CN108372581A - Precast concrete wall panel production mould system - Google Patents
Precast concrete wall panel production mould system Download PDFInfo
- Publication number
- CN108372581A CN108372581A CN201810113103.7A CN201810113103A CN108372581A CN 108372581 A CN108372581 A CN 108372581A CN 201810113103 A CN201810113103 A CN 201810113103A CN 108372581 A CN108372581 A CN 108372581A
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- China
- Prior art keywords
- mold
- holder
- punching block
- rib
- steel
- 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.)
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 31
- 239000011178 precast concrete Substances 0.000 title claims abstract description 26
- 238000004080 punching Methods 0.000 claims abstract description 102
- 239000002023 wood Substances 0.000 claims abstract description 51
- 210000003205 muscle Anatomy 0.000 claims description 134
- 229910000831 Steel Inorganic materials 0.000 claims description 38
- 239000010959 steel Substances 0.000 claims description 38
- 238000005452 bending Methods 0.000 claims description 27
- 238000003825 pressing Methods 0.000 claims description 17
- 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 9
- 238000009826 distribution Methods 0.000 claims description 5
- 230000005389 magnetism Effects 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims description 4
- 239000004744 fabric Substances 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 23
- 239000004567 concrete Substances 0.000 description 11
- 238000005266 casting Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 230000005347 demagnetization Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/24—Unitary mould structures with a plurality of moulding spaces, e.g. moulds divided into multiple moulding spaces by integratable partitions, mould part structures providing a number of moulding spaces in mutual co-operation
- B28B7/241—Detachable assemblies of mould parts providing only in mutual co-operation a number of complete moulding spaces
- B28B7/243—Detachable assemblies of mould parts providing only in mutual co-operation a number of complete moulding spaces for making plates, panels or similar sheet- or disc-shaped objects
- B28B7/245—Detachable assemblies of mould parts providing only in mutual co-operation a number of complete moulding spaces for making plates, panels or similar sheet- or disc-shaped objects using transportable mould batteries
-
- 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
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- 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
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
- B28B7/0017—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps for attaching mould walls on mould tables
-
- 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
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
- B28B7/002—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps using magnets
Abstract
The present invention relates to a kind of precast concrete wall panel production mould systems, it includes die station and is equipped in the first wallboard mould system in the die station, the first wallboard mould system includes multiple first rib molds, at least one first rib mold is steel-wood structure mold, the steel-wood structure mold includes punching block holder and plank sheathing, and the punching block holder and the plank sheathing are detachably connected.The precast concrete wall panel production mould system of the embodiment of the present invention, by using steel-wood structure mold as rib mold, not only alleviate mold weight, reduce the labor intensity of worker, and the versatility of the precast concrete wall panel production mould system is made to be greatly improved, the production requirement that a variety of wallboards can be met, to which the die cost of factory be greatly reduced.
Description
Technical field
The present invention relates to assembled architecture technical field, more particularly to a kind of precast concrete wall panel production mould system.
Background technology
In assembled arthitecutral structure, precast concrete wall panel is determined as vertical wallboard by its design feature, is suitble to flow
Waterline operation manufactures, therefore the suitable generalization of production mould and standardization.Current common precast concrete wall panel production mould has
Steel die, wooden die etc..The advantage of steel die be integral strength is high, rigidity is big, make precision is high, be unlikely to deform,
Mostly etc., disadvantage is that weight is big, of high cost to the number of turnover.Wood mold coupled advantage is that light weight and cost is relatively low, and disadvantage is turnover time
Number is less, to make precision low, yielding etc..And steel die and wood mold coupled all there is also the poor disadvantage of versatility, it is right
Go out the concrete panel of muscle mode in difference, needs to remake different molds, keep the number of molds that factory uses more, mould
It is higher to have cost.
Invention content
In view of the deficiencies of the prior art, it is pre- that it is an object of the present invention to provide a kind of versatilities is high, mold weight is relatively light
Concrete panel production mould system processed.
In order to solve the above-mentioned technical problem, the embodiment of the present invention provides a kind of precast concrete wall panel production mould system,
It includes die station and being equipped in the first wallboard mould system in the die station, and the first wallboard mould system includes multiple the
One rib mold, at least one first rib mold are steel-wood structure mold, and the steel-wood structure mold includes punching block branch
Frame and plank sheathing, the punching block holder and the plank sheathing are detachably connected.
As being further improved for above-described embodiment, it is equipped in the first wallboard mould system by multiple first ribs
At least two first rib molds of the hole die assembly that mold surrounds, described hole die assembly are the steel-wood structure mould
Tool.
As being further improved for above-described embodiment, described hole die assembly is rectangular to be equipped with, and is located at described hole mould
First rib mold of the two sides and top margin that have component is steel-wood structure mold；Or positioned at the two of described hole die assembly
First rib mold of relative side is steel-wood structure mold.
As being further improved for above-described embodiment, the first gear of two adjacent outer side edges in the first wallboard mould system
Side mold is steel-wood structure mold.
As being further improved for above-described embodiment, the first wallboard mould system includes four and surrounds the first of rectangle
Rib mold, one of them first rib mold are fixed punching block, and the fixed punching block is connect by bolt with the die station, two
A to be pressed in the die station by magnetic weight for the first rib mold of steel-wood structure mold, another the first rib mold is
Magnetic rib mold is simultaneously adsorbed in the die station.
As being further improved for above-described embodiment, the punching block holder includes two holder bent plates and is equipped with described two
Multiple connecting plates between a holder bent plate, the multiple connecting plate are separately connected described two holder bent plates, and the holder is curved
Plate has bending edges, and multiple connecting holes of the length direction distribution along the holder bent plate, institute are offered on the bending edges
The bending direction for stating the bending edges of two holder bent plates is opposite, and the plank sheathing pours side bending with described two holder bent plates
While by screw or being bolted, the screw or bolt pass through the connecting hole on the bending edges.
As being further improved for above-described embodiment, the precast concrete wall panel production mould system further include be equipped in
The second wallboard mould system in the die station, the second template mold system include multiple second rib molds, and at least one
A second rib mold is anti-side structure mold, and the anti-side structure mold includes lower die and upper mold, and the lower die is fixed
In in the die station, the upper mold include muscle holder, go out muscle beam and it is multiple go out gusset, it is described go out muscle holder be fixed on the mould
On platform, it is described go out muscle beam with it is described go out muscle holder be fixedly connected and it is outstanding be formed in the die station, it is the multiple go out link of boards exist
It is described go out muscle beam on and along it is described go out muscle beam length direction distribution, it is the multiple go out gusset from it is described go out muscle beam extend downwardly and
It is outstanding to be formed in the die station, it is the multiple go out gusset extend to the side that pours of the lower die relative to the lower die.
As being further improved for above-described embodiment, the upper mold include it is multiple along it is described go out muscle beam length direction it is fabric
Go out muscle holder, it is described go out muscle beam be connected to it is the multiple go out muscle holder on, it is described go out muscle beam the side that pours be equipped with mounting groove, institute
State it is multiple go out gusset by clamping screw be fixed on it is described go out muscle beam on, the clamping screw is matched with the mounting groove.
As being further improved for above-described embodiment, it is the multiple go out gusset be arranged closely in it is described go out muscle beam on, and phase
Neighbour two is formed with out muscle slot between going out gusset；Or it is the multiple go out gusset compartment of terrain be distributed in it is described go out muscle beam on, and institute
State it is multiple go out gusset with one it is wooden go out muscle template connect, it is described it is wooden go out muscle template on offer multiple to go out muscle slot and/or to go out muscle
Hole, it is described it is wooden go out muscle template be connected to it is the multiple go out gusset pour side.
As being further improved for above-described embodiment, it is described go out muscle holder include muscle pedestal, vertical support rod, go out muscle folder
Tool and goes out muscle mounting bracket at horizontal support bar, it is described go out muscle pedestal there is magnetic holder, one end of the vertical support rod is fixed on described
Go out on muscle pedestal, it is described go out muscle fixture include vertical folder hole and horizontal folder hole, the vertical support rod is detachably clamped at institute
State in vertical folder hole, the horizontal support bar is detachably clamped in the horizontal folder hole, it is described go out muscle mounting bracket be connected to
The horizontal support bar, which is located at, pours one end of side, it is described go out muscle beam by clamping screw with it is described go out muscle mounting bracket fix and connect
It connects.
As being further improved for above-described embodiment, the lower die is pressed in by magnetic weight in the die station, it is described go out
Muscle holder has magnetic and is adsorbed in the die station, it is described go out muscle holder be connected to the outside of the lower die.
As being further improved for above-described embodiment, the second wallboard mould system includes four and surrounds the second of rectangle
Rib mold, one of them second rib mold are fixed punching block, and the fixed punching block is connect by bolt with the die station, two
Second rib mold of a adjacent side is anti-side structure mold, and another second rib mold is steel-wood structure mold.
As being further improved for above-described embodiment, the first rib mold of one of described first wallboard mould system
Also it is fixed punching block, and is equipped in the same direction for the first rib mold and the second rib mold of fixed punching block.
As being further improved for above-described embodiment, the fixed punching block includes punching block bottom plate, punching block top plate, steel mould side board
With multiple support plates, the punching block bottom plate is parallel with punching block top plate to be equipped with, the multiple support plate be located at the punching block bottom plate and
It between punching block top plate, and is fixedly connected respectively with the punching block bottom plate and punching block top plate, the steel mould side board and the punching block bottom
Plate is fixedly connected with the side that pours of punching block top plate, and the punching block bottom plate is bolted with the die station.
As being further improved for above-described embodiment, it is spaced along its length on the steel mould side board and/or punching block top plate
Offer multiple waist typed through hole.
As being further improved for above-described embodiment, the side that pours of the steel mould side board is connected with tongue and groove mold, the enterprise
Mouth mold has from the die station pre-determined distance.
As being further improved for above-described embodiment, pass through magnetic weight pressure for the first rib mold of steel-wood structure mold
In the die station.
As being further improved for above-described embodiment, the magnetism weight includes fixed magnetic holder and is fixed on the fixed magnetic
Pressing plate on box, the pressing plate extend outwardly from one end of the fixed magnetic holder, the outstanding system in free end of the pressing plate, and the pressure
The free ending tool of plate has downwardly projecting pushing protrusion.
The precast concrete wall panel production mould system of the embodiment of the present invention, by using steel-wood structure mold as rib
Mold not only alleviates mold weight, reduces the labor intensity of worker, and makes the precast concrete wall panel production mould system
The versatility of system is greatly improved, and can meet the production requirement of a variety of wallboards, to which the mould of factory be greatly reduced
Has cost.
Description of the drawings
It is more particularly described by the preferred embodiment of the present invention shown in attached drawing, above and other purpose of the present invention, feature
It will be become more fully apparent with advantage.Identical reference numeral indicates identical part in whole attached drawings, and does not press deliberately real
Border size equal proportion scaling draws attached drawing, it is preferred that emphasis is shows this purport.
Fig. 1 is the structural schematic diagram of precast concrete wall panel production mould system.
Fig. 2 is the structural schematic diagram of the first wallboard mould system.
Fig. 3 is the partial enlarged view of the first wallboard mould system.
Fig. 4 is the structural schematic diagram of the second wallboard mould system.
Fig. 5 is the partial enlarged view of the second wallboard mould system.
Fig. 6 is the structural schematic diagram of fixed punching block.
Fig. 7 is the structural schematic diagram of tongue and groove mold.
Fig. 8 is the scheme of installation of fixed punching block.
Fig. 9 is that fixed punching block pours status diagram.
Figure 10 is the structural schematic diagram of punching block holder.
Figure 11 is the structural schematic diagram of holder bent plate.
Figure 12 is the scheme of installation of punching block holder.
Figure 13 is the structural schematic diagram of steel-wood structure mold.
Figure 14 is another viewing angle constructions schematic diagram of steel-wood structure mold.
Figure 15 is the structural schematic diagram of magnetic rib mold.
Figure 16 is the structural schematic diagram of magnetic weight.
Figure 17 is the use state diagram of magnetic weight.
Figure 18 is the portions the A enlarged drawing of Figure 17.
Figure 19 is the structural schematic diagram of the lower die of anti-side structure mold.
Figure 20 is the assembling process schematic diagram of anti-side structure mold.
Figure 21 is the partial enlarged view of Figure 20.
Figure 22 is the structural schematic diagram for muscle holder.
Figure 23 is the structural schematic diagram for muscle fixture.
Figure 24 is the structural schematic diagram for muscle beam.
Figure 25 is the structural schematic diagram for gusset.
Figure 26 is the structural schematic diagram of anti-side structure mold.
Figure 27 is the partial enlarged view of Figure 26.
Figure 28 pours status diagram for anti-side structure mold.
Figure 29 is the assembling process schematic diagram of anti-side structure mold in another embodiment.
Figure 30 is the partial structural diagram of anti-side structure mold in another embodiment.
Figure 31 is the explosive view of clamping screw.
Figure 32 is the stereogram of clamping screw.
Specific implementation mode
To facilitate the understanding of the present invention, below with reference to relevant drawings to being originally described more fully.
It should be noted that when an element is considered as " connection " another element, it can be directly to separately
One element and it is in combination be integrated, or may be simultaneously present centering elements.Term as used herein " installation ", " one
End ", " other end " and similar statement are for illustrative purposes only.
Unless otherwise defined, the technology of all of technologies and scientific terms used here by the article and the technical field for belonging to this
The normally understood meaning of personnel is identical.Term used in book described herein is intended merely to the mesh of description specific embodiment
, it is not intended that in the limitation present invention.Term " and or " used herein includes one or more relevant Listed Items
Any and all combinations.
It please refers to Fig.1 to Figure 32, the embodiment of the present invention provides a kind of precast concrete wall panel production mould system comprising
It die station 1 and is equipped in the first wallboard mould system 3 in die station 1.Die station 1 can be the rectangular flat structure of large area, die station 1
Upper surface be plane steel plate, the long side bottom of die station 1 can be then uninterrupted shaped steel, allow die station 1 in assembly line
It is moved between back-up roller wheel.First wallboard mould system 3 includes multiple first rib molds, and multiple first rib molds are surrounded by wall
The casting area of plate forms the first wallboard 7 then in casting area casting concrete after solidification.First rib mold both wrapped
The mold for including each side for being molded the first wallboard 7 is also included within the mold that door opening or window opening are formed on the first wallboard 7.Please
With reference to figure 2, at least one first rib mold is steel-wood structure mold 32.0 to Figure 14 is please referred to Fig.1, steel-wood structure mold 32
Including punching block holder and plank sheathing 324, punching block holder and plank sheathing 324 are detachably connected.By by punching block holder and plank sheathing
324 are detachably connected into steel-wood structure mold 32, can both mitigate the weight of mold, and cost is also relatively low, and can be with
Different plank sheathings is replaced as needed, the versatility of steel-wood structure mold 32 is made to be greatly improved, and is reduced a whole set of prefabricated
The cost of concrete panel production mould system.
It please refers to Fig.2 and Fig. 3 is equipped in the first wallboard mould system 3 by multiple first ribs in a preferred embodiment
At least two first rib molds of the hole die assembly that mold surrounds, hole die assembly are steel-wood structure mold 32.
In the present embodiment, hole die assembly is for being molded door opening, and in other embodiments, hole die assembly can be used for being molded
Window opening.Each first rib mold of hole die assembly surrounds enclosed construction, not casting concrete in the enclosed construction, to shape
At hole, and between each first rib mold of hole die assembly and the first rib mold for being used to be molded wall side of outside then
It is formed with the casting area of the first wallboard 7.
In a further preferred embodiment, hole die assembly it is rectangular be equipped with namely hole die assembly each
One rib mold constitutes a line of the rectangle.Referring to FIG. 2, in some embodiments, being located at the both sides of hole die assembly
Side is steel-wood structure mold 32, and the spacing between two sides is wider, therefore connects the first rib mould of the top margin of two sides
Tool also uses steel-wood structure mold 32.The hole die assembly on the first wallboard 7 for being molded door opening.In other embodiments
In, hole die assembly can be used for being molded window opening, and the first rib mold positioned at the two opposite sides side of hole die assembly is
Steel-wood structure mold, and the spacing between the side of two opposite sides is smaller, therefore the top margin for connecting two sides can directly use fixed dress
The fixed plank sheathing of system.The structure of hole die assembly for being molded window opening can be with shown in reference chart 4 and Fig. 5.
Referring to FIG. 2, first rib mold of two adjacent outer side edges is steel-wood structure mold in the first wallboard mould system 3
32.Specifically, the first rib mold for being molded 7 a side of the first wallboard and top margin of the first wallboard mould system 3
For steel-wood structure mold 32.In a further preferred embodiment, the first wallboard mould system 3 includes four and surrounds the of rectangle
One rib mold.One of them first rib mold is fixed punching block 31, and fixed punching block 31 is connect by bolt with die station 1, Gu
Determine the bottom edge that punching block 31 can be used for being molded the first wallboard 7.Two pass through magnetism for the first rib mold of steel-wood structure mold 32
Weight 11 is pressed in die station 1, another the first rib mold is magnetic rib mold 33 and is adsorbed in die station 1.Two steel wood
Structure mold 32 is respectively used to be molded a side of the first wallboard 7 and a top margin opposite with bottom edge.Magnetic rib mould
The substantially strip rectangular beam shape of tool 33, another side for being molded the first wallboard 7.Fixed punching block 31 can be fixed on
In die station 1, generally just no longer remove.And two steel-wood structure molds 32 and magnetic rib mold 33 are then in form removal from die station 1
On removed, when being molded again, and be installed in die station 1.Magnetic rib mold 33 can be with the magnetic that machine starts automatically
Iron system when needing mobile, first by magnetic 33 demagnetization of rib mold, is then lifted again with suspender and is moved.It puts and makes to institute in die station 1
When needing position, then so that magnetic rib mold 33 is generated magnetism, be adsorbed onto in die station 1.It is steel-wood structure mold 32 for two
First rib mold, then be pressed in by magnetic weight 11 in die station 1, and magnetic weight 11 pushes down the punching block branch of steel-wood structure mold 32
Frame, and with die station 1 by magnetic-adsorption, to which steel-wood structure mold 32 be fixed.When form removal, make 11 demagnetization of magnetic weight, first
Magnetic weight 11 is removed, then again removes steel-wood structure mold 32.
6 and Figure 17 are please referred to Fig.1, in a preferred embodiment, magnetic weight 11 includes fixed magnetic holder 111 and is fixed on fixation
One end of pressing plate 112 on magnetic holder 111,112 self-retaining magnetic holder 111 of pressing plate extends outwardly, when freely putting, pressing plate 112
The outstanding system in free end 1121.The free end 1121 of pressing plate 112 has downwardly projecting pushing protrusion 1122.It is solid using magnetic weight 11
When determining steel-wood structure mold 32,111 demagnetization of magnetic holder will be first fixed, appropriate position system is then moved in die station 1, and make fixed magnetic
The outside (other side opposite with side is poured) of punching block holder is supported in one end of box 111 towards the free end 1121 of pressing plate 112, pressure
The outside of plank sheathing 324 is then supported in the free end 1121 of plate 112, while pushing protrusion 1122 and being pressed on punching block holder, finally makes
Fixed magnetic holder 111 restores magnetic, and to make fixed magnetic holder 111 be adsorbed in die station 1, steel-wood structure mold 32 is fixed.Excellent
Select in embodiment, one end of fixed magnetic holder 111 towards the free end 1121 of pressing plate 112 support positioned at bottom (namely with 1 phase of die station
Contact) holder bent plate 321 outside.
0 to Figure 14 is please referred to Fig.1, in a preferred embodiment, punching block holder includes two holder bent plates 321 and is equipped with two
Multiple connecting plates 322 between a holder bent plate 321, multiple connecting plates 322 are separately connected two holder bent plates 321.It is specific next
It says, the substantially strip U-shaped board of holder bent plate 321, holder bent plate 321 has main part and is connected to two of main part both sides
Bending edges 3211 offer the mounting hole 3213 that multiple length directions along holder bent plate are distributed, bending edges 3211 on main part
On offer the connecting hole 3212 that multiple length directions along holder bent plate 321 are distributed.It is curved that connecting plate 322 is held on two holders
Between plate 321, and it is connect with the main part of holder bent plate 321 by the bolt across mounting hole 3213.Two holder bent plates 321
It is equipped with opposite to each other namely the bending direction of the bending edges of two holder bent plates 321 3211 is opposite.Plank sheathing 324 and two holders are curved
Being located at for plate 321 pours the bending edges 3211 of side by screw or is bolted, and screw or bolt pass through on bending edges 3211
Connecting hole 3212.The length of plank sheathing 324 can be identical as the length of holder bent plate 321, can also be longer than holder bent plate 321
It spends longer.It can be opened up on plank sheathing 324 and go out muscle hole 3241 for what reinforcing bar passed through so that the reinforcing bar on the side of the first wallboard 7
Muscle hole 3241 and punching block holder can be passed through out, is stretched out in outside steel-wood structure mold 32.Going out muscle hole 3241, to be located at two holders curved
Between plate 321, namely if muscle hole 3241 will be gone out along its axial direction to the extension of punching block holder, goes out muscle hole 3241 and be located at two holders
Between bent plate 321, it also is located between two holder bent plates 321 from the reinforcing bar that muscle hole 3241 is stretched out is gone out.Connecting plate 322 or
The main part of bending plate, flanging and holder bent plate 321 is bolted.2 are please referred to Fig.1, in installation steel-wood structure mold
When 32, first two stands bent plate 321 is equipped with opposite to each other, is aligned and is spaced apart, a connecting plate 322 is then formed on two
Between one end of holder bent plate 321, and it is bolted with one end of two stands bent plate 321, then again at a certain distance,
One connecting plate 322 is connect with two stands bent plate 321, until the other end of two holder bent plates 321 also connects with a connecting plate 322
It connects, obtains assembled punching block holder.3 are please referred to Fig.1, then punching block holder is turned over and is turn 90 degrees, by plank sheathing 324 and two branch
The same side bending edges 3211 of frame bent plate 321 bolt or screw connect, and obtain steel-wood structure mold 32.
It please refers to Fig.1, Fig. 4 and Fig. 5, in a preferred embodiment, which further includes
It is equipped in the second wallboard mould system 5 in die station 1, the second wallboard mould system 5 is for being molded another second wallboard 9.The
Two template mold systems 5 include multiple second rib molds, and similar with the first wallboard mould system 3, the second rib mold was both
Include the mold on each side for being molded the second wallboard 9, is also included within the mold for forming door opening or window opening on the second wallboard 9.
At least one second rib mold is anti-side structure mold 52, and anti-side structure mold 52 is used in the second wallboard 9
It is at least one while it is upper form anti-while 91.Anti- side structure mold 52 includes lower die and upper mold, and lower die is fixed in die station 1.It please refers to
Figure 19, lower die include lower mould holder 525 and lower template 526, and lower mould holder 525 can be the U-shaped board of steel, and can pass through
Magnetic weight 11 is fixed in die station 1.Die station 1, lower die and upper mold together constitute the concrete formation die assembly of the present invention
A part.Lower template 526 can be wooden template, and lower template 526 can pass through bolt or screw and lower mould holder 525
Inside connection.Under the upper end of lower template 526 is relative to lower mould holder 525 is protruding upward namely the height of lower template 526 is more than
The height of mould holder 525.When fixing lower die with magnetic weight 11, the free end 1121 of the pressing plate 112 of magnetic weight 11 is made to support
Outside (i.e. with the pour side opposite other side) of the lower template 526 relative to 525 part protruding upward of lower mould holder, and under being located at
The top of mould holder 525.Pushing protrusion 1122 on pressing plate 112 compresses lower mould holder 525 from top to bottom.111 court of fixed magnetic holder
The outside that lower mould holder 525 is supported to one end of the free end 1121 of pressing plate 112 makes fixed magnetic holder 111 position.
Please refer to Fig.2 0 to Figure 30, upper mold include muscle holder 521, go out muscle beam 522 and it is multiple go out gusset 523.Go out muscle branch
Frame 521 is fixed in die station 1, go out muscle beam 522 with go out muscle holder 521 be fixedly connected and it is outstanding be formed in die station 1, go out muscle beam 522 with
Lower die (namely lower template 526) extends along identical length direction namely the length direction of the two is parallel.It is multiple go out gusset 523
Be connected to out on muscle beam 522 and along the length direction distribution for going out muscle beam 522, it is multiple go out gusset 523 extended downwardly from muscle beam 522 is gone out
And it is outstanding be formed in die station 1, it is multiple go out gusset 523 extend to the side that pours of lower die relative to lower die.4 are please referred to Fig.2, muscle beam is gone out
522 include two rectangular steel pipes 5221 and two semi-open type rectangular tubes 5222 being held between two rectangular steel pipes 5221, and two
A rectangular steel pipe 5221 is located at upper and lower ends, and two semi-open type rectangular tubes 5222 are connect with two rectangular steel pipes 5221, position
In offering opening along its length on the lateral wall for going out the semi-open type rectangular tube 5222 that muscle beam 522 pours side, at this
Mounting groove 5223 is formed on semi-open type rectangular tube 5222, on the lateral wall of another semi-open type rectangular tube 5222 along its length
It offers opening and forms mounting groove 5223.5 are please referred to Fig.2, goes out gusset 523 and includes bending plate 5231 and checkered steel plate 5232,
The bending part of bending plate 5231 is hung over out on the rectangular steel pipe 5221 on 522 top of muscle beam, and checkered steel plate 5232 is attached to bending plate
5231 pour side surface, the wall side rough surface for being molded the second wallboard 9.Connecting hole 5234 is formed on bending plate 5231.
Go out gusset 523 and extended downwardly from muscle beam 522 is gone out, goes out distance of the lower edge of gusset 523 apart from the upper surface of die station 1 substantially under
The height of mould is equal.0 is please referred to Fig.2, goes out gusset 523 and extends to the side that pours of lower die relative to lower die, namely go out the ratio of gusset 523
Lower die is closer to the middle part of the second wallboard 9, and concrete can be across the gap gone out gusset 523 and die station 1, until filling out when pouring
It is charged at lower template 526, forms the anti-side 91 of the second wallboard 9 after concrete curing.Go out the water of gusset 523 and lower template 526
Flat distance determines the width on anti-side 91.
2 to Figure 28 are please referred to Fig.2, in a further preferred embodiment, upper mold includes that multiple edges go out 522 length side of muscle beam
Go out muscle holder 521 to fabric, go out muscle beam 522 be connected to it is multiple go out muscle holder 521 on, the side that pours for going out muscle beam 522 is equipped with
Mounting groove, it is multiple go out gusset 523 be fixed on out on muscle beam 522 by clamping screw 524, clamping screw 524 pass through connecting hole
5234, it is matched with mounting groove 5223, gusset 523 will be gone out and locked.Specifically, it is multiple go out muscle holder 521 it is spaced apart,
Go out muscle beam 522 to be fixedly connected with muscle holder 521 is gone out also by clamping screw 524.
1 and 32 are please referred to Fig.3, clamping screw 524 includes screw head 5241, screw rod 5242, backing plate 5243, compresses round nut
5244 and locking nut 5246.Screw head 5241 is connected to one end of screw rod 5242.Backing plate 5243 is in disk-shaped, intermediate trepanning, pad
The diameter of plate 5243 is more than the maximum outside diameter of screw head 5241.Backing plate 5243 is sleeved on screw rod 5242, compresses round nut 5244 and spiral shell
Bar 5242 is threadedly coupled, and compresses side of the backing plate 5243 far from screw head 5241, and locking nut 5246 connects with 5242 screw thread of screw rod
It connects, and compresses and compress side of the round nut 5244 far from screw head 5241.When clamping screw 524 is locked, it will wait for that locking member is formed on
Between screw head 5241 and backing plate 5243, round nut 5244 is then rotatably compressed, compression round nut 5244 is made to push 5243 court of backing plate
Screw head 5241 moves, and makes screw head 5241 and backing plate 5243 that will wait for that locking member is locked, and then rotates locking nut 5246, makes
Locking nut 5246, which abuts, compresses side of the round nut 5244 far from screw head 5241, prevents from compressing round nut 5244 under dynamic loading
It loosens.1 is please referred to Fig.2, in the present embodiment, waits for that locking member is muscle beam 522 and go out gusset 523, screw head 5241 is caught in out
In the mounting groove 5223 of muscle beam 522, screw rod 5242 passes through out the connecting hole 5234 on gusset 523, and backing plate 5243 is by mounting groove
5223 side wall is clamped with gusset 523 is gone out, and is locked at out on muscle beam 522 to go out gusset 523.In a preferred embodiment, it locks
Tight nut 5246 and compress and be also clamped with spring washer 5247 between round nut 5244, spring washer 5247 is sleeved on screw rod 5242, for
Locking nut 5246 applies elastic force with round nut 5244 is compressed, and prevents locking nut 5246 from being loosened with round nut 5244 is compressed.
It is further preferred that the side for compressing round nut 5244 towards locking nut 5246 is equipped with annular groove, spring washer 5247 is stored
In annular groove.In another preferred embodiment, it compresses there are one being also clamped between round nut 5244 and backing plate 5243 or more
A plain washer 5245, plain washer 5245 are sleeved on screw rod 5242.
Please refer to Fig.2 5 to Figure 28, in a further preferred embodiment, it is multiple go out gusset 523 be arranged closely in out muscle beam
On 522, and it is two neighboring go out gusset 523 between be formed with out muscle slot 5233.Specifically, go out gusset 523 and be connected to out muscle beam
Bending part on 522 is arranged closely in out on muscle beam 522, and from going out the part and corresponding flower that muscle beam 522 extends downwardly out
The width of line steel plate 5232 be less than its bending part width, therefore it is two neighboring go out gusset 523 between be formed with out muscle slot
5233.Before pouring, needs the stirrup 92 examined to be stretched out from muscle slot 5233 is gone out the second wallboard 9, then carry out pouring for concrete again
It builds.
Please refer to Fig.2 9 and Figure 30, in another preferred embodiment, it is multiple go out 523 compartment of terrain of gusset be distributed in out muscle beam
On 522, and it is multiple go out gusset 523 with one it is wooden go out muscle template 527 connect, it is wooden go out muscle template 527 on offer it is multiple go out muscle
Die cavity 5271 and/or go out muscle die hole 5272, it is wooden go out muscle template 527 be connected to it is multiple go out gusset 523 pour side.It is specific next
Say, go out on muscle beam 522 to install 3-5 by clamping screw 524 and go out gusset 523, it is adjacent go out gusset 523 between be spaced it is certain
Distance, hole can be opened up by going out on gusset 523, it is wooden go out muscle template 527 by screw or bolt with it is multiple go out gusset 523
It is fixedly connected.It is consistent with the effect for going out muscle slot 5233 in previous embodiment to go out muscle die cavity 5271, for making stirrup 92 stretch out, goes out
Muscle die hole 5272 is then used to make the joint bar on the second wallboard 9 to go out the stretching of muscle die hole 5272 from this.
0 to Figure 25 is please referred to Fig.2, in a preferred embodiment, it includes muscle pedestal 5211, vertical support to go out muscle holder 521
Bar 5212 goes out muscle fixture 5214, horizontal support bar 5213 and goes out muscle mounting bracket 5215.Going out muscle pedestal 5211 has magnetic holder, can be with
It is adsorbed in die station 1.One end of vertical support rod 5212 is fixed on out on muscle pedestal 5211.It includes vertical folder to go out muscle fixture 5214
The axial direction of hole 5216 and horizontal folder hole 5217, vertical folder hole 5216 and horizontal folder hole 5217 is orthogonal.Vertical support rod 5212
It is detachably clamped in vertical folder hole 5216, horizontal support bar 5213 is detachably clamped in horizontal folder hole 5217.Vertically
It is all parallel to the axial opening in hole on the side wall of folder hole 5216 and horizontal folder hole 5217, is then set respectively in the both sides of opening
Threaded joints are formed with, bolt passes through two threaded joints, when bolt is locked, by closure of openings, to make vertical folder hole
5216 and horizontal folder hole 5217 vertical support rod 5212 and horizontal support bar 5213 can be fixedly clamped respectively.When bolt unclamps
When, then be open opening, and vertical support rod 5212 and horizontal support bar 5213 are not clamped, can be relative to 5216 He of vertical folder hole
Horizontal folder hole 5217 moves, and carries out height or length adjustment, can also be taken out from vertical folder hole 5216 and horizontal folder hole 5217.
Go out muscle mounting bracket 5215 and be connected to horizontal support bar 5213 and be located to pour one end of side, go out muscle beam 522 by clamping screw 524 with
Go out muscle mounting bracket 5215 to be fixedly connected.
7 and Figure 28 are please referred to Fig.2, in a preferred embodiment, lower die is pressed in by magnetic weight 11 in die station 1, goes out muscle branch
Frame 521 has magnetic and is adsorbed in die station 1, goes out the outside that muscle holder 521 is connected to lower die.Specifically, magnetic weight 11
Fixation magnetic holder 111 be connected to lower die lower mould holder 525 outside, the free end 1121 of pressing plate 112 is connected to lower template 525
Outside, and push protrusion and 1122 push down lower mould holder 525, lower die is fixed in die station 1.
It please refers to Fig.4 and Fig. 5, in a preferred embodiment, the second wallboard mould system 5 surrounds the second of rectangle including four
Rib mold, this four the second rib molds are used to be molded four sides of the second wallboard 9.One of them second rib mold is solid
Determine punching block 51, fixed punching block 51 is connect by bolt with die station 1, the bottom edge for being molded the second wallboard 9.The knot of fixed punching block 51
Structure can be identical as the structure of fixation punching block 31 in the first wallboard mould system 3.Second rib mold of two adjacent sides
For anti-side structure mold 52, a side for being molded the second wallboard 9 and a top margin, another second rib mold are steel wood
Structure mold 53, another side for being molded the second wallboard 9.The structure of the steel-wood structure mold 53 can be with the first formwall
The structure of fixation punching block 32 in tool system 3 is identical, and is fixed in die station 1 by magnetic weight 11.
In a further preferred embodiment, first rib mold of one of first wallboard mould system 3 is also solid
Determine punching block, and is equipped in the same direction for the first rib mold and the second rib mold of fixed punching block.Namely the first wallboard mould system 3
Fixation punching block 31 and the fixation punching block 51 of the second wallboard mould system 5 be equipped in same direction, be specifically all equipped in Fig. 1
Shown in lower section, for being molded the bottom edge of the first wallboard 7 and the second wallboard 9.In a preferred embodiment, the first wallboard mould system
3 fixation punching block 31 and the fixation punching block 51 of the second wallboard mould system 5 link together, and the two pours side surface substantially
It is in the same plane.After being installed to die station 1 for the first time, the fixation punching block 31 and the second wallboard of the first wallboard mould system 3
Or else the fixation punching block 51 of mold system 5 is generally just removed.
Referring to FIG. 6, fixed punching block 31 includes punching block bottom plate 311, punching block top plate 312, steel mould side board 313 and multiple supports
Plate 314.Punching block bottom plate 311 is parallel with punching block top plate 312 to be equipped with.Multiple support plates 314 are located at punching block bottom plate 311 and punching block top plate
It between 312, and is fixedly connected respectively with punching block bottom plate 311 and punching block top plate 312, in punching block bottom plate 311 and punching block top plate
Supporting role is formed between 312, reinforces the intensity of fixed punching block 31.Steel mould side board 313 and punching block bottom plate 311 and punching block top plate
312 side that pours is fixedly connected, and is also connect with multiple support plates 314.Punching block bottom plate 311, punching block top plate 312, steel mould side board 313
Connection type between support plate 314 can be welded to connect.Multiple punching block bottom outlets 3111 are offered on punching block bottom plate 311,
Bolt passes through the location hole in punching block bottom outlet 3111 and die station 1, and punching block bottom plate 311 and die station 1 are linked together.Second wallboard
The structure of the fixation punching block 51 of mold system can be identical as the structure of fixation punching block 31 of the first wallboard mould system.
In a further preferred embodiment, it is spaced apart along its length on steel mould side board 313 and/or punching block top plate 312
Equipped with multiple waist typed through hole 315.Waist typed through hole 315 on steel mould side board 313 be for the ease of by steel mould side board 313 and be equipped in
Tongue and groove mold 317 thereon is attached.If the bottom edge of wallboard need not be equipped with tongue and groove, without connecting on steel mould side board 313
The waist typed through hole 315 on steel mould side board 313 need to be blocked when connecing tongue and groove mold 317, therefore pouring, in case concrete leaks.Steel
Waist typed through hole 315 on mould top plate 312 is then equipped with for the ease of being superimposed other widening parts on fixed punching block 313.
Fig. 7 to Fig. 9 is please referred to, the side that pours of steel mould side board 313 is connected with tongue and groove mold 317, and tongue and groove mold 317 is from die station
1 pre-determined distance.317 general rectangular long tube shape of tongue and groove mold, it is multiple fixed to be equipped on the surface opposite with side is poured
Position screw rod 3171, multiple positioning screws 3171 are inserted into the waist typed through hole 315 on steel mould side board 313, are then connect with nut, from
And it is fixed on the pouring on side surface of steel mould side board 313.Tongue and groove mold 317 is that outstanding system pours side surface in steel mould side board 313
On namely tongue and groove mold 317 upper surface certain distance of the bottom edge apart from die station 1, when pouring, concrete can be filled to tongue and groove mould
Gap location between tool 317 and die station 1, to form tongue and groove.
The precast concrete wall panel production mould system of the embodiment of the present invention, by using steel-wood structure mold as rib
Mold not only alleviates mold weight, reduces the labor intensity of worker, and makes the precast concrete wall panel production mould system
The versatility of system is greatly improved, and can meet the production requirement of a variety of wallboards, to which the mould of factory be greatly reduced
Has cost.
Each technical characteristic of embodiment described above can be combined arbitrarily, to keep description succinct, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, it is all considered to be the range of this specification record.
The several embodiments invented above described embodiment only expresses, the description thereof is more specific and detailed, but not
It can therefore be construed as limiting the scope of the patent.It should be pointed out that for those of ordinary skill in the art,
Without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to the protection model of the present invention
It encloses.Therefore, the protection domain of patent of the present invention should be determined by the appended claims.
Claims (10)
1. a kind of precast concrete wall panel production mould system, which is characterized in that including die station and be equipped in the die station
First wallboard mould system, the first wallboard mould system include multiple first rib molds, at least one first gear
Side mold is steel-wood structure mold, and the steel-wood structure mold includes punching block holder and plank sheathing, the punching block holder and described
Plank sheathing is detachably connected.
2. precast concrete wall panel production mould system according to claim 1, which is characterized in that first formwall
It is equipped with the hole die assembly surrounded by multiple first rib molds in tool system, at least two of described hole die assembly
First rib mold is the steel-wood structure mold, is equipped with it is further preferred that described hole die assembly is rectangular, and institute is located at
First rib mold of the two sides and top margin of stating hole die assembly is steel-wood structure mold；Or it is located at described hole mold
The first rib mold on the two opposite sides side of component is steel-wood structure mold.
3. precast concrete wall panel production mould system according to claim 1, which is characterized in that first formwall
The first rib mold of two adjacent outer side edges is steel-wood structure mold in tool system, it is further preferred that first formwall
Tool system includes four the first rib molds for surrounding rectangle, one of them first rib mold is fixed punching block, the fixation
Punching block is connect by bolt with the die station, and two are pressed in institute for the first rib mold of steel-wood structure mold by magnetic weight
It states in die station, another the first rib mold is magnetic rib mold and is adsorbed in the die station.
4. precast concrete wall panel production mould system according to claim 1, which is characterized in that the punching block holder packet
The multiple connecting plates for including two holder bent plates and being equipped between described two holder bent plates, the multiple connecting plate are separately connected
Described two holder bent plates, the holder bent plate has bending edges, and is offered on the bending edges along the holder bent plate
Length direction distribution multiple connecting holes, the bending direction of the bending edges of described two holder bent plates is opposite, the plank sheathing with
Described two holder bent plates pour side bending edges by screw or are bolted, and the screw or bolt pass through the bending edges
On connecting hole.
5. precast concrete wall panel production mould system according to claim 1, which is characterized in that further include being equipped in institute
The second wallboard mould system in die station is stated, the second template mold system includes multiple second rib molds, at least one
The second rib mold is anti-side structure mold, and the anti-side structure mold includes lower die and upper mold, and the lower die is fixed on
In the die station, the upper mold include muscle holder, go out muscle beam and it is multiple go out gusset, it is described go out muscle holder be fixed on the die station
On, it is described go out muscle beam with it is described go out muscle holder be fixedly connected and it is outstanding be formed in the die station, it is the multiple go out link of boards in institute
State out on muscle beam and along it is described go out muscle beam length direction distribution, it is the multiple go out gusset from it is described go out muscle beam extend downwardly and hang
Be formed in the die station, it is the multiple go out gusset relative to the lower die to the lower die pour side extend.
6. precast concrete wall panel production mould system according to claim 5, which is characterized in that the upper mold includes more
It is a along it is described go out muscle beam length direction it is fabric go out muscle holder, it is described go out muscle beam be connected to it is the multiple go out muscle holder on, it is described
The side that pours for going out muscle beam is equipped with mounting groove, it is the multiple go out gusset by clamping screw be fixed on it is described go out muscle beam on, it is described
Clamping screw is matched with the mounting groove；
Alternatively, it is the multiple go out gusset be arranged closely in it is described go out muscle beam on, and it is two neighboring go out gusset between be formed with out muscle
Slot；Or it is the multiple go out gusset compartment of terrain be distributed in it is described go out muscle beam on, and it is the multiple go out gusset and one it is wooden go out muscle mould
Plate connects, it is described it is wooden go out muscle template on offer it is multiple go out muscle slot and/or to go out muscle hole, it is described it is wooden go out muscle template be connected to institute
State it is multiple go out gusset pour side；
Alternatively, it is described go out muscle holder include muscle pedestal, vertical support rod, go out muscle fixture, horizontal support bar and going out muscle mounting bracket,
It is described go out muscle pedestal there is magnetic holder, one end of the vertical support rod be fixed on it is described go out muscle pedestal on, it is described go out muscle fixture packet
Vertical folder hole and horizontal folder hole are included, the vertical support rod is detachably clamped in the vertical folder hole, described horizontally-supported
Bar is detachably clamped in the horizontal folder hole, it is described go out muscle mounting bracket be connected to the horizontal support bar be located at pour side
One end, it is described go out muscle beam by clamping screw with it is described go out muscle mounting bracket be fixedly connected；
Alternatively, the lower die is pressed in by magnetic weight in the die station, it is described go out muscle holder have magnetic and be adsorbed on described
In die station, it is described go out muscle holder be connected to the outside of the lower die；
Alternatively, the second wallboard mould system includes four the second rib molds for surrounding rectangle, one of them second rib
Mold is fixed punching block, and the fixed punching block is connect by bolt with the die station, the second rib mold of two adjacent sides
For anti-side structure mold, another second rib mold is steel-wood structure mold；It is further preferred that first wallboard mould system
The first rib mold of one of system is also fixed punching block, and is the first rib mold and the second rib mold of fixed punching block
It is equipped in the same direction.
7. the precast concrete wall panel production mould system according to claim 3 or 6, which is characterized in that the fixed steel
Mould includes punching block bottom plate, punching block top plate, steel mould side board and multiple support plates, and the punching block bottom plate is parallel with punching block top plate to be equipped with,
The multiple support plate is solid with the punching block bottom plate and punching block top plate between the punching block bottom plate and punching block top plate, and respectively
Fixed connection, the steel mould side board are fixedly connected with the side that pours of the punching block bottom plate and punching block top plate, the punching block bottom plate and institute
Die station is stated to be bolted.
8. precast concrete wall panel production mould system according to claim 7, which is characterized in that the steel mould side board
And/or it is spaced apart along its length on punching block top plate and is equipped with multiple waist typed through hole；
Alternatively, the side that pours of the steel mould side board is connected with tongue and groove mold, the tongue and groove mold is from the die station pre-determined distance.
9. precast concrete wall panel production mould system according to claim 1, which is characterized in that be steel-wood structure mold
The first rib mold be pressed in the die station by magnetic weight.
10. precast concrete wall panel production mould system according to claim 9, which is characterized in that the magnetism weight
Including fixed magnetic holder and the pressing plate being fixed on the fixed magnetic holder, the pressing plate is from one end of the fixed magnetic holder to extension
It stretches, the outstanding system in free end of the pressing plate, and the free ending tool of the pressing plate has downwardly projecting pushing protrusion.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201810113103.7A CN108372581B (en) | 2018-02-05 | 2018-02-05 | Prefabricated concrete wallboard production mould system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810113103.7A CN108372581B (en) | 2018-02-05 | 2018-02-05 | Prefabricated concrete wallboard production mould system |
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| CN108372581B CN108372581B (en) | 2024-03-19 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109435021A (en) * | 2018-12-25 | 2019-03-08 | 六安远大住宅工业有限公司 | A kind of die assembly and its application method for prefabricated U-shaped component |
| CN110640878A (en) * | 2019-09-29 | 2020-01-03 | 上海建工材料工程有限公司 | PC component modular combined mold and design method thereof |
| CN111546468A (en) * | 2020-06-15 | 2020-08-18 | 安徽建工建筑工业有限公司 | Combined adjustable laminated plate die |
| CN111571774A (en) * | 2020-05-25 | 2020-08-25 | 山东弘宜装配式建筑科技有限公司 | Precast concrete with filling heat preservation wallboard assembling die |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106042156A (en) * | 2016-08-01 | 2016-10-26 | 安徽三建工程有限公司 | Precast concrete member production mold with magnetic partition |
| CN205915480U (en) * | 2016-07-29 | 2017-02-01 | 中民筑友科技投资有限公司 | Combined die |
| KR101777790B1 (en) * | 2017-05-23 | 2017-09-13 | (주)대우건설 | Transformable formwork system for dealing with various curvature change and lateral gradient change in precast bridge deck |
| CN107486927A (en) * | 2017-05-16 | 2017-12-19 | 中建四局深圳实业有限公司 | A kind of big die station mould for the construction of plate class prefabricated components streamline |
| CN208100688U (en) * | 2018-02-05 | 2018-11-16 | 维拓客科技（深圳）有限公司 | Precast concrete wall panel production mould system |
-
2018
- 2018-02-05 CN CN201810113103.7A patent/CN108372581B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205915480U (en) * | 2016-07-29 | 2017-02-01 | 中民筑友科技投资有限公司 | Combined die |
| CN106042156A (en) * | 2016-08-01 | 2016-10-26 | 安徽三建工程有限公司 | Precast concrete member production mold with magnetic partition |
| CN107486927A (en) * | 2017-05-16 | 2017-12-19 | 中建四局深圳实业有限公司 | A kind of big die station mould for the construction of plate class prefabricated components streamline |
| KR101777790B1 (en) * | 2017-05-23 | 2017-09-13 | (주)대우건설 | Transformable formwork system for dealing with various curvature change and lateral gradient change in precast bridge deck |
| CN208100688U (en) * | 2018-02-05 | 2018-11-16 | 维拓客科技（深圳）有限公司 | Precast concrete wall panel production mould system |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109435021A (en) * | 2018-12-25 | 2019-03-08 | 六安远大住宅工业有限公司 | A kind of die assembly and its application method for prefabricated U-shaped component |
| CN109435021B (en) * | 2018-12-25 | 2024-02-23 | 六安远大住宅工业有限公司 | Die assembly for prefabricating U-shaped component and using method of die assembly |
| CN110640878A (en) * | 2019-09-29 | 2020-01-03 | 上海建工材料工程有限公司 | PC component modular combined mold and design method thereof |
| CN111571774A (en) * | 2020-05-25 | 2020-08-25 | 山东弘宜装配式建筑科技有限公司 | Precast concrete with filling heat preservation wallboard assembling die |
| CN111546468A (en) * | 2020-06-15 | 2020-08-18 | 安徽建工建筑工业有限公司 | Combined adjustable laminated plate die |
| CN111546468B (en) * | 2020-06-15 | 2021-07-30 | 安徽建工建筑工业有限公司 | Combined adjustable laminated plate die |
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|---|---|
| CN108372581B (en) | 2024-03-19 |
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