CN206106058U - Precast concrete beam post mould - Google Patents
Precast concrete beam post mould Download PDFInfo
- Publication number
- CN206106058U CN206106058U CN201621015014.1U CN201621015014U CN206106058U CN 206106058 U CN206106058 U CN 206106058U CN 201621015014 U CN201621015014 U CN 201621015014U CN 206106058 U CN206106058 U CN 206106058U
- Authority
- CN
- China
- Prior art keywords
- side form
- mould
- moulds
- mobile side
- fixed side
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000011178 precast concrete Substances 0.000 title claims abstract description 27
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 78
- 239000010959 steel Substances 0.000 claims abstract description 78
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 37
- 239000007788 liquid Substances 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 15
- 238000010276 construction Methods 0.000 abstract description 9
- 238000005265 energy consumption Methods 0.000 abstract description 8
- 239000004567 concrete Substances 0.000 description 22
- 238000000034 method Methods 0.000 description 11
- 239000004677 Nylon Substances 0.000 description 7
- 230000000694 effects Effects 0.000 description 7
- 229920001778 nylon Polymers 0.000 description 7
- 208000002925 dental caries Diseases 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000003921 oil Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000010720 hydraulic oil Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- -1 rail system Chemical compound 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The utility model provides a precast concrete beam post mould, includes mould system (1), base (2), track system (3), and base (2) set up subaerial, and track system (3) sets up on base (2), its characterized in that: mould system (1) sets up on base (2) including fixed mould (4), removal mould (5) and die block (6), fixed mould (4), moves mould (5) and sets up in track system (3), and tile in track system (3) die block (6) to die block (6) are connected fixed mould (4) and are moved mould (5), fixed mould (4) and removal mould (5) parallel arrangement. The utility model discloses a drawbacks such as the industrialization is poor, the energy consumption high pollution is big have been overcome to the device. The utility model discloses a steel construction, intensity is big, and the precast concrete component of manufacturing is regular, and product quality is high.
Description
Technical field
This utility model is related to a kind of production equipment of concrete-containing building material, more particularly to a kind of precast concrete beam, post
Mould and its using method, belong to building field.
Background technology
In China, building trade becomes energy consumption rich and influential family, and building trade energy consumption at least accounts for the 1/3 of whole society's energy consumption, and builds
If the energy consumption in stage account for building more than the 1/2 of total energy consumption again.For the operating type that building trade is existing, tradition, industrialization
The drawback such as level is low, energy consumption high pollution is big, country propose building energy conservation reduce discharging and housing industrialization national development strategy, try hard to
Eliminate the bottleneck of restriction building industrialization development process.So-called building industrialization is referred to using intensive, batch production streamline
Operating type completes most of component, part, Prefabrication of equipment for constituting building, and being then transported to job site carries out entirety
A kind of integrated modern architecture mode of assembling.
It is excellent that prefabricated concrete structure has that construction duration is short, product quality is high, energy loss is low, environmental pollution is little etc.
Gesture, is the inevitable choice for realizing building trade sustainable development.And prefabricated concrete structure development an important restriction because
Element is beam column built from concrete production problem.For assembling frame structure, the production of beam column is even more particularly important, and he is mixed to assembled
The anti-seismic performance of Xtah Crude Clay structure has directly impact.
Concrete mold carried out the production of beam column built from concrete using concrete wood formwork in the past, and this kind of method not only produces slow
Slowly, inefficiency, the basic demand that cannot reuse and the production of fixed factory's prefabricated cannot be met.So with present
The large-scale use of modern precast concrete and development, the use of new technology of preparing, the life to precast concrete beam column
Product proposes new requirement.
Utility model content
Device of the present utility model provides a kind of precast concrete beam column grinding tool of steel construction, overcomes industrialized level
The drawback such as low, energy consumption high pollution is big.This utility model adopts steel construction, and intensity is big, the concrete prefabricated element rule of manufacture, produces
Quality is high.
According to the first embodiment of the present utility model, there is provided a kind of precast concrete beam post mold：
A kind of precast concrete beam post mold, including mold system, pedestal, rail system, pedestal is arranged on the ground, rail
Road system is arranged on pedestal.Mold system includes fixing mould, moves moulds and bed die.Fixing mould is arranged on pedestal.
Move moulds and be arranged on rail system.Bed die is laid on rail system, and bed die is connected and mould and moves moulds.
Fixing mould be arranged in parallel with moving moulds.
In this utility model, pedestal includes the I-steel of 2 or more than 2, and I-steel be arranged in parallel.
Preferably, being provided with crossbeam between adjacent I-steel, crossbeam connects adjacent I-steel.
In this utility model, rail system includes guide rod, guide pin bushing.The two ends of guide rod vertically connect adjacent two I-shaped
Steel.Guide pin bushing is enclosed within guide rod, and guide pin bushing can slide on guide rod.
Preferably, guide pin bushing inwall is formed around one layer of nylon.
Preferably, rail system includes guide rod, guide pin bushing and guide rail bearing.Guide rail bearing is arranged on pedestal.Guide rod
Two ends are connected on guide rail bearing and perpendicular to I-steel.Guide pin bushing is enclosed within guide rod, and guide pin bushing can slide on guide rod.
In this utility model, fixing mould includes supporting steel and fixed side form.Supporting steel is arranged on pedestal.Affixed side
Mould is arranged on supporting steel.
Preferably, fixing mould also includes dividing plate.Dividing plate is connected side form.
In this utility model, move moulds including mobile side form and mobile side form seat.Mobile side form seat is arranged on guide pin bushing
On.Mobile side form is arranged on mobile side form seat.
In this utility model, moving moulds gripper shoe and the shrouding of also include.Gripper shoe is fixedly connected mobile side form and shifting
Dynamic side form seat.Shrouding is connected to same one end of mobile side form and fixed side form.
Preferably, mould moves moulds including two sets.Move moulds and be separately positioned on the both sides of fixing mould.Stent
Tool includes two pieces of fixed side forms.Fixed side form is separately positioned on the both sides of supporting steel.Dividing plate is arranged between two pieces of fixed side forms
And connect two pieces of fixed side forms.
Preferably, fixing mould also includes base plate and panel.Base plate is arranged on the bottom of two pieces of fixed side forms.Panel sets
Put on the top of two pieces of fixed side forms.
Preferably, mould also includes hydraulic system.Hydraulic system includes hydraulic jack and Hydraulic Station.The one of hydraulic jack
End is connected on mould or guide rail bearing, on the mobile side form of the other end of hydraulic jack connection or guide pin bushing, Hydraulic Station and hydraulic pressure
Oil cylinder connects.
Preferably, mould also includes control system.Control system is connected with hydraulic system.And control Hydraulic Station and liquid
Compressing cylinder.
Preferably, mould also includes vibrating motor.Vibrating motor is arranged in fixing mould.
According to this utility model provide second embodiment, there is provided a kind of molding methods of precast concrete beam column or
Using as claim-any one of method of the precast concrete beam post mold to mold precast concrete beam column, it is described
Method is comprised the following steps：
(1) according to the width of precast concrete beam column, die width, the position of the mobile side form of setting are designed；
(2) hydraulic system is started by control system, mobile side form is to setting position；
(3) bed die is laid on the rail system between mobile side form and fixed side form；
(4) according to the length of precast concrete beam column, two blocks of shroudings is separately fixed at into mobile side form and side form is fixed
Two ends；
(5) Vibration on Start-up motor, starts to pour.
In this utility model, fixing mould is fixedly mounted on pedestal, can be screwed connection, welding, be glued
The mode such as connect.Mobile side form is fixedly connected on guide pin bushing, can be screwed the modes such as connection, welding, bonding.Bed die is put down
It is layered on rail system, is movable, according to production needs, the bed die of respective width is set, after adjusting mobile side form, by bed die
It is placed on guide rod, is just placed on the centre of mobile side form and fixed side form, and positioned at mobile side form and the bottom of fixed side form
Portion.Mobile side form and fixation side form be in the longitudinal direction it is parallel, and parallel with the length direction of I-steel.
In this utility model, pedestal includes the I-steel of 2 or more than 2, and all of I-steel is in length side
To parallel.For example：Pedestal includes 2 I-steel, and 2 I-steel are arranged on the bottom of the left and right sides of whole set of die, and centre is used
Crossbeam connects.Pedestal includes 3 I-steel, and 3 I-steel are arranged on the bottom of the left, center, right of whole set of die, centre crossbeam
Connection.According to actual needs, it is many if the width of whole set of die very wide (such as more than 2 meters), can arrange 4-10 bar I-steel
The setting of bar I-steel, can bear heavy weight prefabricated components.Or the height of prefabricated components is higher, cause the needs of mould
Ability to bear it is very big, it is also possible to I-steel is set more.Equally, crossbeam can also need to arrange varying number according to production, horizontal
Beam action is to reinforce I-steel so that whole set of die is stable, while increasing the ability to bear of pedestal.
In this utility model, the length of I-steel is 0.5-50m, more preferably preferably 1-30m, 1.5-20m, enters one
Step is preferably 2-20m.
In this utility model, the width of bed die is 0.2-10m, preferably preferably 0.3-8m, 0.5-6m, preferably
0.6-5.5m, more preferably 1-5m, more preferably 1.2-4m, more preferably 1.5-3m.
In this utility model, the spacing or gap between adjacent I-steel be 0.1-10m, preferably 0.5-8m, it is more excellent
Elect 1-5m, more preferably 1.5-3m as.
In this utility model, the spacing or gap between adjacent beams be 0.1-10m, preferably 0.5-8m, more preferably
For 1-5m, more preferably 1.5-3m.
In this utility model, guide pin bushing is inserted in guide rod, and guide pin bushing can slide on guide rod.Relative to the length of I-steel
Degree direction, guide pin bushing can horizontally slip on guide rod.
In this utility model, guide pin bushing inwall is formed around one layer of nylon.Nylon sliding sleeve excellent wear-resisting property, can effectively drop
The coefficient of friction that low cylindrical guide is produced when sliding, makes slide more steadily facilitate.
In this utility model, the effect of dividing plate is two pieces of fixed side forms of connection, plays reinforcement effect.Gripper shoe fixes movement
Side form and mobile side form seat, play reinforcement effect.
In this utility model, whole set of die can include a set of fixing mould and it is a set of move moulds, fixing mould and
The side by side parallel that moves moulds is arranged.For example, fixing mould moves moulds on right side in left side, and the fixed side form of fixing mould is consolidated
It is scheduled on pedestal, the mobile side form for moving moulds is fixed on guide pin bushing, and guide pin bushing can be moved left and right on guide rod, be moved as needed
Dynamic mobile side form, mobile side form, fixed side form, bed die, shrouding constitute a set of concrete prefabricated element mould with a cavity
Tool.Same design, can move moulds in left side with fixing mould on right side.
In this utility model, whole set of die can also move moulds including a set of fixing mould and two sets, fixing mould
Side by side parallel is arranged with moving moulds, and two sets move moulds and are separately positioned on the left and right sides of fixing mould, fixing mould setting
Two sets of centres for moving moulds.The fixed side form of fixing mould is fixed on pedestal, and fixing mould is provided with two pieces of mobile fixations
Side form, two pieces of fixed side forms are arranged on support base and positioned at the left and right sides of support base, the fixed side form on the left side is near left
Side moves moulds, fixed side form the moving moulds near the right on the right.The left and right sides is equipped with guide track system, if a whole set of
Mould is provided only with two I-steel, is often provided with two guide pin bushings with guide rod；If whole set of die be provided with 3 with or 3 with more than works
Word steel, every guide rod is provided with a guide pin bushing.The mobile side form for moving moulds is fixed on guide pin bushing, and guide pin bushing can be left on guide rod
Move right, as needed mobile mobile side form, two pieces of mobile side forms, two pieces of fixed side forms, bed dies, shrouding composition is a set of has two
The concrete prefabricated element mould of individual cavity.And according to production needs, the size of two cavitys can be with identical, it is also possible to not phase
Together.
In this utility model, base plate is arranged on the low side of fixed side form, rise fixing mould and protection mould in the middle of other
The effect of part.Panel is arranged on the top of fixed side form, plays other parts in the middle of fixing mould and protection mould.
In this utility model, hydraulic system is the common equipment of prior art.Hydraulic system is used for into this utility model
Device in, because the specification of concrete prefabricated element is very big, and device of the present utility model is steel construction, mobile side form
Weight is very big, artificial mobile inconvenient, and mobile position is inaccurate, while manually mobile efficiency is low, this utility model is adopted
With hydraulic system, a section of hydraulic jack is fixed on fixing mould or guide rail bearing, and the other end is fixed on mobile side form or leads
Put.Because fixing mould and guide rail bearing are all fixed, mobile side form is fixed on guide pin bushing, and the two ends of hydraulic jack can be with
Select to fix.Length direction of the installation direction of hydraulic jack perpendicular to mobile side form.Hydraulic jack in the presence of Hydraulic Station,
Can freely stretch, move left and right so as to pin down mobile side form, adjust mobile side form and fix the distance between side form.If mould
Tool include it is a set of move moulds, one piece of mobile side form is by a set of HYDRAULIC CONTROL SYSTEM.If mould moves moulds including two sets, two
Block movement side form can be by a set of HYDRAULIC CONTROL SYSTEM, and hydraulic jack extends or while shorten simultaneously, so as to two pieces of mobile side forms
Then simultaneously away from fixed side form or while near fixed side form, two equirotal cavitys of acquisition.If mould includes two sets
Move moulds, two pieces of mobile side forms can also respectively control one piece of mobile side by two sets of HYDRAULIC CONTROL SYSTEMs, two sets of hydraulic systems
Mould, the mobile side form of the left and right sides can be moved individually, obtain two sizes.The same cavity or two it is in different size
Cavity.
In this utility model, hydraulic system includes 1-100 hydraulic jack, and preferred 2-50 hydraulic jack more has choosing
3-20 hydraulic jack.If whole set of die moves moulds including a set of, a Hydraulic Station is provided with.If whole set of die includes
Two sets move moulds, then be provided with two Hydraulic Stations.Hydraulic Station connects hydraulic jack by hydraulic oil pipe.
In this utility model, control system is for controlling Hydraulic Station, so as to the movement for controlling to move side form.
In this utility model, the effect of vibrating motor is that the air for excluding inside concrete makes concrete formation more steady
It is fixed.Vibration motor is arranged on the intracavity between the fixed side form of fixing mould.
In this utility model, the part or part not illustrated is part common to those skilled in the art or zero
Part.
Compared with prior art, this utility model has following Advantageous Effects：
1st, device of the present utility model adopts steel construction, eliminates the use of wooden model.Concrete is manufactured in prior art pre-
The wooden model of component processed is difficult recycling, causes greatly waste, and device of the present utility model overcomes that industrialized level is low, energy
The consumption drawback such as high pollution is big.
2nd, concrete prefabricated element is heavy construction structure, is manufactured with wooden model, due to rigid strong, the casting process of wooden model
In be easily deformed, cause the concrete prefabricated element for manufacturing irregular, increase manufacturing cost, or even poor safety performance.This practicality
New employing steel construction, intensity is big, and the concrete prefabricated element rule of manufacture, product quality is high.
3rd, with Wooden Pattern Making concrete prefabricated element complex operation, production is slow, inefficiency, device of the present utility model
Simple to operate, easy molding, construction duration is short, and production efficiency is high.
4th, in this utility model, guide pin bushing inwall is formed around one layer of nylon.Nylon sliding sleeve excellent wear-resisting property, can be effective
The coefficient of friction produced when cylindrical guide slides is reduced, slide is more steadily facilitated.
5th, dividing plate, gripper shoe are provided with device of the present utility model, play reinforcement effect.
6th, device of the present utility model is using hydraulic system and control system, movement side form conveniently moving, and movement
Position is inaccurate.
7th, this utility model employs vibrating motor, and can exclude the air of inside concrete makes concrete formation more steady
It is fixed.
Description of the drawings
Fig. 1 is the structure chart of this utility model mould；
Fig. 2 is the structure chart of this utility model mould；
Fig. 3 is the front view of this utility model mould；
Fig. 4 is the overlooking structure figure of this utility model mould；
Fig. 5 is the structure chart of this utility model mould；
Fig. 6 is the face upwarding assumption diagram of this utility model mould；
Fig. 7 is provided with a set of structure chart for moving moulds for this utility model mould；
Fig. 8 is provided with a set of front view for moving moulds for this utility model mould.
Reference：
1：Mold system；2：Pedestal；201：I-steel；202：Crossbeam；3：Rail system；301：Guide rod；302：Guide pin bushing；
303：Guide rail bearing；4：Fixing mould；401：Supporting steel；402：Fixed side form；403：Base plate；404：Panel；405：Dividing plate；5：
Move moulds；501：Mobile side form；502：Mobile side form seat；503：Gripper shoe；504：Shrouding；6：Bed die；7：Hydraulic system；
701：Hydraulic jack；702：Hydraulic Station；8：Control system；9：Vibrating motor.
Specific embodiment
According to the first embodiment of the present utility model, there is provided a kind of precast concrete beam post mold：
A kind of precast concrete beam post mold, including mold system 1, pedestal 2, rail system 3, pedestal 2 is arranged on ground
On, rail system 3 is arranged on the base 2.Mold system 1 includes fixing mould 4, move moulds 5 and bed die 6.Fixing mould 4 sets
Put on the base 2.Move moulds and 5 be arranged on rail system 3.Bed die 6 is laid on rail system 3, and the connection of bed die 6 is solid
Fixed mold 4 and move moulds 5.Fixing mould 4 and moving moulds 5 be arranged in parallel.
In this utility model, the width of bed die 6 is 0.2-10m, preferably preferably 0.3-8m, 0.5-6m, preferably
0.6-5.5m, more preferably 1-5m, more preferably 1.2-4m, more preferably 1.5-3m.
In this utility model, pedestal 2 includes the I-steel 201 of 2 or more than 2.I-steel 201 be arranged in parallel.
Preferably, being provided with crossbeam 202 between adjacent I-steel 201, crossbeam 202 connects adjacent I-steel 201.
In this utility model, rail system 3 includes guide rod 301, guide pin bushing 302.The two ends of guide rod 301 vertically connect adjacent
Two I-steel 201.Guide pin bushing 302 is enclosed within guide rod 301, and guide pin bushing 302 can slide on guide rod 301.
Preferably, the inwall of guide pin bushing 302 is formed around one layer of nylon.
In this utility model, rail system 3 includes guide rod 301, guide pin bushing 302 and guide rail bearing 303.Guide rail bearing 303
Arrange on the base 2.The two ends of guide rod 301 are connected on guide rail bearing 303 and perpendicular to I-steel 201.Guide pin bushing 302 is enclosed within
On guide rod 301, and guide pin bushing 302 can slide on guide rod 301.
In this utility model, fixing mould 4 includes supporting steel 401 and fixed side form 402.Supporting steel 401 is arranged on base
On seat 2.Fixed side form 402 is arranged on supporting steel 401.
Preferably, fixing mould 4 also includes dividing plate 405, dividing plate 405 is connected side form 402.
In this utility model, 5 are moved moulds including mobile side form 501 and mobile side form seat 502.Mobile side form seat 502
It is arranged on guide pin bushing 302.Mobile side form 501 is arranged on mobile side form seat 502.
In this utility model, 5 are moved moulds also including gripper shoe 503 and shrouding 504.Gripper shoe 503 is fixedly connected shifting
Dynamic side form 501 and mobile side form seat 502.Shrouding 504 is connected to same one end of mobile side form 501 and fixed side form 402.
In this utility model, mould moves moulds 5 including two sets.Move moulds and 5 be separately positioned on the two of fixing mould 4
Side.Fixing mould 5 includes two pieces of fixed side forms 402.Fixed side form 402 is separately positioned on the both sides of supporting steel 401.Dividing plate 405
It is arranged between two pieces of fixed side forms 402 and connects two pieces of fixed side forms 402.
Preferably, fixing mould 4 also includes base plate 403 and panel 404.Base plate 403 is arranged on two pieces of fixed side forms 402
Bottom.Panel 404 is arranged on the top of two pieces of fixed side forms 402.
Preferably, mould also includes hydraulic system 7.Hydraulic system 7 includes hydraulic jack 701 and Hydraulic Station 702.Hydraulic pressure
One end of oil cylinder 701 is connected on mould 4 or guide rail bearing 303, the mobile side form 501 of other end connection of hydraulic jack 701
Or on guide pin bushing 302, Hydraulic Station 702 is connected with hydraulic jack 701.
Preferably, mould also includes control system 8.Control system 8 is connected with hydraulic system 7, and controls Hydraulic Station
702 and hydraulic jack 701.
Preferably, mould also includes vibrating motor 9, vibrating motor 9 is arranged in fixing mould 4.
According to second embodiment that this utility model is provided, there is provided a kind of molding methods of precast concrete beam column,
That is, a kind of method that precast concrete beam column is molded using precast concrete beam post mold, the method comprising the steps of：
(1) according to the width of precast concrete beam column, die width, the position of the mobile side form 501 of setting are designed；
(2) hydraulic system 7 is started by control system 8, mobile side form 501 is to setting position；
(3) bed die 6 is laid on the rail system 3 between mobile side form 501 and fixed side form 402；
(4) according to the length of precast concrete beam column, two blocks of shroudings 504 are separately fixed at into mobile side form 501 and are fixed
The two ends of side form 402；
(5) Vibration on Start-up motor 9, starts to pour.
Embodiment 1
A kind of precast concrete beam post mold, including mold system 1, pedestal 2, rail system 3, pedestal 2 is arranged on ground
On, rail system 3 is arranged on the base 2.Mold system 1 includes fixing mould 4, move moulds 5 and bed die 6.Fixing mould 4 sets
Put on the base 2.Move moulds and 5 be arranged on rail system 3.Bed die 6 is laid on rail system 3, and the connection of bed die 6 is solid
Fixed mold 4 and move moulds 5.Fixing mould 4 and moving moulds 5 be arranged in parallel.The width of bed die 6 is 1m.
Fixing mould is fixed by welded and installed on pedestal.Mobile side form is fixedly connected by welding on guide pin bushing.Bottom
Mould is laid on rail system, is movable.Mobile side form and fixation side form be in the longitudinal direction it is parallel, and parallel
With the length direction of I-steel.
Pedestal 2 be arranged in parallel including 2 I-steel, 201,2 I-steel 201 in length direction.Adjacent I-steel 201
Between be provided with crossbeam 202, crossbeam 202 connects adjacent I-steel 201.
Rail system 3 includes guide rod 301, guide pin bushing 302.The two ends of guide rod 301 vertically connect adjacent two I-steel
201.Guide pin bushing 302 is enclosed within guide rod 301, and guide pin bushing 302 can slide on guide rod 301.The inwall of guide pin bushing 302 is formed around one
Layer nylon.The length of I-steel is 15m.Spacing or gap between adjacent I-steel is 1m.Spacing between adjacent beams or
Gap is 1m.
Fixing mould 4 includes supporting steel 401 and fixed side form 402.Supporting steel 401 is arranged on the base 2.Fixed side form
402 are arranged on supporting steel 401.Fixing mould 4 also includes dividing plate 405.Dividing plate 405 is connected side form 402.
5 are moved moulds including mobile side form 501 and mobile side form seat 502.Mobile side form seat 502 is arranged on guide pin bushing 302.
Mobile side form 501 is arranged on mobile side form seat 502.
Whole set of die include a set of fixing mould and it is a set of move moulds, fixing mould and the side by side parallel that moves moulds set
Put.Fixing mould moves moulds on right side in left side, and the fixed side form of fixing mould is fixed on pedestal, the shifting for moving moulds
Dynamic side form is fixed on guide pin bushing, and guide pin bushing can be moved left and right on guide rod, as needed mobile side form, is moved side form, is consolidated
Determine side form, bed die, shrouding and constitute a set of concrete prefabricated element mould with a cavity.
5 are moved moulds also including gripper shoe 503 and shrouding 504.Gripper shoe 503 is fixedly connected mobile side form 501 and movement
Side form seat 502.Shrouding 504 is connected to same one end of mobile side form 501 and fixed side form 402.
Fixing mould 4 also includes base plate 403 and panel 404.Base plate 403 is arranged on the bottom of two pieces of fixed side forms 402.Face
Plate 404 is arranged on the top of two pieces of fixed side forms 402.
Embodiment 2
Repeat embodiment 1, simply whole set of die includes that a set of fixing mould and two sets move moulds, fixing mould and movement
Mould side by side parallel is arranged, and two sets move moulds and are separately positioned on the left and right sides of fixing mould, and fixing mould is arranged on two sets
The centre for moving moulds.The fixed side form of fixing mould is fixed on pedestal, and fixing mould is provided with two pieces of mobile fixed side forms, and two
Block is fixed side form and is arranged on support base and positioned at the left and right sides of support base, the movement of the fixed side form on the left side near the left side
Mould, fixed side form the moving moulds near the right on the right.The left and right sides is equipped with guide track system, whole set of die be provided with 3 with
I-steel, every guide rod is provided with a guide pin bushing.The mobile side form for moving moulds is fixed on guide pin bushing, and guide pin bushing can be on guide rod
Move left and right, as needed mobile mobile side form, two pieces of mobile side forms, two pieces of fixed side forms, bed dies, shrouding composition is a set of has
The concrete prefabricated element mould of two cavitys.Pedestal includes 3 I-steel, 3 I-steel be arranged on whole set of die a left side,
In, right bottom, centre is connected with crossbeam.
Embodiment 3
Repeat embodiment 1, simply rail system includes guide rod, guide pin bushing and guide rail bearing.Guide rail bearing is arranged on pedestal.
The two ends of guide rod are connected on guide rail bearing and perpendicular to I-steel.Guide pin bushing is enclosed within guide rod, and guide pin bushing can be in guide rod
Upper slip.
Embodiment 4
Repeat embodiment 1, simply the length of I-steel is 8m.Spacing or gap between adjacent I-steel is 2m.It is adjacent
Spacing or gap between crossbeam is 2m.
Embodiment 5
Repeat embodiment 1, simply mould also includes hydraulic system 7.Hydraulic system 7 includes hydraulic jack 701 and Hydraulic Station
702.The two ends of hydraulic jack 701 are connected respectively on mould 4 and mobile side form 501.Hydraulic Station 702 and hydraulic jack 701
Connection.The two ends of hydraulic jack 701 are connected respectively on mould 4 and guide pin bushing 302, and Hydraulic Station 702 connects with hydraulic jack 701
Connect.Mould also includes control system 8.Control system 8 is connected with hydraulic system 7.And control Hydraulic Station 702 and hydraulic jack
701.Mould also includes vibrating motor 9.Vibrating motor 9 is arranged in fixing mould 4.
Embodiment 6
Repeat embodiment 5, simply the two ends of hydraulic jack 701 connect respectively on track bearing 303 and mobile side form 501.
Embodiment 7
A kind of method of use precast concrete beam post mold, the method comprising the steps of：
(1) according to the width of precast concrete beam column, die width, the position of the mobile side form 501 of setting are designed；
(2) hydraulic system 7 is started by control system 8, mobile side form 501 is to setting position；
(3) bed die 6 is laid on the rail system 3 between mobile side form 501 and fixed side form 402；
(4) according to the length of precast concrete beam column, two blocks of shroudings 504 are separately fixed at into mobile side form 501 and are fixed
The two ends of side form 402；
(5) Vibration on Start-up motor 9, starts to pour.
Claims (18)
1. a kind of precast concrete beam post mold, including mold system (1), pedestal (2), rail system (3), pedestal (2) is arranged
On the ground, rail system (3) is arranged on pedestal (2), it is characterised in that：Mold system (1) includes fixing mould (4), shifting
Moving mold (5) and bed die (6), fixing mould (4) is arranged on pedestal (2), move moulds (5) be arranged on rail system (3),
Bed die (6) is laid on rail system (3), and bed die (6) is connected and mould (4) and moves moulds (5), fixing mould
(4) and move moulds (5) be arranged in parallel, wherein, the width of bed die (6) is 0.2-10m.
2. mould according to claim 1, it is characterised in that：The width of bed die (6) is 0.3-8m.
3. mould according to claim 1, it is characterised in that：The pedestal (2) is including 2 or the I-shaped of more than 2
Steel (201), I-steel (201) be arranged in parallel, and/or
Crossbeam (202) is provided between adjacent I-steel (201), crossbeam (202) connects adjacent I-steel (201).
4. the mould according to any one of claim 1-3, it is characterised in that：Rail system (3) including guide rod (301),
Guide pin bushing (302), the two ends of guide rod (301) vertically connect adjacent two I-steel (201), and guide pin bushing (302) is enclosed within guide rod (301)
On, and guide pin bushing (302) can slide on guide rod (301).
5. the mould according to any one of claim 1-3, it is characterised in that：Rail system (3) including guide rod (301),
Guide pin bushing (302) and guide rail bearing (303), guide rail bearing (303) is arranged on pedestal (2), and the two ends of guide rod (301) are connected to leads
On rail bearing (303) and perpendicular to I-steel (201), guide pin bushing (302) is enclosed within guide rod (301), and guide pin bushing (302) can be with
Slide on guide rod (301).
6. the mould according to any one of claim 1-3, it is characterised in that：Fixing mould (4) includes supporting steel (401)
With fixed side form (402), supporting steel (401) is arranged on pedestal (2), and fixed side form (402) is arranged on supporting steel (401),
And/or
Fixing mould (4) also includes dividing plate (405), and dividing plate (405) is connected side form (402).
7. mould according to claim 4, it is characterised in that：Fixing mould (4) includes supporting steel (401) and fixed side form
(402), supporting steel (401) is arranged on pedestal (2), and fixed side form (402) is arranged on supporting steel (401), and/or
Fixing mould (4) also includes dividing plate (405), and dividing plate (405) is connected side form (402).
8. mould according to claim 5, it is characterised in that：Fixing mould (4) includes supporting steel (401) and fixed side form
(402), supporting steel (401) is arranged on pedestal (2), and fixed side form (402) is arranged on supporting steel (401), and/or
Fixing mould (4) also includes dividing plate (405), and dividing plate (405) is connected side form (402).
9. the mould according to any one of claim 1-3 or 7-8, it is characterised in that：(5) are moved moulds including mobile side
Mould (501) and mobile side form seat (502), mobile side form seat (502) is arranged on guide pin bushing (302), and mobile side form (501) is arranged on
On mobile side form seat (502).
10. mould according to claim 4, it is characterised in that：(5) are moved moulds including mobile side form (501) and movement
Side form seat (502), mobile side form seat (502) is arranged on guide pin bushing (302), and mobile side form (501) is arranged on mobile side form seat
(502) on.
11. moulds according to claim 5, it is characterised in that：(5) are moved moulds including mobile side form (501) and movement
Side form seat (502), mobile side form seat (502) is arranged on guide pin bushing (302), and mobile side form (501) is arranged on mobile side form seat
(502) on.
12. moulds according to claim 6, it is characterised in that：(5) are moved moulds including mobile side form (501) and movement
Side form seat (502), mobile side form seat (502) is arranged on guide pin bushing (302), and mobile side form (501) is arranged on mobile side form seat
(502) on.
13. moulds according to claim 9, it is characterised in that：It is described move moulds (5) also include gripper shoe (503) and
Shrouding (504), gripper shoe (503) is fixedly connected mobile side form (501) and mobile side form seat (502), and shrouding (504) is connected to shifting
Dynamic side form (501) and same one end of fixed side form (402).
14. moulds according to any one of claim 10 or 11, it is characterised in that：Move moulds (5) also include
Gripper shoe (503) and shrouding (504), gripper shoe (503) is fixedly connected mobile side form (501) and mobile side form seat (502), shrouding
(504) it is connected to same one end of mobile side form (501) and fixed side form (402).
15. moulds according to claim 6, it is characterised in that：The mould moves moulds (5) including two sets, mobile mould
Tool (5) is separately positioned on the both sides of fixing mould (4), and fixing mould (4) includes two pieces of fixed side forms (402), fixed side form
(402) both sides of supporting steel (401) are separately positioned on, dividing plate (405) is arranged between two pieces of fixed side forms (402) and connects
Two pieces of fixed side forms (402), and/or
Fixing mould (4) also includes base plate (403) and panel (404), and base plate (403) is arranged on two pieces of fixed side forms (402)
Bottom, panel (404) is arranged on the top of two pieces of fixed side forms (402).
16. moulds according to claim 7,8 or 12, it is characterised in that：The mould moves moulds (5) including two sets,
Move moulds (5) be separately positioned on the both sides of fixing mould (4), fixing mould (4) includes two pieces of fixed side forms (402), fixed
Side form (402) is separately positioned on the both sides of supporting steel (401), dividing plate (405) be arranged between two pieces of fixed side forms (402) and
Two pieces of fixed side forms (402) of connection, and/or
Fixing mould (4) also includes base plate (403) and panel (404), and base plate (403) is arranged on two pieces of fixed side forms (402)
Bottom, panel (404) is arranged on the top of two pieces of fixed side forms (402).
17. moulds according to claim 14, it is characterised in that：The mould also includes hydraulic system (7), hydraulic system
(7) including hydraulic jack (701) and Hydraulic Station (702), one end of hydraulic jack (701) is connected mould (4) or guide rail
On seat (303), on the mobile side form (501) of the other end of hydraulic jack (701) connection or guide pin bushing (302), Hydraulic Station (702) and liquid
Compressing cylinder (701) connects.
18. moulds according to claim 17, it is characterised in that：The mould also includes control system (8), control system
(8) it is connected with hydraulic system (7), and controls Hydraulic Station (702) and hydraulic jack (701), and/or
The mould also includes vibrating motor (9), and vibrating motor (9) is arranged in fixing mould (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621015014.1U CN206106058U (en) | 2016-08-31 | 2016-08-31 | Precast concrete beam post mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621015014.1U CN206106058U (en) | 2016-08-31 | 2016-08-31 | Precast concrete beam post mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206106058U true CN206106058U (en) | 2017-04-19 |
Family
ID=58516188
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621015014.1U Active CN206106058U (en) | 2016-08-31 | 2016-08-31 | Precast concrete beam post mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206106058U (en) |
-
2016
- 2016-08-31 CN CN201621015014.1U patent/CN206106058U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106217616A (en) | A kind of precast concrete beam post mold and molding methods | |
| CN212602446U (en) | Forming device of cement-based stone-like road edge stone | |
| CN209408814U (en) | A kind of PC track beam form system | |
| CN106863555A (en) | And of Varying Depth PC track girder adjustable forms | |
| CN109304795A (en) | The hydraulic gliding model of T beam and operating method | |
| CN203752291U (en) | Composite self-insulation building block pressing forming machine | |
| CN101214734A (en) | Full-automatic hydraulic without excitation building block shaping machine | |
| CN102001131A (en) | Bridge girder body auxiliary production equipment and bridge girder body production system | |
| CN201358464Y (en) | Steep thin-wall concrete lining machine | |
| CN206106058U (en) | Precast concrete beam post mould | |
| CN210453181U (en) | PC component comprehensive production system | |
| CN201816135U (en) | Bridge body production auxiliary equipment and bridge body production system | |
| CN201972715U (en) | Integrated ditch cable trough mould frame | |
| CN204566337U (en) | A kind of production die for manufacturing fabricated member | |
| CN215279686U (en) | Multi-group keel welding device for AAC plate | |
| CN202202260U (en) | Constructing device for bridge body | |
| CN108724433A (en) | A kind of accumulator type concrete formation equipment | |
| CN1251848C (en) | Automatic press for blind hole type porous building block | |
| CN201179688Y (en) | Longitudinal link type frame pre-stress rail plate mould | |
| CN101259639B (en) | Bearing platform type frame pre-stress rail board mold | |
| CN202220326U (en) | Bridge beam body construction device | |
| CN207495736U (en) | A kind of support device for side form | |
| CN201419429Y (en) | Track slab vibrating and flattening machine | |
| CN201841583U (en) | High-frequency vibrator | |
| CN206883886U (en) | A kind of box ecological block production line |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: precast concrete beam column die and molding method Effective date of registration: 20180109 Granted publication date: 20170419 Pledgee: Ningxiang Hunan rural commercial bank Limited by Share Ltd. Pledgor: CHANGSHA CHUHONG MACHINERY Co.,Ltd. Registration number: 2018430000003 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20200904 Granted publication date: 20170419 Pledgee: Ningxiang Hunan rural commercial bank Limited by Share Ltd. Pledgor: CHANGSHA CHUHONG MACHINERY Co.,Ltd. Registration number: 2018430000003 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A mould for precast concrete beam and column Effective date of registration: 20201016 Granted publication date: 20170419 Pledgee: Ningxiang Hunan rural commercial bank Limited by Share Ltd. Pledgor: CHANGSHA CHUHONG MACHINERY Co.,Ltd. Registration number: Y2020980006887 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20210910 Granted publication date: 20170419 Pledgee: Ningxiang Hunan rural commercial bank Limited by Share Ltd. Pledgor: CHANGSHA CHUHONG MACHINERY Co.,Ltd. Registration number: Y2020980006887 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A precast concrete beam column mould Effective date of registration: 20210915 Granted publication date: 20170419 Pledgee: Ningxiang Hunan rural commercial bank Limited by Share Ltd. Pledgor: CHANGSHA CHUHONG MACHINERY Co.,Ltd. Registration number: Y2021430000050 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20220908 Granted publication date: 20170419 Pledgee: Ningxiang Hunan rural commercial bank Limited by Share Ltd. Pledgor: CHANGSHA CHUHONG MACHINERY Co.,Ltd. Registration number: Y2021430000050 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A mould for precast concrete beam and column Effective date of registration: 20221206 Granted publication date: 20170419 Pledgee: Hunan Ningxiang Rural Commercial Bank Co.,Ltd. Xiaduopu Sub branch Pledgor: CHANGSHA CHUHONG MACHINERY Co.,Ltd. Registration number: Y2022430000109 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20231208 Granted publication date: 20170419 Pledgee: Hunan Ningxiang Rural Commercial Bank Co.,Ltd. Xiaduopu Sub branch Pledgor: CHANGSHA CHUHONG MACHINERY Co.,Ltd. Registration number: Y2022430000109 |