CN109227920A - Centrifugal concrete pile production line - Google Patents
Centrifugal concrete pile production line Download PDFInfo
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- CN109227920A CN109227920A CN201810748843.8A CN201810748843A CN109227920A CN 109227920 A CN109227920 A CN 109227920A CN 201810748843 A CN201810748843 A CN 201810748843A CN 109227920 A CN109227920 A CN 109227920A
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- production line
- mold
- concrete pile
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 52
- 239000004567 concrete Substances 0.000 title claims abstract description 39
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 29
- 230000002787 reinforcement Effects 0.000 claims abstract description 29
- 239000010959 steel Substances 0.000 claims abstract description 29
- 238000012423 maintenance Methods 0.000 claims abstract description 8
- 238000005119 centrifugation Methods 0.000 claims description 8
- 238000004140 cleaning Methods 0.000 claims description 7
- 238000012545 processing Methods 0.000 claims description 6
- 238000000034 method Methods 0.000 description 24
- 230000032258 transport Effects 0.000 description 24
- 230000008569 process Effects 0.000 description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 12
- 239000004744 fabric Substances 0.000 description 5
- 238000000465 moulding Methods 0.000 description 5
- 238000005457 optimization Methods 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 239000012535 impurity Substances 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000001427 coherent effect Effects 0.000 description 1
- 230000008034 disappearance Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 230000007115 recruitment Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000010025 steaming Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B15/00—General arrangement or layout of plant ; Industrial outlines or plant installations
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/02—Methods or machines specially adapted for the production of tubular articles by casting into moulds
- B28B21/10—Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means
- B28B21/22—Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means using rotatable mould or core parts
- B28B21/30—Centrifugal moulding
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/56—Methods or machines specially adapted for the production of tubular articles incorporating reinforcements or inserts
- B28B21/60—Methods or machines specially adapted for the production of tubular articles incorporating reinforcements or inserts prestressed reinforcements
- B28B21/62—Methods or machines specially adapted for the production of tubular articles incorporating reinforcements or inserts prestressed reinforcements circumferential laterally tensioned
Abstract
The present invention relates to a kind of centrifugal concrete pile production line, including feeding mould closing section, be centrifuged area, conserve area, it is characterised in that: further include mould carriage and successively sequence it is adjacent first across workshop, second across workshop, third across workshop；First across in workshop be equipped with for shelve maintenance after the first area with pile die；Second across the second area for handling mold upper mold section is equipped in workshop, in third across being equipped with third region for steel reinforcement cage to be installed on to mold female die in workshop, alternatively, being used for the second area of handling mold upper mold section across being equipped in workshop across the third region being equipped in workshop for steel reinforcement cage to be installed on to mold female die, in third second；Mould carriage can be moved back and forth with second across workshop first across workshop, and mould carriage can be moved back and forth across workshop and third across workshop along die length direction second.It is a kind of centrifugal concrete pile production line that is rationally distributed, ensuring demoulding and production orderly function, in favor of improving the automatization level of concrete-pile production.
Description
Technical field
The present invention relates to a kind of production lines of centrifugal concrete pile.
Background technique
Pretensioned prestressing centrifugal concrete pile is a kind of important pile foundation material in China, belongs to concrete product
The eighties of last century sixties can be traced in class technical field, the factorial production, in last century the eighties, as a kind of heavy type
Prefabricated components, master operation are reinforcing bar customized cut-off, and reinforcing bar installs end plate, belt end plate steel reinforcement cage is put at cage modle
Bed die clears up upper mold and bed die, separant coating, concrete stirring, cloth, molding, tensioning, centrifugal forming, steam curing, demoulding
Etc. processes, in order to realize the factorial production of centrifugation prefabricated pile, it would be desirable to which according to production efficiency, safety etc. carries out each process
Arrangement, to form reasonable assembly line, from that day for having centrifugal pile, the design of assembly line is always the sector professional weight
Point considers the problems of and whether an important ring for centrifugal concrete pile production technology, assembly line are reasonable, is related to product matter
Amount, production safety, production efficiency, labour labor intensity, be also relate to energy-saving and environmental protection now and whether have automatic
Change, the basis of intelligence production.
The present centrifugal concrete pile in China is mainly two kinds of flowing water forms: one is longitudinal flowing water, see " prestressed concrete
Tubular pole " Ruan Qinan work P30；A kind of factory of 55mPHC tubular pole disclosed in patent application No. is 200710036609.4
Room.Another kind is lateral flowing water, wherein lateral flowing water divides single span reciprocation type transverse direction the flowing water, " concrete-pile as written by Xiao Zou Wen again
With cement products " the 8th phase page 32 in 2012；And application No. is a kind of precast concretes of 201010604071.4 patent disclosure
The production method of stake；A kind of novel high-efficiency and energy-saving, environmentally-friendly centrifugal coagulation with the patent disclosure of application number 200910186075.2
Native stake manufacture system.With the circulating lateral flowing water of multispan, such as " concrete-pile and cement products " the 5th phase in 2006 of the grand work of tight will
Page 21.
The common single span in China now is not disclosed only in aforementioned document and multispan recycles lateral flowing water, is also disclosed with Korea Spro
The current horizontal assembly line layout of state and Japanese two countries.Longitudinal flowing water is mainly used in length greater than 30 meters in China, and diameter is big
In φ 600mm, centrifugal pile production, due to its one across that there are flowing water in workshop, between each process is unintelligible, crane is round-trip
It is easy to meet and discuss and is thus only limitted to the production of long stake.(because long stake is as with lateral flowing water, workshop width is very wide in production
It is unrealistic).Production as 30 meters or less centrifugal piles now generallys use lateral flowing water, has Single Span Workshop With production method, also has
Multi-span factory circulating production line, same crane, which all exists, in the layout of these lateral assembly lines carries difference more than several
Property workpiece, and more cranes are set between a standdle carrier, there is evacuation conflict when carrying different workpieces in crane, and
The good mold of prestressed stretch-draw is both needed to laterally be hoisted on centrifuge by crane, or therefrom turntable vehicle be laterally hoisted to from
In scheming, process of the mold on assembly line is by mold with crane from a setting to another setting, when two
It when across being operated between workshop, is then mainly had bad luck by trolley, i.e., mold is hung on by trolley by crane, arrived another across workshop
When, and place of working is hung to from trolley, all these all serious productions for restricting centrifugal concrete piles are to automation, intelligence side
To development.It can be seen that the work that these crane facilities are all engaged in multiple and different property processes from these background technique assembly lines
Make, for mold in place of working all without precise positioning, these are all unfavorable for automation, intelligentized realization.
Such as there are more in " concrete-pile and cement products " the 8th phase page 32 in 2012 written by Zou Wengang, the scheme of disclosure
There is conflict in crane, multispan circular route is located in three cranes in demoulding area in single span two-way process, in addition to one
Heavy-duty machine is exclusively used in being hung to stake autoclave (equipment of high-pressure steaming and cultivating), and other two cranes will tear upper mold open again will be upper and lower
Mould is transported to cloth stockline, there are round-trip conflict, has two cranes should will be on the good mold of automatic die assembly in Japanese production line
Cloth platform, the mold inverted running after again getting well cloth are lifted to tensioning, cross cloth platform again after prestressed stretch-draw is good and be hung to
Centrifuge centrifugation.In South Korea's production line, also there are two cranes to need the upper and lower mould of handling interval process, there are round-trip conflicts.
Now due to the gradually disappearance of China human mortality bonus, recruitment hardly possible, the status for staying work to be more difficult will restrict the production of China's prefabricated pile for a long time
Enterprise development.
How around centrifugal concrete pile mold transport, design it is reasonable there is automation and intelligent production line,
It has been the task of top priority, otherwise after three, five years, prefabricated pile enterprise will can be used without work.
Summary of the invention
The technical problem to be solved by the present invention is to provide for above-mentioned state of the art, one kind is rationally distributed, ensures
Demoulding and the centrifugal concrete pile production line for producing orderly function, in favor of improving the Automated water of concrete-pile production
It is flat.
The technical scheme of the invention to solve the technical problem is: a kind of centrifugal concrete pile production line, including
Feeding mould closing section is centrifuged area, conserves area, it is characterised in that: further include mould carriage and successively sequence adjacent first across workshop,
Second across workshop, third across workshop；First across in workshop be equipped with for shelve maintenance after the first area with pile die；?
Two across in workshop be equipped with for handling mold upper mold section second area, third across in workshop be equipped with for steel reinforcement cage to be installed
In the third region of mold female die, alternatively, second across in workshop be equipped with for steel reinforcement cage to be installed on mold female die
Third region, third across in workshop be equipped with for handling mold upper mold section second area；The mould carriage can be long along mold
Degree direction is moved back and forth with second across workshop first across workshop, mould carriage can along die length direction second across workshop and the
Three move back and forth across workshop.
In addition, mold female die by mould carriage can second across workshop and third across being transported between workshop.
Because, across being equipped in workshop for shelving the first area with pile die after maintenance, and being centrifuged, conserving and tearing open first
Die bolt process is successively adjacent three process, therefore above-mentioned centrifugation area, maintenance area, first area are located at first across workshop
Interior is a kind of preferable layout, preferably, being that will conserve area's setting between centrifugation area and first area, can be reduced handling in this way
Distance.
In the present invention, first across workshop, the second supply line across the mould carriage moved back and forth in workshop, with second across
Workshop, third can be mutual disconnected different supply line across the supply line for the mould carriage that workshop moves back and forth, to transport mould
Vehicle only directly cannot continuously run to third across workshop from first across workshop across running between workshop adjacent two.As most
Excellent scheme, above-mentioned mould carriage can be moved back and forth across workshop and third across workshop first across workshop, second along die length direction,
And mould carriage straight line on same supply line moves back and forth.Mould carriage in this way on same linear transport line only needs one
, save cost, and mould carriage straight line on same supply line move back and forth in first across, second across, third across factory
Room, three supply lines across workshop communicate, and transport is more coherent smooth, also can be reduced space occupied, and utilization of area rate is high.It certainly can also
To use two mould carriages on same linear transport line, wherein one moves back and forth with second across workshop first across workshop,
Another moves back and forth across workshop and third across workshop second.
Further improve, the side of the mould carriage be provided with can along die length direction first across workshop and the
The two pile transport vehicles moved back and forth across workshop.Pile transport vehicle is moved back and forth along die length direction can be reduced space occupied, utilization of area
Rate is high, and in addition pile transport vehicle is arranged in the side of mould carriage, and quickly the concrete-pile on mould carriage can be hung on pile transport vehicle, then
It allows pile transport vehicle to pass through second along die length direction and pile transport is rapidly completed across workshop.One mould carriage and a pile transport vehicle constitute one
Multiple groups delivery unit can be set side by side in a delivery unit, this production line, can make full use of each regional space, optimization layout.
It is further improved, between the third region and second area, is provided with the equipment for clearing up mold female die.?
Be shelved with the mould carriage of female die from second area via lower die cleaning equipment into third region moving process, lower die cleaning is set
Standby can be automatically performed removes the impurity on female die, without spending extra time to clear up mold.Clear up mold lower half
The equipment of mould can be automatic rotary brush, scrape the conventional equipments such as equipment clearly.
Support crab bolt equipment is torn open preferably, being equipped in above-mentioned first area.In above-mentioned first area or second
It is equipped in region and tears die bolt equipment open, selection is completed to tear support plate open in first area and tears die bolt process open, and stream is conducive to
The optimization of journey.Tearing support crab bolt equipment open can be used existing equipment.During tearing support crab bolt and support plate open, mold is put
It sets on mould carriage, the mold after the completion of removing can transport second area to by mould carriage, guarantee the automated job of assembly line.
It is further improved, the anchor of disassembly concrete-pile end is provided in the third region or in the second area
The equipment of solid plate and stretch board.Because in second area or third region (preferably second area) by concrete-pile from mould carriage
On hang, therefore tensioning crab bolt equipment is torn in setting open in second area or third region (preferably second area), to complete to tear open
Pulling plate process, this set is best, carries out tearing stretch board operation open again it is not necessary that centrifugal concrete pile is transported to other regions, shortens fortune
Defeated route optimizes assembly line, raising efficiency.Preferably during tearing tensioning crab bolt and stretch board open, the centrifugation coagulation
Native stake is shelved on pile transport vehicle.
As further optimization layout, upper mold section clearing zone is equipped in the second area side.It can be by upper mold section side
To upper mold section clearing zone is quickly hung to, completion to upper mold section is cleared up.Upper mold clearing zone, which refers to, carries out clearly the upper mold section of mold
The region of reason removes the impurity in upper mold section, can also be to upper mold section oiling.
As optimization, above-mentioned second across in workshop be equipped with the second feeding mould closing section, the second area, upper mold section clearing zone
Second is respectively positioned on across workshop；Upper mold section clearing zone is most preferably, after clearing up in this way to be arranged between second area and mould closing section
Upper half touches and also can quickly be hung to mould closing section and molded, and between the amount of making full use of region idle region, and can be reduced handling away from
From.It is described for steel reinforcement cage to be installed on to the area of mold female die in the third across being equipped with the first feeding mould closing section in workshop
Domain and steel reinforcement cage processing district are respectively positioned on the third across in workshop；First feeding mould closing section and the second feeding mould closing section are together
Constitute the feeding mould closing section.Second feeding mould closing section refers to that being irrigated concrete to the female die equipped with steel reinforcement cage feeds
Material, then region that mold upper mold section is covered to molding；First feeding mould closing section refers to the mold after molding to feeding
Carry out the region of prestressed stretch-draw.Each regional function division of labor is clear, when the second molding feeding zone carries out feeding molding process
It waits, has no effect on the steel reinforcement cage tension operation of the first feeding mould closing section, reduce time cost.
As advanced optimizing for space layout, steel reinforcement cage processing district is equipped in third region side.It in this way can be fast
Speed touches the lower half that steel reinforcement cage is hung in third region interior.
Preferably, tearing die bolt, demoulding tool upper mold section open, steel reinforcement cage being installed on mold female die in the fortune mould
It is completed on vehicle.
For convenience of lifting, first across workshop, second across workshop and third across being respectively equipped with lifting equipment in workshop.And it is each
The running track of lifting equipment in workshop is independently arranged, and is parallel to each other, so that the lifting equipment complete independently in each workshop
Respective process avoids the interference in production between each lifting equipment, keeps production process more smooth.
Mould carriage and pile transport vehicle can be band idler wheel trolley, are also possible to the chain mat machine transported with chain, are also possible to lean on
The means of transports such as the trolley of support roller rotation operation.
Compared with the prior art, the advantages of the present invention are as follows: by successively sequence adjacent first across workshop, second across factory
The region of different demoulding functions is arranged across workshop in room, third in each workshop, rationally distributed, do not interfere with each other, and between workshop
It is concatenated by mould carriage, makes entire demoulding assembly line more unobstructed, process is in good order, for the automation for realizing centrifugal concrete pile
Production provides may.When operation, mould carriage is run to the first first area across workshop, will be passed through by lifting equipment steam-cured
The mold with centrifugal concrete pile be hung to fortune template vehicle on, and on mould carriage complete tear open die bolt operation, it is optimal
It is to complete to tear support plate process open in first area；Then by mould carriage run to be located at second across in workshop or third across
Upper mold section is laterally hung second area by lifting equipment by the second area in workshop, then again will by weight handling appliance
Centrifugal concrete pile in mold is hung, optimal, and tearing open for the stretch board on centrifugal concrete pile is completed in third region
It removes, the mould carriage for being shelved with lower mold is run to third across the third region or second in workshop from second area across in workshop
Third region, and the process that steel reinforcement cage is installed on mold female die by completion in third region.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the embodiment of the present invention；
Fig. 2 is the structural schematic diagram that demoulding takes a region in the embodiment of the present invention.
Specific embodiment
The present invention will be described in further detail below with reference to the embodiments of the drawings.
It as shown in Figure 1, 2, is a preferred embodiment of the present invention.
A kind of centrifugal concrete pile production line, including feeding mould closing section B, centrifugation area A, maintenance area C, mould carriage 1 and successively
Across the workshop F1 of sequentially adjacent first, the second across workshop F2, across the workshop F3 of third；It is centrifuged area A, maintenance area C is located at first across factory
In room F1.Upper mold section clearing zone E is equipped in the side second area Q2.Upper mold section clearing zone E is preferably located at second area Q2 and feeds
Expect between the B of mould closing section.Steel reinforcement cage processing district D is equipped in the third region side Q3.
The first area Q1 for tearing die bolt open is equipped in the described first across workshop F1；In the described second across workshop F2
It is interior to be equipped with the second area Q2 for demoulding tool upper mold section, be equipped in across the workshop F3 of third for steel reinforcement cage to be installed on mold
The third region Q3 of female die.As an alternative, it is also possible to be equipped in the described second across workshop F2 for by steel reinforcement cage
It is installed on the third region Q3 of mold female die, is equipped with the second area for having upper mold section for demoulding in across the workshop F3 of third
Q2；Between third region Q3 and second area Q2, it is provided with the equipment 6 of cleaning mold female die.It is set in the Q1 of first area
Tear support crab bolt equipment 4 open.The disassembly anchor plate of concrete-pile end and setting for stretch board are provided in second area Q2
Standby 5.
Mould carriage 1 can be round-trip in the first across workshop F1, the second across workshop F2 and across the workshop F3 of third along die length direction
Operation, and the straight line on same supply line of mould carriage 1 moves back and forth.It tears die bolt, demoulding tool upper mold section open, pacify steel reinforcement cage
It is completed on mould carriage 1 loaded on mold female die.Mold female die by mould carriage 1 the second across workshop F2 and third across
It is transported between workshop F3.Lifting equipment 2 is respectively equipped in the first across workshop F1, the second across workshop F2 and across the workshop F3 of third.
Lifting equipment 2 touches to the upper lower half of lateral handling mold, mold, concrete-pile, steel reinforcement cage etc..
Being provided in the side of mould carriage 1 can be round-trip in the first across workshop F1 and the second across workshop F2 along die length direction
The pile transport vehicle 3 of operation.Pile transport vehicle 3 is also moved back and forth along preset route straight line.One mould carriage and a pile transport vehicle constitute one
Multiple groups delivery unit can be set side by side in a delivery unit, this production line,
The second feeding mould closing section B2 is equipped in second across workshop F2, second area Q2, upper mold section clearing zone E are respectively positioned on second
Across workshop F2；The first feeding mould closing section B1 is equipped in across the workshop F3 of third, for steel reinforcement cage to be installed on mold female die
Region Q3 and steel reinforcement cage processing district D are respectively positioned in across the workshop F3 of third；First feeding mould closing section B1 and the second feeding mould closing section B2
Feeding mould closing section B is constituted together.
The operation principle and process of this assembly line embodiment is as follows
By the operation of mould carriage 1 to first area Q1, steam-cured band will be passed through by the lifting equipment 2 in the first across workshop F1
There is the mold (mold and centrifugal concrete pile are not shown in drawing) of centrifugal concrete pile to be hung to first area from centrifugation area A
It on mould carriage 1 in Q1, then carries out tearing die bolt operation open in the Q1 of first area again, tearing die bolt operation open can be used now
There is mode, and complete to tear support plate process open in the Q1 of first area, support plate is the plate of tensioning, is resisted against mold side
On outer end face；Then mould carriage 1 is run along preset track straight line (direction shown in drawing arrow) to second area Q2,
The upper mold section of mold is laterally hung into second area Q2 to upper mold section clearing zone E by the lifting equipment 2 in the second across workshop F2,
Then the centrifugal concrete pile in mold is hung on pile transport vehicle 3 by the lifting equipment 2 in the second across workshop F2, optimal, fortune
Stake is transported to Q3 region of the third across workshop by stake vehicle 3, is completed on centrifugal concrete pile on the pile transport vehicle 3 in the Q3 of third region
The dismounting mode of the dismounting of stretch board (stretch board is not shown in drawing), stretch board can refer to the prior art, and stretch board is torn open
After removing, pile transport vehicle 3 finally transports first area Q1 via second area Q2, first area Q1 from third region Q3；Or it directly transports
The region Q3 out.Be shelved with the mould carriage 1 of lower mold half from second area Q2 via the equipment 6 of cleaning mold female die toward third area
Q3 movement is moved in domain, and lower die cleaning equipment 6 can remove the impurity on female die, and the mould carriage 1 for being shelved with lower mold enters third
Q3 is moved in region, steel reinforcement cage is hung to by the lifting equipment 2 in across the workshop F3 of third from perimeter be shelved on mould carriage 1 under
In half module, then the lifting equipment 2 in across the workshop F3 of third also hangs out the female die for being placed with steel reinforcement cage from third region Q3
To the first feeding mould closing section B1.
Through the first adjacent across workshop F1 of successively sequence, the second across workshop F2, across the workshop F3 of third, in each workshop
The region of different demoulding functions is set, it is rationally distributed, do not interfere with each other, and concatenated between workshop by mould carriage 3, allow entire demoulding
Assembly line is more unobstructed, and process is in good order, to realize that the automated production of centrifugal concrete pile provides possibility.Major advantage is
Demoulding takes stake, female die cleaning, dress steel reinforcement cage to complete on the car, and production capacity of each process on each operation ground compares
Equilibrium, each lifting equipment do not conflict mutually in operation, are easy to implement reasonable line tact, place of working quantity and position, from
It and is that good framework is established in the automation of entire assembly line and intelligentized realization.The assembly line is that lateral multispan follows bad production
Technique.
Although the preferred embodiment of the present invention has been described in detail above, it is to be clearly understood that for this field
Technical staff for, the invention may be variously modified and varied.Done within the spirit and principles of the present invention
What modification, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.
Claims (13)
1. a kind of centrifugal concrete pile production line, including feeding mould closing section (B) are centrifuged area (A), conserve area (C), feature exists
In: further include mould carriage (1) and successively sequence adjacent first across workshop (F1), second across workshop (F2), third across workshop
(F3)；Described first across being equipped in workshop (F1) for shelving the first area (Q1) with pile die after maintenance；Described
Two are used for the second area (Q2) of handling mold upper mold section across being equipped in workshop (F2), are used in third across interior be equipped with of workshop (F3)
Steel reinforcement cage is installed on to the third region (Q3) of mold female die, alternatively, being used to incite somebody to action across interior be equipped with of workshop (F2) described second
Steel reinforcement cage is installed on the third region (Q3) of mold female die, is used for handling mold upper mold section across interior be equipped with of workshop (F3) in third
Second area (Q2)；The mould carriage (1) can along die length direction first across workshop (F1) with second across workshop (F2)
It moves back and forth, the mould carriage (1) can transport back and forth across workshop (F2) and third across workshop (F3) along die length direction second
Row.
2. centrifugal concrete pile production line according to claim 1, it is characterised in that: the centrifugation area (A), maintenance area
(C) it is located at first across in workshop (F1).
3. centrifugal concrete pile production line according to claim 1, it is characterised in that: the mould carriage (1) can be along mold
Length direction is moved back and forth across workshop (F2) and third across workshop (F3) first across workshop (F1), second, and mould carriage (1) exists
Straight line moves back and forth on same supply line.
4. centrifugal concrete pile production line according to claim 1, it is characterised in that: in the side of the mould carriage (1)
Be provided with can along die length direction first across workshop (F1) and the second pile transport vehicle (3) moved back and forth across workshop (F2).
5. centrifugal concrete pile production line according to claim 1, it is characterised in that: in the third region (Q3) and the
Between two regions (Q2), it is provided with the equipment (6) of cleaning mold female die.
6. centrifugal concrete pile production line according to claim 1, it is characterised in that: set in the first area (Q1)
Tear support crab bolt equipment (4) open.
7. centrifugal concrete pile production line according to claim 1, it is characterised in that: in the first area (Q1) or
It is equipped in second area (Q2) and tears die bolt equipment open.
8. centrifugal concrete pile production line according to claim 1, it is characterised in that: in the second area (Q2) or
The anchor plate of disassembly concrete-pile end and the equipment (5) of stretch board are provided in the third region (Q3).
9. centrifugal concrete pile production line according to claim 1, it is characterised in that: in the side the second area (Q2)
Equipped with upper mold section clearing zone (E).
10. centrifugal concrete pile production line according to claim 9, it is characterised in that: described second across in workshop (F2)
Equipped with the second feeding mould closing section (B2), the second area (Q2), upper mold section clearing zone (E) are respectively positioned on second across workshop (F2)；
It is interior equipped with the first feeding mould closing section (B1) across workshop (F3) in the third, it is described for steel reinforcement cage to be installed on mold female die
Region (Q3) and steel reinforcement cage processing district (D) be respectively positioned on the third across in workshop (F3)；First feeding mould closing section (B1)
The feeding mould closing section (B) is constituted together with the second feeding mould closing section (B2).
11. centrifugal concrete pile production line according to claim 1, it is characterised in that: in the third region (Q3) one
Side is equipped with steel reinforcement cage processing district (D).
12. centrifugal concrete pile production line according to claim 1, it is characterised in that: tear die bolt, demoulding tool upper half open
Steel reinforcement cage is installed on mold female die and completes on the mould carriage (1) by mould.
13. centrifugal concrete pile production line according to claim 1, it is characterised in that: described first across workshop (F1),
Second across workshop (F2) and third across being respectively equipped with lifting equipment (2) in workshop (F3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810748843.8A CN109227920A (en) | 2018-07-10 | 2018-07-10 | Centrifugal concrete pile production line |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810748843.8A CN109227920A (en) | 2018-07-10 | 2018-07-10 | Centrifugal concrete pile production line |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109227920A true CN109227920A (en) | 2019-01-18 |
Family
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110774437A (en) * | 2019-08-27 | 2020-02-11 | 杨红平 | Automatic production line for concrete pipe piles |
Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2032793A1 (en) * | 1969-07-03 | 1971-06-24 | Siler Ag, Luzern (Schweiz) | System and method for shuttering and demoulding, cleaning and emptying of molds |
| CN101224602A (en) * | 2007-01-18 | 2008-07-23 | 中交三航局第三工程有限公司 | Production workshop for 55mPHC tubular pile |
| CN101885208A (en) * | 2009-09-21 | 2010-11-17 | 宁波一中管桩有限公司 | Method for manufacturing novel high-efficiency, energy-saving and environmentally-friendly centrifugal concrete pile |
| CN202062499U (en) * | 2011-04-15 | 2011-12-07 | 海通能源集团有限公司 | Twin-span rotary-type concrete tubular pile manufacturing device |
| CN102275219A (en) * | 2011-08-18 | 2011-12-14 | 广东建华管桩有限公司 | Automatic production line for pipe pile |
| CN102398305A (en) * | 2010-12-24 | 2012-04-04 | 宁波一中管桩有限公司 | Method for producing precast concrete piles |
| CN202357269U (en) * | 2011-09-16 | 2012-08-01 | 海通能源集团有限公司 | Three-span rotary type concrete pile tube manufacturing apparatus |
| CN202805405U (en) * | 2012-06-21 | 2013-03-20 | 上海中技桩业股份有限公司 | Automatic production line of centrifugal pile |
| CN202805406U (en) * | 2012-06-21 | 2013-03-20 | 上海中技桩业股份有限公司 | Improved production line of centrifugal pile |
| CN104710155A (en) * | 2013-12-12 | 2015-06-17 | 青岛昊河水泥制品有限责任公司 | Production technology of precast reinforced concrete piles |
| CN204566363U (en) * | 2015-03-30 | 2015-08-19 | 江苏扬泰中天管桩有限公司 | A kind of concrete tubular pile production system |
| JP2015218481A (en) * | 2014-05-16 | 2015-12-07 | 三谷セキサン株式会社 | Steel composite concrete pile, and manufacturing method for steel composite concrete pile |
| CN206346520U (en) * | 2016-10-31 | 2017-07-21 | 重庆锦川电力设施有限公司 | A kind of concurrent plant layout structure |
| CN209319993U (en) * | 2018-07-10 | 2019-08-30 | 俞向阳 | Centrifugal concrete pile production line |
-
2018
- 2018-07-10 CN CN201810748843.8A patent/CN109227920A/en active Pending
Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2032793A1 (en) * | 1969-07-03 | 1971-06-24 | Siler Ag, Luzern (Schweiz) | System and method for shuttering and demoulding, cleaning and emptying of molds |
| CN101224602A (en) * | 2007-01-18 | 2008-07-23 | 中交三航局第三工程有限公司 | Production workshop for 55mPHC tubular pile |
| CN101885208A (en) * | 2009-09-21 | 2010-11-17 | 宁波一中管桩有限公司 | Method for manufacturing novel high-efficiency, energy-saving and environmentally-friendly centrifugal concrete pile |
| CN102398305A (en) * | 2010-12-24 | 2012-04-04 | 宁波一中管桩有限公司 | Method for producing precast concrete piles |
| CN202062499U (en) * | 2011-04-15 | 2011-12-07 | 海通能源集团有限公司 | Twin-span rotary-type concrete tubular pile manufacturing device |
| CN102275219A (en) * | 2011-08-18 | 2011-12-14 | 广东建华管桩有限公司 | Automatic production line for pipe pile |
| CN202357269U (en) * | 2011-09-16 | 2012-08-01 | 海通能源集团有限公司 | Three-span rotary type concrete pile tube manufacturing apparatus |
| CN202805405U (en) * | 2012-06-21 | 2013-03-20 | 上海中技桩业股份有限公司 | Automatic production line of centrifugal pile |
| CN202805406U (en) * | 2012-06-21 | 2013-03-20 | 上海中技桩业股份有限公司 | Improved production line of centrifugal pile |
| CN104710155A (en) * | 2013-12-12 | 2015-06-17 | 青岛昊河水泥制品有限责任公司 | Production technology of precast reinforced concrete piles |
| JP2015218481A (en) * | 2014-05-16 | 2015-12-07 | 三谷セキサン株式会社 | Steel composite concrete pile, and manufacturing method for steel composite concrete pile |
| CN204566363U (en) * | 2015-03-30 | 2015-08-19 | 江苏扬泰中天管桩有限公司 | A kind of concrete tubular pile production system |
| CN206346520U (en) * | 2016-10-31 | 2017-07-21 | 重庆锦川电力设施有限公司 | A kind of concurrent plant layout structure |
| CN209319993U (en) * | 2018-07-10 | 2019-08-30 | 俞向阳 | Centrifugal concrete pile production line |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110774437A (en) * | 2019-08-27 | 2020-02-11 | 杨红平 | Automatic production line for concrete pipe piles |
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