CN209633327U - A kind of underground production system of precast prestressed concrete floor - Google Patents
A kind of underground production system of precast prestressed concrete floor Download PDFInfo
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- CN209633327U CN209633327U CN201821969969.XU CN201821969969U CN209633327U CN 209633327 U CN209633327 U CN 209633327U CN 201821969969 U CN201821969969 U CN 201821969969U CN 209633327 U CN209633327 U CN 209633327U
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- die station
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- floor
- production system
- shear wall
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Abstract
The utility model discloses a kind of underground production systems of precast prestressed concrete floor, one or more subsystems including being set to underground, and each subsystem is made of a three-dimensional die station system with a floor transportation system；Three-dimensional die station system includes that underground shear wall, multilayer die station and cross wall are constituted；Multilayer die station is overhang by Cantilever Beams in the two sides of underground shear wall, and mobile napper is equipped in every layer of die station, and mobile napper can longitudinally carry out moving plucking along die station, realizes the plucking in the precast floor slab production process in every layer of die station；It is equipped with concrete conveying pipe above every layer of die station, stock inlet and grout outlet are equipped on concrete conveying pipe, stock inlet realizes the slip casting to the inside of template for connecting grouting device；Both ends of underground shear wall and vertical with underground shear wall are set in the cross wall；The setting of floor transportation system is in the three-dimensional die station system unilateral side or two sides, the floor completed for transporting cutting.
Description
Technical field
The utility model relates to a kind of technical field for producing prefabricated components, a kind of particularly precast prestressed concrete
The underground production system of floor.
Background technique
It is " a kind of prefabricated panel or floor production line " in patent name, in the patent of Patent No. 201621429169.X
Disclose a kind of prefabricated panel or floor production line, the characteristics of technical solution is platform mould (namely workbench) according to certain
Process sequence flows to the corresponding station of each process by the conveyer system of production line, and each station is completed in mold platform
Place mold, by distribution device into mold cloth, then by tamping equipment the concrete vibrating in mold is closely knit, so
After conserved, maintenance after the completion of carry out demoulding, lifting.The shortcomings that patent, is that required space is big, and space utilization rate is low, and
Frequent formwork, demoulding are needed, production efficiency is low.
It is " a kind of underground precuring storehouse and prefabricated components production system " containing the underground precuring storehouse in patent name, specially
Benefit number does not have to occupy for precuring station is removed the station position on preform production line in 201520189715.6 patent
Station on assembly line reduces the quantity of station on assembly line, can reduce the length of workshop in this way, that is, reduces the land occupation of workshop
Area saves workshop building cost.The shortcomings that technical method, is, curing system precuring station is only removed prefabricated component
Station position on production line to reduce the length of workshop, and then reduces the occupied area of workshop, produces effects and be not obvious；
And the underground space is not made full use of, without sufficiently improving the useful space of workshop.
Utility model content
In order to solve the technical problems existing in the prior art, the utility model provides a kind of underground and pours, conserves, cuts
It cuts, transport integrated precast floor slab solid production system.Meanwhile the utility model devises one kind and the production system phase
What is answered includes underground structure system, and the technical program is greatly improved the effective production space of workshop, and then improves the utilization of workshop
Rate.
The technical solution adopted in the utility model is as follows:
A kind of underground production system of precast prestressed concrete floor, one or more subsystems including being set to underground
System, each subsystem are made of a three-dimensional die station system with a floor transportation system；
The solid die station system includes that underground shear wall, multilayer die station and cross wall are constituted；The multilayer die station is logical
Cantilever Beams overhanging is crossed in the two sides or side of underground shear wall, mobile napper is installed in every layer of die station, it is described
Mobile napper can longitudinally carry out moving plucking along die station, realize the drawing in the precast floor slab production process in every layer of die station
Hair；Concrete conveying pipe is equipped with above every layer of die station, on the concrete conveying pipe be equipped with stock inlet and
Grout outlet, the stock inlet realize the slip casting to the inside of template for connecting grouting device；The cross wall is set to underground
Both ends of shear wall and vertical with underground shear wall；
The floor transportation system setting is in the three-dimensional die station system unilateral side or two sides, for transporting cutting completion
Floor.
Further, the floor transportation system includes floor placement platform, elevating mechanism and grabbing device, described
Floor placement platform for placing floor, it is high to required die station that the elevating mechanism goes up and down floor placement platform
Degree, the grabbing device are used to grab the floor that cutting is completed and are moved to placement platform.
Further, guide rail is equipped on the ground of underground shear wall two sides or unilateral side；The floor transportation system
It can be moved along the guide rail with grouting device.
Further, the underground shear wall can be determined having a size of length according to underground pond actual size, can reach
100m is longer；The height of underground shear wall determines that bottom die station is placed in underground pond bottom surface according to the die station number of plies overhang out,
It is up every to overhang one layer of die station out, need the height of about 1.5m to increase, and wall rises top layer die station about 1.5m to be higher by.Separately
Outside, if one layer of ground is also used as production space, top layer die station is concordant with ground, and the underground shear wall rises nothing at this time
It need to be higher by top layer die station, concordant with ground, top layer die station is for one layer of ground production and application at this time.
Further, girder steel, steel truss or concrete hanging top can be used in the Cantilever Beams, the girder steel,
Die station is laid on steel truss or concrete hanging top.
Further, the die station can be used for adapting to prestressing force superimposed sheet test specimen production with ribbing, and corresponding mating component
Installation (such as mobile napper, concrete discharge port, floor transmission device), floor width may be designed as 0.5m~
2.1m。
Further, the Cantilever Beams when installing or pouring can according to the pre-set up tilt angle of amount of deflection of calculating,
Guarantee that die station holding is horizontal when being produced after being laid with die station and installation relevant device.
Further, every layer of die station is corresponded on the cross wall and is provided with a round road, when as prestressed reinforcement of tensioning
Reinforcing bar channel.
Further, in the lower section proper site in every round road, it is provided with platform, as prestressed reinforcement of tensioning
When, tensioning equipment is installed and facilitates the platform of worker operation.
Since the precast floor slab uses self-compacting concrete, so there is no need to tamping equipment is arranged；After the completion of cloth, slip casting dress
It sets and is moved to die station system end side, exit work and leave the transport channel between die station system；
The entire underground pond can be used as steam-cured container, using the steam-cured scheme in underground, realize steam-cured in production process；
Further, it is internally provided with divider in each die station, can be cut by the size flexible arrangement of required precast floor slab
The presstressed reinforcing steel in divider need to be only cut off when cutting, and monolithic floor can be split.
Technical solutions of the utility model bring the utility model has the advantages that
1. the utility model extends production space to underground, and proposes novel production system, expanding plant produced
While space, its space utilization rate is also improved, to comprehensively improve the production capacity of factory；
2. the large-scale die station system that the utility model uses, cooperation floor cuts system, floor transportation system, this is novel
Floor production method substantially increase production efficiency.The production method of this innovation can carry out floor cutting according to demand,
Without the platform mould using excessive size, production cost is reduced, benefit is improved.
Detailed description of the invention
The accompanying drawings constituting a part of this application is used to provide further understanding of the present application, and the application's shows
Meaning property embodiment and its explanation are not constituted an undue limitation on the present application for explaining the application.
Fig. 1 is the prefabricated floor underground production system floor map according to one or more embodiments；
Fig. 2 is the three-dimensional die station system stereoscopic schematic diagram according to one or more embodiments；
In figure: 1- solid die station system；2- guide rail；3- hopper；4- movable type napper；5- cross wall；The outlet of 6- underground pond；
7- floor transport device；8- (multilayer) die station；The underground 9- shear wall.
Specific embodiment
It is noted that following detailed description is all illustrative, it is intended to provide further instruction to the application.Unless another
It indicates, all technical and scientific terms used herein has usual with the application person of an ordinary skill in the technical field
The identical meanings of understanding.
It should be noted that term used herein above is merely to describe specific embodiment, and be not intended to restricted root
According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singular
Also it is intended to include plural form, additionally, it should be understood that, when in the present specification using term "comprising" and/or " packet
Include " when, indicate existing characteristics, step, operation, device, component and/or their combination；
As background technique is introduced, deficiency exists in the prior art, in order to solve technical problem as above, the application
Propose a kind of underground production system of precast prestressed concrete floor:
Technical problem to be solved in the utility model:
1. the utility model under conditions of factory site is certain, is developed the underground space, is effectively produced to solve factory
The problem of insufficient space；
2. the utility model utilizes the production line of three-dimensional, factory floor space utilization rate is improved, and then improve production capacity；
3. the production system of the utility model exploitation can realize that the batch of precast prestressed concrete floor efficiently produces.
In a kind of typical embodiment of the application, assembled architecture prefabricated components as shown in Figure 1 and Figure 2 production plant
Underground production space (underground pond), design the underground pond solid production system of a precast prestressed concrete floor；It is described
Production system is made of one or more subsystems, and each subsystem is by a three-dimensional die station system 1 and a floor transport
System 7 is constituted；
Three-dimensional die station system 1 overhangs multilayer die station 8 out by underground shear wall 9,9 two sides of underground shear wall and underground shears
The cross wall 5 at the longitudinal both ends of wall 9 is constituted；
Multilayer die station is overhang by Cantilever Beams (is located at top and bottom in the two sides of underground shear wall or side in Fig. 1
Subsystem be unilateral die station, being located in the middle subsystem is bilateral die station)；
Mobile napper 4 is installed in every layer of die station, the mobile napper 4 can longitudinally be moved along die station
Dynamic plucking, realizes the plucking in the precast floor slab production process in every layer of die station；
It is equipped with concrete conveying pipe above every layer of die station, is equipped on the concrete conveying pipe into slurry
Mouth and grout outlet, the stock inlet is for connecting grouting device, the material in grouting device corresponding diagram provided in the present embodiment
Bucket 3, hopper 3 is set on the guide rail between two subsystems, can be simultaneously to two subsystems slip casting, can also be only to one
Subsystem slip casting, hopper 3 realize the slip casting to the inside of template；And the hopper 3 in figure is equipped with multiple Grouting Pipes, it can be simultaneously to more
Slip casting in a die station, can also the slip casting into multiple die station simultaneously.Cross wall 5 is set to the both ends of underground shear wall and cuts with underground
Power wall is vertical；
Underground shear wall 9 can be true according to underground pond actual size having a size of length in the present embodiment or other implementations
It is fixed, it can reach 100m or longer, highly determine that bottom die station is placed in underground pond bottom surface, past according to the die station number of plies overhang out
It is above every to overhang one layer of die station out, need the height of about 1.5m to increase, and wall rises top layer die station about 1.5m to be higher by, and is illustrating
2 with 3 layers of die station, wherein being for two layers to be illustrated for overhanging, designs wall height about 4.5m at this time；
Girder steel or steel truss, beam upper berth can be used in shear wall 9 cantilevered structure in underground in the present embodiment or other implementations
If die station；It is also possible to concrete hanging top, is laid with die station on beam；
Die station 8 can be used for prestressing force superimposed sheet test specimen with ribbing production in the present embodiment or other implementations, can also be with
Production for other test specimens；Its corresponding mating component is installed in die station (such as mobile napper, concrete discharging
Mouth, floor transmission device etc.)；Further, floor width may be designed as 0.5m~2.1.
The present embodiment or other implementation in Cantilever Beams can be preset according to the amount of deflection of calculating when installing or pouring to
Inclination angle guarantees that die station holding is horizontal when being produced after being laid with die station and installation relevant device；
Cross wall 5 is arranged in wall longitudinal direction both ends in the present embodiment or other implementations, both ends cross wall and die station both ends away from
From about 0.5m；Every layer of die station is corresponded on cross wall is provided with a round road, reinforcing bar channel when as prestressed reinforcement of tensioning；In
On the cross wall 5, lower section proper site in every layer of duct is provided with platform, when as prestressed reinforcement of tensioning, installs tensioning
Equipment and the platform for facilitating worker operation；
On three-dimensional die station system unilateral side or the ground of two sides in the present embodiment or other implementations, guide rail 2 is installed,
Mobile self-compacting concrete hopper 3 is mounted on guide rail, hopper is to be fed.
In the present embodiment or other implementations in every layer of die station, it is laid with concrete conveying pipe, pipeline is another
End connection self-compacting concrete hopper 3, sets pipeline discharge port along short transverse at a certain distance, and hopper is along guide rail 2 when cloth
Mobile, concrete material is transported to the transport pipeline in die station by hopper, and then from discharge port uniform distribution in die station；
Since the precast floor slab uses self-compacting concrete in the present embodiment or other implementations, so there is no need to vibration is arranged
Smash device.After the completion of cloth, hopper 3 is moved to die station system end side, exits work and leaves the transport between die station system and leads to
Road；
Entire underground pond can be used as steam-cured container in the present embodiment or other implementations, using the steam-cured scheme in underground,
It realizes steam-cured in production process；
It is provided with divider in multilayer die station in the present embodiment or other implementations, it can be by the ruler of required precast floor slab
Very little flexible arrangement, when cutting, need to only cut off the presstressed reinforcing steel in divider, can split monolithic floor；
The guide track system arranged on the die station system unilateral side or two sides ground in the present embodiment or other implementations
On, it is provided with floor transport device 7, which is made of floor placement platform and elevating mechanism and grabbing device, can be upper and lower
It is moved to the position concordant with every layer of die station, and grabs the floor that cutting is completed and is moved to placement platform, it can edge after the completion of loading
Guide rail 2 is transported to the underground pond outlet 6 of die station system end side, realizes the transport and storage of floor.
The utility model innovation proposes the concept of underground production system, and proposes a kind of multilayer large size die station bilateral arrangement
Integrated form in underground shear wall two sides；It is different from prior art single plane arrangement production line, this programme
Using the underground space, carries out three-dimensional and arrange production system, occupy little space, high production efficiency (is the 3~5 of single long line platform
Times, 10 times or so of single die station), production capacity is big (be 3~5 times of single long line platform, 10 times or so of single die station), artificial to save
About 80% is saved, production cost low about 70%；
The technical solution of the utility model can single complete the formwork of the precast floor slab produced in entire die station and answer in advance
The tensioning of power muscle, demoulding are cut into one piece of block floor according to the divider set in advance, high production efficiency, and can be by ground
The technical solution of lower maintenance realizes that underground is steam-cured, not only efficiently, but also energy conservation.
The foregoing is merely preferred embodiment of the present application, are not intended to limit this application, for the skill of this field
For art personnel, various changes and changes are possible in this application.Within the spirit and principles of this application, made any to repair
Change, equivalent replacement, improvement etc., should be included within the scope of protection of this application.
Claims (10)
1. a kind of underground production system of precast prestressed concrete floor, which is characterized in that one including being set to underground
Or multiple subsystems, each subsystem are made of a three-dimensional die station system with a floor transportation system；
The solid die station system includes that underground shear wall, multilayer die station and cross wall are constituted；The multilayer die station passes through outstanding
Outrigger overhangs in the two sides or side of underground shear wall, and mobile napper, the movement are equipped in every layer of die station
Formula napper can longitudinally carry out moving plucking along die station, realize the plucking in the precast floor slab production process in every layer of die station；In
It is equipped with concrete conveying pipe above every layer of die station, stock inlet and pulp are equipped on the concrete conveying pipe
Mouthful, the stock inlet realizes the slip casting to the inside of template for connecting grouting device；The cross wall is set to underground shearing
Both ends of wall and vertical with underground shear wall；The floor transportation system setting is in the three-dimensional die station system unilateral side or two
Side, the floor completed for transporting cutting.
2. the underground production system of precast prestressed concrete floor as described in claim 1, which is characterized in that the building
Plate transportation system includes floor placement platform, elevating mechanism and grabbing device；It is flat that the elevating mechanism places floor
Platform is gone up and down to required height, and the grabbing device is used to grab the floor that cutting is completed and is moved to floor placement and puts down
On platform.
3. the underground production system of precast prestressed concrete floor as described in claim 1, which is characterized in that cut in underground
The ground of power wall two sides or unilateral side is equipped with guide rail；The floor transportation system and grouting device can be along the guide rails
It is mobile.
4. the underground production system of precast prestressed concrete floor as described in claim 1, which is characterized in that the ground
Lower shear wall can be determined having a size of length according to underground pond actual size；The height of underground shear wall is according to the die station layer overhang out
Number determines that bottom die station is placed in underground pond bottom surface, and underground shear wall rises top layer die station to be higher by.
5. the underground production system of precast prestressed concrete floor as described in claim 1, which is characterized in that described is outstanding
Outrigger can be used girder steel, steel truss perhaps concrete hanging top on the girder steel, steel truss or concrete hanging top upper berth
If die station.
6. the underground production system of precast prestressed concrete floor as described in claim 1, which is characterized in that the overhanging
Beam can guarantee to set in laying die station and installation correlation when installing or pouring according to the pre-set up tilt angle of amount of deflection of calculating
Die station holding is horizontal when being produced after standby.
7. the underground production system of precast prestressed concrete floor as described in claim 1, which is characterized in that in the cross
Every layer of die station is corresponded on wall is provided with a round road, reinforcing bar channel when as prestressed reinforcement of tensioning.
8. the underground production system of precast prestressed concrete floor as claimed in claim 7, which is characterized in that described
The lower section proper site in every round road, is provided with platform, when as prestressed reinforcement of tensioning, installs tensioning equipment and facilitates worker
The platform of operation.
9. the underground production system of precast prestressed concrete floor as claimed in claim 7, which is characterized in that the coagulation
Tulou plate uses self-compacting concrete, and after the completion of cloth, grouting device is moved to die station system end side, exits work and leaves mould
Transport channel between platform system.
10. the underground production system of precast prestressed concrete floor as described in claim 1, which is characterized in that each
Die station is internally provided with divider, can be by the size flexible arrangement of required precast floor slab, and when cutting need to only cut off in divider
Presstressed reinforcing steel can split monolithic floor.
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| CN201821969969.XU CN209633327U (en) | 2018-11-27 | 2018-11-27 | A kind of underground production system of precast prestressed concrete floor |
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| CN201821969969.XU CN209633327U (en) | 2018-11-27 | 2018-11-27 | A kind of underground production system of precast prestressed concrete floor |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111216225A (en) * | 2018-11-27 | 2020-06-02 | 山东大学 | Underground production system of prefabricated prestressed concrete floor slab |
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2018
- 2018-11-27 CN CN201821969969.XU patent/CN209633327U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111216225A (en) * | 2018-11-27 | 2020-06-02 | 山东大学 | Underground production system of prefabricated prestressed concrete floor slab |
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