill bits are inlayed in sink-float body circumferential wall lower end, drill bit rotation cutout diameter is greater than the profile of sink-float body, and drill bit contacts with the basis of the earth, and the power rail lower end utilizes removable fasteners to be fixed in the axostylus axostyle centre hole of turntable; The rotary driving machine device replaces with the diving impeller, and the diving impeller is suspended on the platform of trunk Liangping by web member; Rotary driving machine drives power rail by trunk Liangping platform and turntable and rotates; Bore fluid circulation and comprise brill liquid pipeline and excavating pump, the power rail of drill system and bit central are provided with bores the liquid pipeline, and the adapter of boring the liquid pipeline is communicated with excavating pump negative pressure mouth; Advance to bore liquid pipeline and valve in the setting of sink-float body.
9, the purifier of hanging rotary biochemical reactor according to claim 1, it is characterized in that, the water body containment system is with water body S1 separated into two parts S1i and S2ii with core wall, at S1i a kind of in biochemical membrane reactor of filler or the activated sludge reactor is set, solid-liquid separator is set in S1ii, solid-liquid separator is suspended on the platform of trunk Liangping by web member, and solid-liquid separator is inclined tube settler or strains a kind of in the water settling vessel.
10, according to the purifier of claim 1 or 9 described hanging rotary biochemical reactors, it is characterized in that, the water body containment system is to go along with sb. to guard him water body with core wall again in water body S1 periphery to constitute water body S3, water body S3 is the ring-type water body around the closure of water body S1 formation, at the core wall of going along with sb. to guard him water body S3 former water inlet is set, inlet at this former water is provided with grid suspension assembly, and grid hangs assembly and utilizes web member and this core wall to fix; Hang between the inlet of assembly, water body S3, core wall and the water body S1 from grid former aquaporin is set; At least one of them in several core walls of going along with sb. to guard him water body S1 periphery adopts fixedly core wall, and all the other core walls are suspended on the platform of trunk Liangping.
11, according to the purifier of claim 1 or 9 described hanging rotary biochemical reactors, it is characterized in that, the water body containment system is to go along with sb. to guard him water body with core wall again in water body S1 periphery to constitute water body S3, go along with sb. to guard him the waters with core wall again in water body S3 periphery and constitute water body S4, water body S3 and S4 are closed ring-type water bodys, at the core wall of going along with sb. to guard him water body S4 former water inlet is set, at the inlet of the former water of the core wall of outermost grid is set and hangs assembly, grid hangs assembly and utilizes web member and this core wall to fix; Former water hangs between assembly, water body S4, core wall inlet, water body S3 and the water body S1 from grid former aquaporin is set; At least one of them in several core walls of going along with sb. to guard him water body S1 periphery adopts fixedly core wall, and all the other core walls are suspended on the platform of trunk Liangping.
12, purifier according to claim 9 or 10 or 11 described hanging rotary biochemical reactors, it is characterized in that, the piping system that water up to standard is discharged in technical process and the piping system is that distributor head is set, pipe core is fixed on the pedestal, the annular cavity that is provided with on the through hole of pipe core bottom (68) and the pedestal is communicated with, pipe core passes the distributor head center and fixes with the end of work crane span structure, the distributor head bottom is provided with to be fixed with fastening piece after flange is connected with the sleeve type structure spare at turntable center, the right angle of distributor head is taken over and is communicated with sealing chamber, pipe core radially is provided with through hole (11) in the sealing chamber of distributor head, this through hole distributor head and pipe core outer wall place at two ends up and down adopts mechanical sealing member respectively, and the right angle is taken over, through hole (11), hollow pipe core (59), through hole (68), take over the adapter of product water and be communicated with.
13, according to the purifier of claim 1 or 9 or 11 or 12 described hanging rotary biochemical reactors, it is characterized in that, aerating system is that at least one aerator is set in water body, aerator is fixed on the platform of trunk Liangping by web member, and aerator is any in aeration head or activated sludge reactor or the underwater jet aeration machine.
14, according to the purifier of claim 1 or 9 or 11 or 12 described hanging rotary biochemical reactors, it is characterized in that, the drive system of rotating mechanism is that at least one diving impeller is set in the water body, and the diving impeller is suspended on the platform of trunk Liangping by web member.
CNA2006100725891A 2006-04-13 2006-04-13 Water purifier of hanging rotary biochemical reactor, its basement construction system Pending CN1834027A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101058458B (en) * 2007-04-26 2012-08-22 天津市石化通用机械研究所 Water purifying device and system for hanging swinging type biochemical reactor
CN111807616A (en) * 2020-07-07 2020-10-23 云锦华彰(北京)生物科技有限公司 Sewage purification device capable of controlling biotechnology

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101058458B (en) * 2007-04-26 2012-08-22 天津市石化通用机械研究所 Water purifying device and system for hanging swinging type biochemical reactor
CN111807616A (en) * 2020-07-07 2020-10-23 云锦华彰(北京)生物科技有限公司 Sewage purification device capable of controlling biotechnology

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