CN208263129U - Concrete precast pile automatic production line system - Google Patents
Concrete precast pile automatic production line system Download PDFInfo
- Publication number
- CN208263129U CN208263129U CN201820680303.6U CN201820680303U CN208263129U CN 208263129 U CN208263129 U CN 208263129U CN 201820680303 U CN201820680303 U CN 201820680303U CN 208263129 U CN208263129 U CN 208263129U
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 54
- 230000002787 reinforcement Effects 0.000 claims abstract description 38
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 34
- 239000010959 steel Substances 0.000 claims abstract description 34
- 230000007246 mechanism Effects 0.000 claims description 33
- 238000004140 cleaning Methods 0.000 claims description 28
- 238000000034 method Methods 0.000 claims description 19
- 238000005086 pumping Methods 0.000 claims description 11
- 230000001680 brushing effect Effects 0.000 claims description 5
- 238000000926 separation method Methods 0.000 claims description 4
- 210000003205 muscle Anatomy 0.000 claims 1
- 238000005119 centrifugation Methods 0.000 description 5
- 239000003795 chemical substances by application Substances 0.000 description 4
- 230000006872 improvement Effects 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 238000005406 washing Methods 0.000 description 4
- 239000002699 waste material Substances 0.000 description 4
- 238000005345 coagulation Methods 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000005056 compaction Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000032258 transport Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000006187 pill Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 239000007921 spray Substances 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
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- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Piles And Underground Anchors (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
Abstract
The utility model discloses a kind of concrete precast pile automatic production line system, including the first mold conveyer, the second mold conveyer and first movement lifting body, the first mold conveyer is successively arranged mold clean station along the conveying direction of mold, puts steel reinforcement cage station and closes die worker position, the second mold conveyer is successively arranged along the conveying direction of mold closes bolt station and tensioning station, the first movement lifting body by the first mold conveyer lower mold and upper mold be transported on the second mold conveyer.In the utility model, layout of the concrete precast pile line production system in workshop is optimized.
Description
Technical field
The utility model belongs to technical field of buildings, is related to a kind of concrete precast pile automatic production line system.
Background technique
Concrete precast pile industry starts to walk to develop from the eighties in last century, has there is 30 years.National is prefabricated
Stake producer develops from coastal area toward hinterland, and now there are about 600 Duo Jian prefabricated pile factories, prefabricated pile dosage was from 2000
For 1300 myriametres to more than 300,000,000 meters in 2011, China was the maximum country of prefabricated pile dosage in the world.
For prefabricated pile factory, equipment is the basic unit that factory is produced, and reasonable device layout is to equilibrium
Capacity of equipment keeps logistical balancing, reduction production cost to play a crucial role.But the production line of prefabricated pile factory
Planning and design aspect still more lag, the normative text of prefabricated pile Design of Production Line of the domestic science for forming system not yet
Part, over 30 years, there is no too big improvement for prefabricated pile technical flow design, and process flow and layout designs have superiority and inferiority, fail
Reach the Efficiency Ratio of ideal input and output, or even the prefabricated pile factory having causes investment waste because planning and designing are unreasonable,
The factors such as technique " bottleneck ", security risk, production cost height seriously constrain the development of prefabricated pile industry.
In recent years, with the improvement application of part new equipment, process flow is also improved, the disclosure of the applicant's application
Number are as follows: the Chinese patent of CN105599128B proposes a kind of full-automatic tubular pole production line for being able to achieve automatic demoulding, for coagulation
The equipment of native prefabricated pile production line makes a large amount of improvement, but is the absence of excellent to the progress of workshop inner concrete prefabricated pile line production system
The integral layout of change, to constrain the raising of production efficiency.
Utility model content
In view of this, the purpose of this utility model is to provide a kind of concrete precast pile automatic production line system, with
Layout of the optimised coagulation soil prefabricated pile line production system in workshop.
In order to solve the above technical problems, the utility model provides a kind of concrete precast pile automatic production line system, packet
The first mold conveyer, the second mold conveyer and first movement lifting body are included, the first mold conveyer is along mold
Conveying direction is successively arranged mold clean station, puts steel reinforcement cage station and closes die worker position, and the second mold conveyer is along mould
The conveying direction of tool is successively arranged conjunction bolt station and tensioning station, the first movement lifting body are defeated by first mold
Lower mold and upper mold on machine is sent to be transported on the second mold conveyer.
Further, the mold stoppage in transit frequency of the first mold conveyer is different from the mould of the second mold conveyer
Has stoppage in transit frequency.
Further, the concrete precast pile automatic production line system is divided by concrete precast pile stake step,
Include:
The area Zhuan Long, for being transported steel reinforcement cage, fixed charge method end plate and tensioning component and being mounted on the predetermined position of lower mold；
Mould closing section for upper mold to be transported to above lower mold, and is fixedly connected on upper mold on lower mold；
Stretched zone, for the main reinforcement on steel reinforcement cage to be stretched to predetermined length；
Feed zone, in the die cavity for surrounding concrete delivery to upper mold and lower mold；
It is centrifuged area, for making concrete is closely knit to be under the influence of centrifugal force shaped to concrete precast pile；
Demoulding area, for removing upper mold from lower mold, to appear concrete precast pile；
The area Dao Zhuan, for overturning lower mold, so that concrete precast pile and lower mold separation；
Cleaning area, for cleaning the inner wall of upper mold and the inner wall of lower mold, and after cleaning by release agent brushing
Upper mold inner wall and lower mould inner wall on；
Wherein, the mold clean station of the first mold conveyer is located at cleaning area, the first mold conveyer
Put steel reinforcement cage station and be located at the area Zhuan Long, the first mold conveyer close die worker position, the first movement lifting body and
The conjunction bolt station of the second mold conveyer is located at mould closing section, and the tensioning station of the second mold conveyer is located at tensioning
Area.
Further, the concrete precast pile automatic production line system further include for by upper mold from described first
Mold conveyer is overturn to the mold mechanism that closes being located above the lower mold for closing die worker position, and the mold mechanism that closes is located at molding
Area.
Further, the concrete precast pile automatic production line system further includes axial conveyer and pumping machine, institute
It states axial conveyer and the pumping machine is located at feed zone, be equipped between the second mold conveyer and the axial conveyer
Second mobile lifting body, the pumping machine are positioned adjacent on the position of the axial conveyer and are used for towards upper mold under
Pump concrete in the die cavity that mold surrounds.
Further, the concrete precast pile automatic production line system further includes the machine of falling stake and tears upper die mechanism open, institute
The mobile lifting body of third is equipped between the machine of falling stake of stating and the first mold conveyer, the upper die mechanism of tearing open is positioned adjacent to
On the position of the machine of falling stake and for upper mold to be transported to first mold above the lower mold on the machine of falling stake
On conveyer.
Further, under the concrete precast pile automatic production line system further includes retainer and is detached from for guidance
The concrete precast pile of mold moves to the guide bracket at the retainer, and the retainer and the guide bracket are located to fall stake
Area.
Further, the concrete precast pile automatic production line system further includes being positioned adjacent to the retainer
End plate mechanism is torn open on position, and the end plate mechanism of tearing open is located at the area Dao Zhuan.
Further, the concrete precast pile automatic production line system is divided by concrete precast pile stake step,
Further include:
The area Bian Long, for working out steel reinforcement cage and fixed charge method end plate being mounted on to the end of steel reinforcement cage；
Wherein, the area Bian Long is connected with the area Zhuan Long by overhead chain conveyor.
Further, the area Bian Long is located above the cleaning area and/or the area Dao Zhuan.
Compared with prior art, the concrete precast pile automatic production line system of the utility model includes that the first mold is defeated
Machine is sent, the first mold conveyer is provided with mold clean station, puts steel reinforcement cage station and closes die worker position, due in mold clean
Station cleaning upper mold inner wall and/or lower mold inner wall needed for spend time, put steel reinforcement cage station place steel reinforcement cage,
Time for spending needed for fixed charge method end plate and tensioning component is closing die worker position for upper mold and is overturning to above lower mold and both making to buckle
Close needed for spend time it is roughly the same, therefore, when by mold clean station, put steel reinforcement cage station and close die worker position setting exist
When on the first mold conveyer, " cleaning upper mold inner wall and/or lower mold inner wall ", " place steel reinforcement cage, fixed charge method end plate and
Tensioning component " and " overturn upper mold to lower mold top and fasten the two " this three process are conveyed in the first mold
It is completed at the same time in the break-off time of machine.
Compared with prior art, the concrete precast pile automatic production line system of the utility model further includes the second mold
Conveyer and first movement lifting body, the second mold conveyer, which is provided with, closes bolt station and tensioning station, is closing bolt work
Upper mold is fastened as a whole with lower mold by die bolt on position, in tensioning station tensioning component by steel reinforcement cage main reinforcement tensioning
To 70% or so of its own intensity, since concrete precast pile is during stake processed, mold residence is closing bolt station, tensioning
Station and mold residence in washing station, put that reinforcing bar station, to close the time of die worker position different, therefore, first movement is jacked
Mechanism is arranged between the first mold conveyer and the second mold conveyer, realizes the first mold conveyer and the conveying of the second mold
Machine is worked with different stoppage in transit frequencies, friction speed.It is designed in this way, through optimised coagulation soil prefabricated pile line production system in workshop
Layout, with realize shorten concrete precast pile stake needed for cost time.
In the utility model, first movement lifting body by the first mold conveyer lower mold and upper mold transport
To the second mold conveyer.It is designed in this way, the lower mold and upper mold on the first mold conveyer are without passing through row
Vehicle is hoisted on the conjunction bolt station of the second mold conveyer.
Detailed description of the invention
Fig. 1 is the plane figure schematic diagram of the utility model concrete precast pile automatic production line system；
Fig. 2 is the side view of first longitudinal direction pipeline in Fig. 1；
Fig. 3 is the partial enlarged view in the area Tu2Zhong Daozhuan.
Specific embodiment
Technical solutions of the utility model in order to facilitate understanding are described in detail below in conjunction with attached drawing and specific embodiment.
In the utility model, the concrete precast pile includes but is not limited to the solid square pile for having end plate or end-plate-free, sky
Heart square pile, solid tubular pole, hollow shell pill, solid shaped pile, hollow shaped pile and bamboo joint pile.
Referring to Fig. 1, concrete precast pile automatic production line system, including the first mold conveyer 100, the second mold are defeated
Machine 200 and first movement lifting body 300 are sent, the first mold conveyer 100 is disposed with mold along the conveying direction of mold
Washing station 1001 puts steel reinforcement cage station 1002 and closes die worker position 1003, and the second mold conveyer 200 is along the conveying side of mold
Bolt station 2001 and tensioning station 2002 are closed to being disposed with, first movement lifting body 300 is by the first mold conveyer
Lower mold and upper mold on 100 are transported on the second mold conveyer 200.
Since upper mold is stopped in 1001 residence time of mold clean station, lower mold in mold clean station 1001
Time, lower mold put 1002 residence time of steel reinforcement cage station, lower mold is closing die worker position 1003 residence times and mould
Tool (in the utility model, the mold includes upper mold and lower mold) is different in 2002 residence time of tensioning station, therefore,
By mold clean station 1001, puts steel reinforcement cage station 1002 and closes 1003 setting of die worker position on the first mold conveyer 100,
Tensioning station 2002 is arranged on the second mold conveyer 200, the first mold conveyer 100 is to be different from the conveying of the second mold
The mold stoppage in transit frequency of machine 200 transports mold, to realize the stake speed processed for improving concrete precast pile.
It is to be understood that the definition of " the mold stoppage in transit frequency " is: within the unit time, mold conveyer pause fortune
Send the number of mold.The definition of mold stoppage in transit frequency is used in the embodiments of the present invention, i.e. the first mold conveyer
100 mold stoppage in transit frequency is the number that mold is transported in the pause of the first mold conveyer 100 within the unit time, and the second mold is defeated
The mold stoppage in transit frequency for sending machine 200 is then that the second mold conveyer 200 suspends the number for transporting mold within the unit time.
With reference to the time of existing concrete prefabricated pile cost needed for each stake step processed, mold is closing bolt station 2001
Roughly the same with the time of 200 break-off of the second mold conveyer needed for tensioning station 2002, mold is in mold clean station
1001, the time of 100 break-off of the first mold conveyer needed for putting steel reinforcement cage station 1002 and closing die worker position 1003 is substantially
Identical, the time > mold of mold 200 break-off of the second mold conveyer needed for closing bolt station 2001 is closing die worker
The time of first mold conveyer, 100 break-off needed for position 1003.Therefore, preferably the first mold conveyer in the present embodiment
The mold stoppage in transit frequency of 100 mold stoppage in transit frequency the second mold of > conveyer 200.
Referring to Fig. 1, concrete precast pile automatic production line system, including the area Zhuan Long 2, mould closing section 3, stretched zone 4, feeding
The step of area 5, centrifugation area 6, demoulding area 8, the area Dao Zhuan 9 and cleaning area 10, concrete precast pile one of which stake includes:
Step 1, in the area Zhuan Long 2 by steel reinforcement cage (steel reinforcement cage includes main reinforcement and the spiral bar that is welded in main reinforcement), fixing end
(fixed charge method end plate has two pieces to plate, and one piece is head plate, and one end that mold is located at tensioning component is arranged in head plate, and another piece is tailgate, tail
The one end of mold far from tensioning component is arranged in plate) and tensioning component be mounted on lower mold；Firstly, will at least partly fixing end
With clamping, screw, welding etc., any one or more mounting means is mounted on the inner wall of lower mold plate (head plate), secondly, will
Steel reinforcement cage, fixed charge method end plate (tailgate), tensioning fixed plate are transported on the inner wall of the lower mold in the area Zhuan Long 2, again, will at least
Part fixed charge method end plate (tailgate) is mounted on the inner wall of lower mold with any one or more mounting means such as clamping, screw, welding
On, finally, steel reinforcement cage by stretch board, tensioning positioning sleeve and tensioning screw rod (tensioning component include stretch board, tensioning fixed plate,
Tensioning positioning sleeve, tensioning screw rod) it is arranged in fixed charge method end plate (head plate)；
Upper mold and lower mold are fixed as whole mold in mould closing section 3 by step 2；Firstly, will be under in step 1
Mold and the steel reinforcement cage being arranged on lower mold, fixed charge method end plate, tensioning component are transported to from mould closing section 3 from the area Zhuan Long 2,
It is secondary, upper mold is fastened on above lower mold using clamping, again, is locked die bolt using die bolt retaining mechanism
Tightly so that upper mold and lower mold are closely fixed as whole mold；
Step 3 carries out tensioning to steel reinforcement cage in stretched zone 4；Firstly, the mold in step 2 is transported to stretched zone 4
Place again, fills big nut secondly, steel reinforcement cage is stretched to 70% or so of its own intensity by tensioning component by tensioning mechanism
Machine will drive big nut to rotate relative to the tensioning screw rod of tensioning component, until big nut is resisted against admittedly in direct or indirect mode
On the end face of fixed end plate (head plate)；
Step 4, in 5 pump concrete of feed zone；Firstly, the mold in step 3 is transported at feed zone 5, secondly,
Pumping machine will be in the die cavity of concrete pumping to mold；
Step 5 makes concrete compaction be shaped to concrete precast pile in centrifugation area 6；Firstly, by the mold in step 4
Be transported to centrifugation area 6 at, secondly, centrifuge according to preset rotation speed work 10min-18min so that concrete compaction at
Type is concrete precast pile, and again, after centrifuge stops working, hoisting mechanism improves the height that mold is located at tensioning component one end
Degree, so that mold tail end topples over the waste pulp water that mold generates in centrifugal process；
Step 6 removes upper mold in demoulding area 8 from lower mold；It is torn open firstly, the mold in step 5 is transported to
At mould area 8, secondly, the tensioning screw rod for tearing big nut machine driving big nut open relative to tensioning component rotates, so that big nut and fixation
End plate (head plate) separation, again, tears bolt mechanism open and removes die bolt from upper mold, finally, tearing upper die mechanism open for upper mold
Tool removes from lower mold and upper mold is placed on from cleaning area 10, is at least partially disposed in lower mould inner wall to realize to appear
On concrete precast pile；
Step 7 pours out the concrete precast pile of mould inner wall under fitting in the area Dao Zhuan 9；Start the machine of falling stake (due to tearing open
The area mould area 8 and Dao Zhuan 9 partially overlaps, and therefore, concrete precast pile and lower mold are not necessarily to movement after completing step 6) and drive
Lower mold rotation in dynamic step 6 so that concrete precast pile under the effect of gravity with lower mold separation and move to
In guide bracket；
Step 8 cleans the inner wall of upper mold and the inner wall of lower mold in cleaning area 10, and release agent brushing is existed
On upper mold inner wall and lower mould inner wall after cleaning；Firstly, by step 7 upper mold and lower mold be transported to clearly
Area 10 is washed, is sprayed secondly, cleaning machine sprays cleaning solution for washing away the concrete being attached on upper mold inner wall and cleaning machine
Cleaning solution is for washing away the concrete being attached on lower mould inner wall, and again, cleaning machine or other equipment exist release agent brushing
On the inner wall of the inner wall of upper mold and lower mold.
In the present embodiment, the mold clean station 1001 of the first mold conveyer 100 is located at cleaning area 10, and the first mold is defeated
The steel reinforcement cage station 1002 of putting of machine 100 is sent to be located at the area Zhuan Long 2, the die worker position 1003, first of closing of the first mold conveyer 100 is moved
The conjunction bolt station 2001 of dynamic lifting body 300 and the second mold conveyer 200 is located at mould closing section 3, the second mold conveyer 200
Tensioning station 2002 be located at stretched zone 4.
Referring to Fig. 1, in step 5, to make the intensity of concrete precast pile reach 40MPa or more, when mold completion is toppled over
When waste pulp water, the mold for being centrifuged area 6 is transported in the steam-cured pond in steam-cured area 7, and make mold is quiet in steam-cured pond to stop 1h to 2h,
Mold in steam-cured pond it is quiet stop 1h to 2h after, steam is passed through in steam-cured pond and temperature in steam-cured pond is made to be slowly increased to 90 DEG C extremely
100 DEG C, mold conserves 3h to 8h in the steam-cured pond that temperature is 90 DEG C to 100 DEG C, air pressure is 0.1MPa.Certainly, practical at this
In novel other embodiments, when concrete precast pile is mounted on the not high work-yard of intensity requirement, concrete precast pile
It natural curing can directly use for a period of time after centrifugation.
In step 5, to make the intensity of concrete precast pile reach 80MPa or more, when waste pulp water is toppled in mold completion
When, the mold for being centrifuged area 6 is transported in the autoclave in steam-cured area 7 and carries out high temperature steam curing, the maximum temperature in autoclave
It is 180 DEG C to 200 DEG C, saturated vapour pressure 1.0MPa, curing time 8h to 12h.
In the present embodiment, the area Dao Zhuan 9, cleaning area 10, the area Zhuan Long 2, mould closing section 3 and stretched zone 4 successively are longitudinally arranged to be formed
First longitudinal direction pipeline, is centrifuged area 6 and steam-cured area 7 is successively longitudinally arranged to form second longitudinal direction pipeline, and the setting of feed zone 5 is being opened
It draws and forms the first lateral transfer line between area 4 and centrifugation area 6, the setting of demoulding area 8 forms the between steam-cured area 7 and the area Dao Zhuan 9
Two lateral transfer lines.Concrete precast pile line production system with first longitudinal direction pipeline and second longitudinal direction pipeline is known as
Concrete precast pile two is arranged between one end of first longitudinal direction pipeline and one end of second longitudinal direction pipeline across line production system
There is the first lateral transfer line, is provided with second between the other end of first longitudinal direction pipeline and the other end of second longitudinal direction pipeline
Lateral transfer line, is designed in this way, and mold is along first longitudinal direction pipeline, the first lateral transfer line, second longitudinal direction pipeline and second
It is successively moved on lateral transfer line with the motion profile of " returning " font.
Referring to Fig. 1, the concrete precast pile automatic production line system of the present embodiment further includes axial conveyer 52 and pump
Machine 51 is sent, axial conveyer 52 and pumping machine 51 are located at feed zone 5, and pumping machine 51 is positioned adjacent to the position of axial conveyer 52
It goes up and pump concrete in the die cavity that is used to surround towards upper mold and lower mold, first longitudinal direction pipeline is located at according to stretched zone 4
And feed zone 5 is located at the first lateral transfer line and is not difficult to obtain, mold stretched zone 4 the direction of motion and mold in feed zone 5
The direction of motion be different, the second mobile lifting body is equipped between the second mold conveyer 200 and axial conveyer 52
53, realize that the second mold conveyer 200 and axial conveyer 52 are worked with different stoppage in transit frequencies, friction speed.
Referring to Fig. 1, concrete precast pile automatic production line system is divided by concrete precast pile stake step, is also wrapped
It includes:
The area Bian Long 1, for working out steel reinforcement cage and fixed charge method end plate and/or tensioning fixed plate being mounted on to the end of steel reinforcement cage；
Wherein, the area Bian Long 1 is connected with the area Zhuan Long 2 by overhead chain conveyor 20.Be designed in this way, the steel reinforcement cage woven without
Need to drive a vehicle can be transported to the area Zhuan Long 2.
Figure it is seen that the area Bian Long 1 is located at 9 top of cleaning area 10 and the area Dao Zhuan.When the area Bian Long 1 is located at cleaning area 10
When with 9 top of the area Dao Zhuan, it will be conveyed by the first mold after brushing release agent positioned at the upper mold of cleaning area 10 and lower mold
Machine 100 is transported to the area Zhuan Long 2.In the other embodiments of the utility model, the area Bian Long can be located at cleaning area and the area Dao Zhuan
One of them top.
Referring to fig. 2, concrete precast pile automatic production line system further includes the machine of falling stake 91 and tears upper die mechanism open, tears upper mold open
Mechanism is positioned adjacent on the position of the machine of falling stake 91 and for upper mold to be transported to the above the lower mold on the machine of falling stake 91
On one mold conveyer 100, the machine of falling stake 91 is used to adjust the inner wall direction of lower mold, to realize concrete precast pile in itself weight
Relative lower dies movement with the inner wall of lower mold until separating under the action of power, the machine of falling stake 91 and the first mold conveyer
The mobile lifting body of third is equipped between 100, when concrete precast pile is separated with the inner wall of lower mold, the mobile jack of third
Lower mold on the machine of falling stake 91 is transported on the first mold conveyer 100 by structure.
Referring to Fig. 3, concrete precast pile automatic production line system further includes retainer 93 and is detached from lower die for guiding
The concrete precast pile of tool moves to the guide bracket 94 at retainer 93, and retainer 93 and guide bracket 94 are located at the area Dao Zhuan 9.
From figure 3, it can be seen that moved at retainer 93 for guiding concrete prefabricated pile, the guide bracket 94 of the present embodiment
Upper surface is inclined-plane.
Preferably, concrete precast pile automatic production line system further includes being positioned adjacent on the position of retainer 93
It tears end plate mechanism open, tears end plate mechanism open and be located at the area Dao Zhuan 9.Tear open end plate mechanism can will be resisted against it is concrete prefabricated at retainer 93
Fixed charge method end plate, tensioning fixed plate in stake remove.
Referring to Fig. 1, concrete precast pile automatic production line system further includes for conveying upper mold from the first mold
The overturning of machine 100 closes mold mechanism 31 to above the lower mold for closing die worker position 1003, closes mold mechanism 31 and is located at molding
Area 3.Closing mold mechanism 31 and tearing upper die mechanism open can be same set of mechanism.
First mold conveyer, the second mold conveyer, first movement lifting body, clamping, die bolt locking
Mechanism, dress big nut machine, pumping machine, centrifuge, hoisting mechanism, steam-cured pond, tears bolt mechanism, the machine of falling stake, cleaning open at tensioning mechanism
Machine, the mobile lifting body of third, tears big nut machine, axial conveyer, overhead chain conveyor, high pressure open at the second mobile lifting body
Kettle, retainer, guide bracket, the equipment tearing end plate mechanism open etc. and referring in specific embodiment of the present invention are existing skill
Art.
Above are merely preferred embodiments of the utility model, the protection scope of the utility model is limited with claim
Range subject to, several improvement and profit that those skilled in the art make without departing from the spirit and scope of the utility model
Decorations, also should be regarded as the protection scope of the utility model.
Claims (10)
1. concrete precast pile automatic production line system, which is characterized in that conveyed including the first mold conveyer, the second mold
Machine and first movement lifting body, the first mold conveyer along the conveying direction of mold be successively arranged mold clean station,
It puts steel reinforcement cage station and closes die worker position, the second mold conveyer is successively arranged along the conveying direction of mold and closes bolt station
With tensioning station, the first movement lifting body by the first mold conveyer lower mold and upper mold be transported to
On the second mold conveyer.
2. concrete precast pile automatic production line system as described in claim 1, which is characterized in that the first mold conveying
The mold stoppage in transit frequency of machine is different from the mold stoppage in transit frequency of the second mold conveyer.
3. concrete precast pile automatic production line system as described in claim 1, which is characterized in that the concrete precast pile
Automatic production line system is divided by concrete precast pile stake step, comprising:
The area Zhuan Long, for being transported steel reinforcement cage, fixed charge method end plate and tensioning component and being mounted on the predetermined position of lower mold；
Mould closing section for upper mold to be transported to above lower mold, and is fixedly connected on upper mold on lower mold；
Stretched zone, for the main reinforcement on steel reinforcement cage to be stretched to predetermined length；
Feed zone, in the die cavity for surrounding concrete delivery to upper mold and lower mold；
It is centrifuged area, for making concrete is closely knit to be under the influence of centrifugal force shaped to concrete precast pile；
Demoulding area, for removing upper mold from lower mold, to appear concrete precast pile；
The area Dao Zhuan, for overturning lower mold, so that concrete precast pile and lower mold separation；
Cleaning area, for cleaning the inner wall of upper mold and the inner wall of lower mold, and by release agent brushing after cleaning upper
On mould inner wall and lower mould inner wall；
Wherein, the mold clean station of the first mold conveyer is located at cleaning area, and the first mold conveyer puts steel
Muscle cage station is located at the area Zhuan Long, and the first mold conveyer closes die worker position, the first movement lifting body and described
The conjunction bolt station of second mold conveyer is located at mould closing section, and the tensioning station of the second mold conveyer is located at stretched zone.
4. concrete precast pile automatic production line system as claimed in claim 3, which is characterized in that the concrete precast pile
Automatic production line system further include for by upper mold from the first mold conveyer overturn to be located at close die worker position
Mold mechanism is closed above lower mold, the mold mechanism that closes is located at mould closing section.
5. concrete precast pile automatic production line system as claimed in claim 3, which is characterized in that the concrete precast pile
Automatic production line system further includes axial conveyer and pumping machine, and the axial direction conveyer and the pumping machine are located at feeding
Area is equipped with the second mobile lifting body, the pumping machine setting between the second mold conveyer and the axial conveyer
Pump concrete in die cavity on the position of the neighbouring axial conveyer and for being surrounded towards upper mold and lower mold.
6. concrete precast pile automatic production line system as claimed in claim 3, which is characterized in that the concrete precast pile
Automatic production line system further includes the machine of falling stake and tears upper die mechanism open, is set between the machine of falling stake and the first mold conveyer
Have a mobile lifting body of third, it is described tear open upper die mechanism be positioned adjacent on the position of the machine of falling stake and be used for by upper mold from
It is transported on the first mold conveyer above lower mold on the machine of falling stake.
7. concrete precast pile automatic production line system as claimed in claim 3, which is characterized in that the concrete precast pile
Automatic production line system further includes that retainer and the concrete precast pile for guiding disengaging to play mold move to the stop
Guide bracket at device, the retainer and the guide bracket are located at the area Dao Zhuan.
8. concrete precast pile automatic production line system as claimed in claim 7, which is characterized in that the concrete precast pile
Automatic production line system further includes being positioned adjacent to tear end plate mechanism open on the position of the retainer, described to tear end plate mechanism open
Positioned at the area Dao Zhuan.
9. concrete precast pile automatic production line system as claimed in claim 3, which is characterized in that the concrete precast pile
Automatic production line system is divided by concrete precast pile stake step, further includes:
The area Bian Long, for working out steel reinforcement cage and fixed charge method end plate being mounted on to the end of steel reinforcement cage；
Wherein, the area Bian Long is connected with the area Zhuan Long by overhead chain conveyor.
10. concrete precast pile automatic production line system as claimed in claim 9, which is characterized in that the area Bian Long is located at
Above the cleaning area and/or the area Dao Zhuan.
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2018202540652 | 2018-02-12 | ||
| CN201820254065 | 2018-02-12 | ||
| CN201810286764X | 2018-03-30 | ||
| CN201810286764 | 2018-03-30 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208263129U true CN208263129U (en) | 2018-12-21 |
Family
ID=64681391
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810423028.4A Withdrawn CN109910167A (en) | 2018-02-12 | 2018-05-05 | A kind of production technology of prefabricated pile |
| CN201820680303.6U Active CN208263129U (en) | 2018-02-12 | 2018-05-08 | Concrete precast pile automatic production line system |
| CN201810429702.XA Withdrawn CN110154222A (en) | 2018-02-12 | 2018-05-08 | Concrete precast pile automatic production line system |
| CN201820676676.6U Active CN208263128U (en) | 2018-02-12 | 2018-05-08 | Concrete precast pile two is across line production system |
| CN201810429658.2A Withdrawn CN110154221A (en) | 2018-02-12 | 2018-05-08 | Concrete precast pile two is across line production system |
| CN201820674474.8U Active CN208263143U (en) | 2018-02-12 | 2018-05-08 | Bian Long mechanism and concrete precast pile automatic production line system |
| CN201810429705.3A Withdrawn CN110154226A (en) | 2018-02-12 | 2018-05-08 | Bian Long mechanism and concrete precast pile automatic production line system |
| CN201810530407.3A Withdrawn CN110480821A (en) | 2018-02-12 | 2018-05-29 | Concrete precast pile automatic production line workshop and production system |
| CN201810530193.XA Withdrawn CN110154223A (en) | 2018-02-12 | 2018-05-29 | A kind of production technology of prefabricated pile |
| CN201820815993.1U Active CN208788805U (en) | 2018-02-12 | 2018-05-29 | A kind of concrete precast pile automatic production line |
| CN201820815641.6U Active CN208788804U (en) | 2018-02-12 | 2018-05-29 | Concrete precast pile automatic production line workshop and production system |
| CN201810530194.4A Withdrawn CN110480820A (en) | 2018-02-12 | 2018-05-29 | A kind of concrete precast pile automatic production line |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810423028.4A Withdrawn CN109910167A (en) | 2018-02-12 | 2018-05-05 | A kind of production technology of prefabricated pile |
Family Applications After (10)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810429702.XA Withdrawn CN110154222A (en) | 2018-02-12 | 2018-05-08 | Concrete precast pile automatic production line system |
| CN201820676676.6U Active CN208263128U (en) | 2018-02-12 | 2018-05-08 | Concrete precast pile two is across line production system |
| CN201810429658.2A Withdrawn CN110154221A (en) | 2018-02-12 | 2018-05-08 | Concrete precast pile two is across line production system |
| CN201820674474.8U Active CN208263143U (en) | 2018-02-12 | 2018-05-08 | Bian Long mechanism and concrete precast pile automatic production line system |
| CN201810429705.3A Withdrawn CN110154226A (en) | 2018-02-12 | 2018-05-08 | Bian Long mechanism and concrete precast pile automatic production line system |
| CN201810530407.3A Withdrawn CN110480821A (en) | 2018-02-12 | 2018-05-29 | Concrete precast pile automatic production line workshop and production system |
| CN201810530193.XA Withdrawn CN110154223A (en) | 2018-02-12 | 2018-05-29 | A kind of production technology of prefabricated pile |
| CN201820815993.1U Active CN208788805U (en) | 2018-02-12 | 2018-05-29 | A kind of concrete precast pile automatic production line |
| CN201820815641.6U Active CN208788804U (en) | 2018-02-12 | 2018-05-29 | Concrete precast pile automatic production line workshop and production system |
| CN201810530194.4A Withdrawn CN110480820A (en) | 2018-02-12 | 2018-05-29 | A kind of concrete precast pile automatic production line |
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| Country | Link |
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| CN (12) | CN109910167A (en) |
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| CN110154222A (en) * | 2018-02-12 | 2019-08-23 | 周兆弟 | Concrete precast pile automatic production line system |
| CN114700446A (en) * | 2022-05-07 | 2022-07-05 | 中国核工业电机运行技术开发有限公司 | Reinforcing cage binding and forming production line |
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2018
- 2018-05-05 CN CN201810423028.4A patent/CN109910167A/en not_active Withdrawn
- 2018-05-08 CN CN201820680303.6U patent/CN208263129U/en active Active
- 2018-05-08 CN CN201810429702.XA patent/CN110154222A/en not_active Withdrawn
- 2018-05-08 CN CN201820676676.6U patent/CN208263128U/en active Active
- 2018-05-08 CN CN201810429658.2A patent/CN110154221A/en not_active Withdrawn
- 2018-05-08 CN CN201820674474.8U patent/CN208263143U/en active Active
- 2018-05-08 CN CN201810429705.3A patent/CN110154226A/en not_active Withdrawn
- 2018-05-29 CN CN201810530407.3A patent/CN110480821A/en not_active Withdrawn
- 2018-05-29 CN CN201810530193.XA patent/CN110154223A/en not_active Withdrawn
- 2018-05-29 CN CN201820815993.1U patent/CN208788805U/en active Active
- 2018-05-29 CN CN201820815641.6U patent/CN208788804U/en active Active
- 2018-05-29 CN CN201810530194.4A patent/CN110480820A/en not_active Withdrawn
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110154222A (en) * | 2018-02-12 | 2019-08-23 | 周兆弟 | Concrete precast pile automatic production line system |
| CN114700446A (en) * | 2022-05-07 | 2022-07-05 | 中国核工业电机运行技术开发有限公司 | Reinforcing cage binding and forming production line |
| CN114700446B (en) * | 2022-05-07 | 2023-06-20 | 中国核工业电机运行技术开发有限公司 | Reinforcement cage binding and forming production line |
Also Published As
| Publication number | Publication date |
|---|---|
| CN208263128U (en) | 2018-12-21 |
| CN110154222A (en) | 2019-08-23 |
| CN109910167A (en) | 2019-06-21 |
| CN208263143U (en) | 2018-12-21 |
| CN110480821A (en) | 2019-11-22 |
| CN110154226A (en) | 2019-08-23 |
| CN110480820A (en) | 2019-11-22 |
| CN110154221A (en) | 2019-08-23 |
| CN208788804U (en) | 2019-04-26 |
| CN208788805U (en) | 2019-04-26 |
| CN110154223A (en) | 2019-08-23 |
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