CN208100677U - Concrete formation mold - Google Patents

Abstract

The utility model relates to a kind of concrete formation molds, it includes punching block bracket and plank sheathing, the punching block bracket includes two bracket bent plates and multiple connecting plates for being arranged between described two bracket bent plates, the multiple connecting plate is separately connected described two bracket bent plates, the bracket bent plate has bending edges, the bending direction of the bending edges of described two bracket bent plates is opposite, and the plank sheathing is connected to the side of described two bracket bent plates, and connect with the bending edges of the bracket bent plate.The concrete formation mold of the utility model embodiment, it is composed of punching block bracket and plank sheathing, for steel die, there is lighter in weight, lower-cost advantage, and for wooden die, then there are the advantages such as integral strength is high, rigidity is big, the number of turnover is more.Moreover, can replace different plank sheathings for different molding objects, the versatility of mold is also relatively good, reduces the die cost of factory.

Description

Concrete formation mold

Technical field

The utility model relates to assembled architecture technical field, in particular to a kind of concrete formation mold.

Background technique

In assembled arthitecutral structure, precast concrete wall panel is determined as vertical wallboard by its design feature, is suitble to flow Waterline operation manufacture, 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 is that integral strength is high, rigidity is big, production precision is high, is unlikely to deform, Mostly etc., disadvantage is that weight is big, at high cost to the number of turnover.Wood mold coupled advantage is that light weight and cost is lower, and disadvantage is turnover time Number less, production precision it is low, easily-deformable etc..And steel die and wood mold coupled disadvantage all poor there is also versatility, it is right In the concrete panel of different muscle modes out, need to remake different molds, the number of molds for using factory is more, mould Has higher cost.

Utility model content

In view of the deficiencies of the prior art, the utility model aim is to provide that a kind of versatility is high, mold weight is relatively light Concrete formation mold.

In order to solve the above-mentioned technical problem, the utility model embodiment provides a kind of concrete formation mold comprising steel Mould holder and plank sheathing, the punching block bracket include two bracket bent plates and are arranged in multiple between described two bracket bent plates Connecting plate, the multiple connecting plate are separately connected described two bracket bent plates, and the bracket bent plate has bending edges, described two The bending direction of the bending edges of bracket bent plate is opposite, and the plank sheathing is connected to the side of described two bracket bent plates, and with institute State the bending edges connection of bracket bent plate.

As the further improvement of above-described embodiment, the length direction along the bracket bent plate is offered on the bending edges The side bending edges that pour of multiple connecting holes of distribution, the plank sheathing and described two bracket bent plates are connected by screw or bolt It connects, the screw or bolt pass through the connecting hole on the bending edges.

As the further improvement of above-described embodiment, the bracket bent plate has main part and is connected to main part two sides Two bending edges offer the mounting hole that multiple length directions along bracket bent plate are distributed, the company on the main part Fishplate bar is held between two bracket bent plates, and is connected by the main part of the bolt and the bracket bent plate that pass through the mounting hole It connects.

As the further improvement of above-described embodiment, the connecting plate is also bending plate, the flanging of the connecting plate and institute The main part for stating bracket bent plate is bolted described in the mounting hole by passing through.

As the further improvement of above-described embodiment, the length of the plank sheathing is greater than or equal to the length of the bracket bent plate Degree.

As the further improvement of above-described embodiment, the muscle hole out passed through for reinforcing bar is offered on the plank sheathing, it is described Muscle hole is between described two bracket bent plates out.

As the further improvement of above-described embodiment, the concrete formation mold further includes magnetic weight, the magnetism Weight is connect with the punching block bracket, for the bracket bent plate for being located at bottom to be pressed in die station.

As the further improvement of above-described embodiment, the magnetism weight includes fixed magnetic holder and is fixed on the fixed magnetic One end of pressing plate on box, the pressing plate from the fixed magnetic holder extends outwardly, the free end suspension of the pressing plate, and the pressure The free ending tool of plate has downwardly projecting pushing protrusion, and the fixed magnetic holder is adsorbed in the die station, the freedom of the pressing plate The outside of the plank sheathing is supported at end, and is located in the top of the bracket bent plate of bottom, and the pushing protrusion is from top to bottom Compress the bracket bent plate positioned at bottom.

As the further improvement of above-described embodiment, one end of free end of the fixed magnetic holder towards the pressing plate is supported Positioned at the outside of the bracket bent plate of bottom.

The concrete formation mold of the utility model embodiment, is composed of, relative to steel punching block bracket and plank sheathing For molding jig, there is lighter in weight, lower-cost advantage, and for wooden die, then high with integral strength, The advantages such as rigidity is big, the number of turnover is more.Moreover, can replace different plank sheathings for different molding objects, mold leads to It is also relatively good with property, reduce the die cost of factory.

Detailed description of the invention

It is more particularly described by the preferred embodiment in the utility model shown in the drawings, the above and other mesh of the utility model , feature and advantage will become more fully apparent.Identical appended drawing reference indicates identical part in all the attached drawings, and does not carve Meaning draws attached drawing by actual size equal proportion scaling, 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 bracket.

Figure 11 is the structural schematic diagram of bracket bent plate.

Figure 12 is the scheme of installation of punching block bracket.

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 portion 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 bracket.

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.

Specific embodiment

For the ease of understanding the utility model, below with reference to relevant drawings to being originally described more fully.

It should be noted that it can be directly to separately when an element is considered as " connection " another element 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 technical and scientific terms used herein 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 limitation the utility model.Term " and or " used herein includes one or more relevant institute's lists Any and all combinations of purpose.

Fig. 1 to Figure 30 is please referred to, the utility model embodiment provides a kind of precast concrete wall panel production mould system, Including die station 1 and the first wallboard mould system 3 being set in die station 1.Die station 1 can be the rectangular plate structure of large area, The upper surface of die station 1 is plane steel plate, and the long side bottom of die station 1 can be then uninterrupted fashioned iron, allows die station 1 in flowing water It is moved between the back-up roller wheel of line.First wallboard mould system 3 has including multiple first gear side modes, and multiple first gear side mode tools surround At the casting area of wallboard, then in casting area casting concrete, the first wallboard 7 is formed after solidification.First gear side mode tool Both included the mold for forming each side of the first wallboard 7, and be also included within the mould for forming door opening or window opening on the first wallboard 7 Tool.Referring to FIG. 2, at least one first gear side mode tool is steel-wood structure mold 32.Please refer to Figure 10 to Figure 14, steel-wood structure mould Tool 32 includes punching block bracket and plank sheathing 324, and punching block bracket and plank sheathing 324 are detachably connected.By by punching block bracket and wood Template 324 is detachably connected into steel-wood structure mold 32, can both mitigate the weight of mold, and cost is also relatively low, and It can according to need and replace different plank sheathings, so that the versatility of steel-wood structure mold 32 is greatly improved, reduce the whole series The cost of precast concrete wall panel production mould system.Steel-wood structure mold 32 constitutes one of a kind of concrete formation mold Point.

Fig. 2 and Fig. 3 are please referred to, in a preferred embodiment, is provided in the first wallboard mould system 3 by multiple first ribs At least two first gear side modes tool of the hole die assembly that mold surrounds, hole die assembly is steel-wood structure mold 32.? In the present embodiment, hole die assembly is for forming door opening, and in other embodiments, hole die assembly can be used for forming Window opening.Each first gear side mode tool of hole die assembly surrounds enclosed construction, not casting concrete in the enclosed construction, thus shape At hole, and between each first gear side mode of hole die assembly tool and the first gear side mode tool for forming 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 be arranged in rectangle namely hole die assembly each the One rib mold constitutes a line of the rectangle.Referring to FIG. 2, in some embodiments, positioned at the two sides of hole die assembly Side is steel-wood structure mold 32, and the spacing between two sides is wider, therefore connects the first gear side mode of the top margin of two sides Tool also uses steel-wood structure mold 32.The hole die assembly is for forming door opening on the first wallboard 7.In other embodiments In, hole die assembly can be used for forming window opening, and the first gear side mode tool 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 be directly with fixed dress Set fixed plank sheathing.Structure for forming the hole die assembly of window opening can be with reference to shown in Fig. 4 and Fig. 5.

Referring to FIG. 2, the first gear side mode tool of two adjacent outer side edges is steel-wood structure mold in the first wallboard mould system 3 32.Specifically, the first gear side mode tool for forming 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 first gear side mode tool is fixed punching block 31, and fixed punching block 31 is connect by bolt with die station 1, Gu Determining punching block 31 can be used for forming the bottom edge of the first wallboard 7.Two pass through magnetism for the first gear side mode tool of steel-wood structure mold 32 Weight 11 is pressed in die station 1, another first gear side mode tool is magnetic rib mold 33 and is adsorbed in die station 1.Two steel wood Structure mold 32 is respectively used to form 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, for forming another side of 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 demoulding from die station 1 On removed, when forming again, and be installed in die station 1.Magnetic rib mold 33 can have the magnetic that machine starts automatically Iron series system when needing mobile, first by magnetic 33 demagnetization of rib mold, is then lifted again with suspender and is moved.It is placed into institute in die station 1 When needing position, then so that magnetic rib mold 33 is generated magnetism, be adsorbed onto die station 1.It is steel-wood structure mold 32 for two First gear side mode tool is then pressed in die station 1 by magnetic weight 11, 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, so that steel-wood structure mold 32 is fixed.When demoulding, make magnetic 11 demagnetization of weight, first Magnetic weight 11 is removed, then again removes steel-wood structure mold 32.

Figure 16 and Figure 17 are please referred to, 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 Free end 1121 suspends.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 location in die station 1 is then moved to, and make fixed magnetic The outside (other side opposite with side is poured) of punching block bracket is supported in one end of box 111 towards the free end of pressing plate 112 1121, 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 bracket, finally makes Fixed magnetic holder 111 restores magnetic, so that it is adsorbed on fixed magnetic holder 111 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 of pressing plate 112 1121 support positioned at bottom (namely with 1 phase of die station Contact) bracket bent plate 321 outside.

Figure 10 to Figure 14 is please referred to, in a preferred embodiment, punching block bracket includes two bracket bent plates 321 and is arranged two Multiple connecting plates 322 between a bracket bent plate 321, multiple connecting plates 322 are separately connected two bracket bent plates 321.It is specific next It says, the substantially strip U-shaped board of bracket bent plate 321, bracket bent plate 321 has main part and is connected to two of main part two sides Bending edges 3211 offer the mounting hole 3213 that multiple length directions along bracket bent plate are distributed, bending edges 3211 on main part On offer the connecting hole 3212 that multiple length directions along bracket bent plate 321 are distributed.It is curved that connecting plate 322 is held on two brackets Between plate 321, and the bolt by passing through mounting hole 3213 is connect with the main part of bracket bent plate 321.Two bracket bent plates 321 It is disposed opposite to each other namely the bending direction of the bending edges 3211 of two bracket bent plates 321 is opposite.Plank sheathing 324 and two brackets 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 bracket bent plate 321, can also be longer than bracket 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 bracket can be passed through, stretched out in outside steel-wood structure mold 32.It is curved to be located at two brackets for muscle hole 3241 out Between plate 321, namely if will go out muscle hole 3241 along its axial direction to the extension of punching block bracket, muscle hole 3241 is located at two brackets out Between bent plate 321, the reinforcing bar stretched out from muscle hole 3241 out also is located between two bracket bent plates 321.Connecting plate 322 or The main part of bending plate, flanging and bracket bent plate 321 is bolted.Figure 12 is please referred to, in installation steel-wood structure mold When 32, first two stands bent plate 321 is disposed opposite to each other, is aligned and is spaced apart, a connecting plate 322 is then placed in two Between one end of bracket 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 bracket bent plates 321 also connects with a connecting plate 322 It connects, obtains assembled punching block bracket.Figure 13 is please referred to, then punching block bracket 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.The pressure of magnetic weight 11 The free end 1121 of plate 112 is located in the top of the bracket bent plate 321 of bottom, pushes protrusion 1122 and is compressed from top to bottom the bottom of positioned at The upper surface of the bracket bent plate 321 in portion.

Fig. 1, Fig. 4 and Fig. 5 are please referred to, in a preferred embodiment, which further includes The second wallboard mould system 5 being set in die station 1, the second wallboard mould system 5 is for forming another second wallboard 9.The Two template mold systems 5 have including multiple second gear side modes, similar with the first wallboard mould system 3, which has both Mold including each side for forming the second wallboard 9 is also included within the mold that door opening or window opening are formed on the second wallboard 9.

At least one second gear side mode tool is anti-side structure mold 52, and anti-side structure mold 52 is used in the second wallboard 9 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.Lower template 526 can be wooden template, and lower template 526 can pass through bolt or spiral shell Nail is connect with lower mould holder 525.

Figure 20 to Figure 30 is please referred to, upper mold includes muscle bracket 521, going out muscle beam 522 and multiple gussets 523 out.Muscle branch out Frame 521 is fixed in die station 1, and muscle beam 522 is fixedly connected with muscle bracket 521 out and is suspended in die station 1 out, multiple gussets out 523 are connected to out on muscle beam 522 and are distributed along the length direction for going out muscle beam 522, and multiple gussets 523 out are downward from muscle beam 522 out Extend and be suspended in die station 1, multiple gussets 523 out extend relative to lower die to the side that pours of lower die.Figure 24 is please referred to, out muscle Beam 522 includes two rectangular steel pipes 5221 and two semi-open type rectangular tubes 5222 being held between two rectangular steel pipes 5221, Two rectangular steel pipes 5221 are located at upper and lower ends, and two semi-open type rectangular tubes 5222 are connect with two rectangular steel pipes 5221, It is poured positioned at muscle beam 522 out and offers opening along its length on the lateral wall of the semi-open type rectangular tube 5222 of side, thus Mounting groove 5223 is formed on the semi-open type rectangular tube 5222, on the lateral wall of another semi-open type rectangular tube 5222 along its length Also it offers opening and forms mounting groove 5223.Figure 25 is please referred to, gusset 523 includes bending plate 5231 and checkered steel plate out 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 pours side surface, for forming the wall side rough surface of the second wallboard 9.Connecting hole is formed on bending plate 5231 5234.Gusset 523 is extended downwardly from muscle beam 522 out out, and the distance of upper surface of the lower edge of gusset 523 apart from die station 1 is big out It causes equal with the height of lower die.Figure 20 is please referred to, gusset 523 extends relative to lower die to the side that pours of lower die out, namely muscle out Plate 523 is than lower die closer to the middle part of the second wallboard 9, and concrete can be between going out gusset 523 and die station 1 when pouring Gap forms the anti-side 91 of the second wallboard 9 until being filled at lower template 526 after concrete curing.Gusset 523 and lower die out The horizontal distance of plate 526 determines the width on anti-side 91.

Figure 22 to Figure 28 is please referred to, in a further preferred embodiment, upper mold includes that multiple edges go out 522 length side of muscle beam Go out muscle bracket 521 to arrangement, muscle beam 522 is connected on multiple muscle brackets 521 out out, and the side that pours of muscle beam 522 is provided with out Mounting groove, multiple gussets 523 out are fixed on out on muscle beam 522 by clamping screw 524, and clamping screw 524 passes through connecting hole 5234, it is matched with mounting groove 5223, gusset 523 out is locked.Specifically, multiple muscle brackets 521 out are spaced apart, Muscle beam 522 is fixedly connected also by clamping screw 524 with muscle bracket 521 out out.

Figure 25 to Figure 28 is please referred to, in a further preferred embodiment, multiple gussets 523 out are arranged closely in out muscle beam On 522, and muscle slot 5233 is formed with out between two neighboring gusset 523 out.Specifically, gusset 523 is connected to out muscle beam out Bending part on 522 is arranged closely in out on muscle beam 522, and from the part and corresponding flower that muscle beam 522 extends downwardly out out The width of line steel plate 5232 is less than the width of its bending part, therefore is formed with out muscle slot between two neighboring gusset 523 out 5233.Before pouring, needs the stirrup 92 examined to stretch out from muscle slot 5233 out the second wallboard 9, then carry out pouring for concrete again It builds.

Figure 29 and Figure 30 are please referred to, in another preferred embodiment, multiple 523 compartment of terrain of gusset out are distributed in out muscle beam On 522, and multiple gussets 523 out are connect with a wooden muscle template 527 out, and multiple muscle out are offered in wooden muscle template 527 out Die cavity 5271 and/or out muscle die hole 5272, it is wooden go out muscle template 527 be connected to it is multiple go out gussets 523 pour side.It is specific next It says, 3-5 can be installed on muscle beam 522 by clamping screw 524 out and go out gusset 523, interval is certain between adjacent gusset 523 out Distance, can open up hole out on gusset 523, wooden muscle template 527 out passes through screw or bolt and multiple gussets 523 out It is fixedly connected.Muscle die cavity 5271 is consistent with the effect of muscle slot 5233 out in previous embodiment out, for stretching out stirrup 92, out Muscle die hole 5272 is then stretched out for making the joint bar on the second wallboard 9 go out muscle die hole 5272 from this.

Figure 20 to Figure 25 is please referred to, in a preferred embodiment, muscle bracket 521 includes muscle pedestal 5211, vertical support out Bar 5212 goes out muscle fixture 5214, horizontal support bar 5213 and muscle mounting rack 5215 out.Muscle pedestal 5211 has magnetic holder out, 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.Muscle fixture 5214 includes vertical folder out 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 two sides of opening Threaded joints are equipped 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 vertical 5216 He of folder hole Horizontal folder hole 5217 is mobile, carries out height or length adjustment, can also take out from vertical folder hole 5216 and horizontal folder hole 5217. Muscle mounting rack 5215, which is connected to horizontal support bar 5213 and is located at, out pours one end of side, out muscle beam 522 by clamping screw 524 with Muscle mounting rack 5215 is fixedly connected out.

Figure 27 and Figure 28 are please referred to, in a preferred embodiment, lower die passes through magnetic weight 11 and is pressed in die station 1, out muscle branch Frame 521 has magnetic and is adsorbed in die station 1, and muscle bracket 521 is connected to the outside of lower die out.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.

Fig. 4 and Fig. 5 are please referred to, in a preferred embodiment, the second wallboard mould system 5 includes four and surrounds the second of rectangle Rib mold, four second gear side mode tools are for forming four sides of the second wallboard 9.One of second gear side mode tool is solid Determine punching block 51, fixed punching block 51 is connect by bolt with die station 1, for forming the bottom edge of 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.The second gear side mode tool of two adjacent sides For anti-side structure mold 52, a side and a top margin, another second gear side mode tool for forming the second wallboard 9 are steel wood Structure mold 53, for forming another side of 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, one of first gear side mode tool of the first wallboard mould system 3 is also solid Determine punching block, and first gear side mode tool and the setting in the same direction of second gear side mode tool for 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 arranged in same direction, be specifically all disposed within Fig. 1 Shown in lower section, for forming 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 and punching block top plate 312 are arranged in parallel.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 connecting.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, by punching block bottom plate 311 with die station 1 by linking together.Second The structure of the fixation punching block 51 of wallboard mould 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 be set to Tongue and groove mold thereon is attached.If the bottom edge of wallboard does not need setting tongue and groove, looked forward on steel mould side board 313 without connecting Mouth mold tool, therefore while pouring, need to block the waist typed through hole 315 on steel mould side board 313, in case concrete leaks.Punching block top plate Waist typed through hole 315 on 312 is arranged 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.The general rectangular long tube shape of tongue and groove mold 317, it is multiple fixed to be provided 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, 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 be suspended at steel mould side board 313 pour side surface 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 utility model embodiment, by using steel-wood structure mold conduct Rib mold, not only alleviates mold weight, reduces the labor intensity of worker, and the precast concrete wall panel is made to produce mould The versatility of tool system is greatly improved, and can satisfy the production requirement of a variety of wallboards, so that factory be greatly reduced Die cost.

Each technical characteristic of embodiment described above can be combined arbitrarily, for simplicity of description, 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, all should be considered as described in this specification.

The several embodiments of utility model above described embodiment only expresses, the description thereof is more specific and detailed, but It cannot be understood as the limitations to utility model patent range.It should be pointed out that for the ordinary skill of this field For personnel, without departing from the concept of the premise utility, various modifications and improvements can be made, these belong to this The protection scope of utility model.Therefore, the scope of protection shall be subject to the appended claims for the utility model patent.

Claims (9)

1. a kind of concrete formation mold, which is characterized in that including punching block bracket and plank sheathing, the punching block bracket includes two Bracket bent plate and the multiple connecting plates being arranged between described two bracket bent plates, the multiple connecting plate are separately connected described two A bracket bent plate, the bracket bent plate have bending edges, and the bending direction of the bending edges of described two bracket bent plates is opposite, described Plank sheathing is connected to the side of described two bracket bent plates, and connect with the bending edges of the bracket bent plate.

2. concrete formation mold according to claim 1, which is characterized in that offered on the bending edges along the branch The side bending edges that pour of multiple connecting holes of the length direction distribution of frame bent plate, the plank sheathing and described two bracket bent plates lead to It crosses screw or is bolted, the screw or bolt pass through the connecting hole on the bending edges.

3. concrete formation mold according to claim 1, which is characterized in that the bracket bent plate has main part and company Two bending edges in main part two sides are connect, multiple length directions along bracket bent plate are offered on the main part and are distributed Mounting hole, the connecting plate is held between two bracket bent plates, and the bolt by passing through the mounting hole and the branch The main part of frame bent plate connects.

4. concrete formation mold according to claim 3, which is characterized in that the connecting plate is also bending plate, described The flanging of connecting plate and the main part of the bracket bent plate are bolted described in the mounting hole by passing through.

5. concrete formation mold according to claim 1, which is characterized in that the length of the plank sheathing is greater than or equal to The length of the bracket bent plate.

6. concrete formation mold according to claim 1, which is characterized in that offer on the plank sheathing and worn for reinforcing bar That crosses goes out muscle hole, and the muscle hole out is between described two bracket bent plates.

7. concrete formation mold according to claim 1, which is characterized in that the concrete formation mold further includes magnetic Property weight, it is described magnetism weight connect with the punching block bracket, for the bracket bent plate for being located at bottom to be pressed in die station.

8. concrete formation mold according to claim 7, which is characterized in that the magnetism weight include fixed magnetic holder and One end of the pressing plate being fixed on the fixed magnetic holder, the pressing plate from the fixed magnetic holder extends outwardly, the pressing plate from It is suspended by end, and the free ending tool of the pressing plate has downwardly projecting pushing protrusion, the fixed magnetic holder is adsorbed on the die station On, the outside of the plank sheathing is supported in the free end of the pressing plate, and positioned at the top of the bracket bent plate in bottom, described Push the raised bracket bent plate compressed from top to bottom positioned at bottom.

9. concrete formation mold according to claim 8, which is characterized in that the fixed magnetic holder is towards the pressing plate Support the outside of the bracket bent plate positioned at bottom in one end of free end.