CN103612322A - Split inserting type hole forming die and device and automatic manufacturing method of perforated brick of split inserting type hole forming die - Google Patents
Split inserting type hole forming die and device and automatic manufacturing method of perforated brick of split inserting type hole forming die Download PDFInfo
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- CN103612322A CN103612322A CN201310486209.9A CN201310486209A CN103612322A CN 103612322 A CN103612322 A CN 103612322A CN 201310486209 A CN201310486209 A CN 201310486209A CN 103612322 A CN103612322 A CN 103612322A
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 29
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- 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
- B28B7/16—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
- B28B7/18—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article
- B28B7/183—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article for building blocks or similar block-shaped objects
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- 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
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
- B28B1/093—Producing shaped prefabricated articles from the material by vibrating or jolting by means directly acting on the material, e.g. by cores wholly or partly immersed in the material or elements acting on the upper surface of the material
- B28B1/0935—Producing shaped prefabricated articles from the material by vibrating or jolting by means directly acting on the material, e.g. by cores wholly or partly immersed in the material or elements acting on the upper surface of the material using only elements wholly or partly immersed in the material, e.g. cores
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Abstract
The invention discloses a split inserting type hole forming die which comprises an upper die and a lower die. The upper die is formed by arranging a plurality of insertion rod beams which are provided with hole forming insertion rods. The lower die comprises an insertion hole board, the two ends of the lower die are provided with side boxes for supporting, and guide rods are arranged on the insertion rod beams. Annular grooves are formed in the guide rods, and guide tubes are arranged in the side boxes. The top ends of the guide tubes are fixedly connected with clamping springs, and the upper die is supported through the clamping springs and the side boxes. The insertion rod beams are divided into more than two groups according to a downwards-moving order, and each group of the insertion rod beams comprises the plurality of insertion rod beams, the insertion rod beams of the same group are driven by the same pressure vibration table, and the rods are inserted into materials in batches to form holes. The split inserting type hole forming die is combined with a pole pulling device, and therefore the hole forming process of inserting the rods and pulling the rods out of a perforated brick can be finished. According to the split inserting type hole forming die, perforated brick products are more diverse, perforated bricks with smaller holes and higher hollow rates can be obtained, and in addition, the production efficiency is high, and the shapes of the holes are complete.
Description
Technical field
The present invention relates to a kind of equipment and the technology thereof of manufacturing building brick, particularly a kind of minute type pore-forming mold, socket type pore-forming, and applied minute slotting formula hole-forming device, and adopt minute slotting formula hole-forming device to manufacture the method for porous brick.
Background technology
In compulsory standard is listed building energy conservation by country, requires to improve the technology content of porous brick building energy conservation.In order to improve residential housing function cool in summer and warm in winter, from solid to hollow, from macropore to aperture, from few hole to porous, from low hollow rate to high hollow rate, be the important directions of novel energy-conserving porous brick development.But existing hole creating technology is not ideal enough, porous brick can only be accomplished the few hole of macropore, can not accomplish aperture porous.
Existing hole creating technology is according to the difference of pore-forming principle, and its forming hole method has three kinds:
1., extrude hole forming method (hereinafter to be referred as J method), J method requires material to have very high plasticity, is used for now the adobe pore-forming of sintered clay hollow brick, material is subject to reamer to be squeezed to machine mouth, becomes hollow mud bar, then cut into hollow brick blank through core tool.2., release hole forming method (hereinafter to be referred as T method); T rule is applicable to dry non-plastic raw material, existing concrete hollow block and hollow brick, and its forming hole method is T method, and material falls into the mould of belt carcass tool, after pressurization and vibration is closely knit, by pressure head, is released and drops on supporting plate, becomes hollow brick or building-block.Concrete hollow block, building-block that T method is produced, in use its block wall easily ftractures, and becomes construction wall and splits the common quality defect oozing, and being also affects one of its fast-developing key factor after forbidding solid clay brick.This phenomenon easy to crack, is that the deficiency of its material characteristic and moulding pore-forming technique determines, T method is not suitable for plastic concrete material, when T method material deflection plasticity, moulding porous brick is released pressure and will be increased considerably, and the porous brick of release is as easy as rolling off a log distortion also, difficult quality guarantee.Therefore, T method pore-forming is suitable dry concrete material only, so just has the contradiction between required the exerting pressure of Degree of Liquefaction, compaction rate and moulding of material in pore forming process.Improve the packing of material, will increase substantially applied pressure, this not only to pore-forming equipment manufactured materials and technique require highly, and production energy consumption increases, production efficiency reduces.China's existing T method product more exists exciting force inadequate, and briquetting pressure is inadequate, thereby makes the packing of porous brick inadequate, and impervious anti-crack ability is poor, and this is the easily major reason of cracking of body of wall.3., socket formula inserted link hole forming method (hereinafter to be referred as P method).P method is that the applicant applied in 2009, and the patent No. is the patent of invention of " ZL200910304383.0 ", and it can be applicable to the hollow brick pore-forming of concrete materials and clayey material simultaneously.Material is layed between two tracks, and shelve in orbit at hole-forming device two ends, and material is below hole-forming device.Hole-forming device inserted link in a row distributes, and is arranged on inserted link crossbeam, during pore-forming, inserts in material by row.Material, after vibratory compaction, is still extracted inserted link by row and obtains porous brick.Therefore the production process of P method is divided into socket, jolt ramming, row and pulls out three process.
In the situation of same hollow rate, J method and T method can only be done macropore and few hole, because " wall " between " rib " on porous brick between Kong Yukong and outer round and porous brick edge all will be done thicklyer, just can bear mechanical presses power or pushing force in pore forming process.When hole diminishes, when the quantity in hole becomes many, the inevitable attenuation of the rib of porous brick and wall, under extruding force or pushing force effect, porous brick is easily out of shape, breaks, and not only pore-forming resistance increases, and percent defective also improves greatly, even can not produce qualified product.Generally speaking, the aperture of T method product is more than 30mm, and the aperture of J method product is more than 20mm, and the quantity in hole is below 20 holes.These two kinds of methods are difficult to Geng little hole, production aperture.Therefore, the self-heat preservation heat insulation aspect of performance continuing to improve porous brick, is limited by very large.
Lightweight, high-strength, multi-functional be the research direction of Novel multihole brick, many rounds of aperture porous brick of high hollow rate has vast potential for future development.Porous thin-walled porous brick has excellent serviceability.Because Kong little Bi is thin, the thermal resistance of porous brick is increased greatly, can effectively improve the thermal and insulating performance of porous brick; On the other hand, because little ， hole, hole and rib are even in porous brick cross-sectional distribution, make porous brick cross section stressed evenly, the in the situation that of same hollow rate, effectively improved the shearing resistance shock resistance of body of wall, can effectively prevent or reduce easy the splitting of occurring of body of wall in the past and ooze common quality defect.Therefore aperture, many rounds are the developing direction of the hollow porous brick of novel energy-conserving.
P method can production aperture below 20mm, hollow rate be 30 ~ 50% many rounds of aperture honeycomb type porous brick and building-block.For T method and J method, obtained very large technological progress.P method pore forming process is to insert forward by rows, has inserted a monomer and has just entered next monomer.Monomer of hole-forming device of high hollow rate aperture goods has tens socket bars, a hole-forming device unit may be by 8 or above monomer composition, like this, inserted the time of unit needs along with hole diminishes, hole row increases and increases, production efficiency reduces greatly.Dead man is also that monomer carries out by row one by one, and efficiency reduces equally greatly.P method is when producing the porous brick of higher hollow rate, and under high hollow rate condition during less hole, production efficiency is lower, and effect is not ideal enough.
Summary of the invention
In order to overcome the deficiencies in the prior art, the invention provides a kind of one-tenth punch die and hole-forming device, and manufacture the method for porous brick, can make the hole less than common porous brick, the porous brick of higher hollow rate.
The technical solution adopted for the present invention to solve the technical problems is:
Divide type pore-forming mold, socket type pore-forming, comprise patrix and counterdie, described patrix is parallel to each other by some and inserted link crossbeam that pore-forming inserted link is installed is arranged forms, described pore-forming inserted link in a row distributes, inserted link crossbeam drives it to move down by the vibratile pressure platform that shakes, the pressure platform that shakes drives it to move up and down by actuating unit, described counterdie comprises and the corresponding female receptacle of pore-forming inserted link, the limit case that the two ends of counterdie are equipped with hollow supports, the inside of the limit case of correspondence position is stretched in the end of counterdie, inserted link crossbeam is provided with many guide rods in the position corresponding to limit case, the lower end of guide rod is inner through stretching into limit case behind the top of limit case, guide rod is provided with cannelure, limit case is provided with guide pipe in the position corresponding to guide rod, the top of guide pipe is provided with the jump ring that can snap in cannelure, patrix supports by jump ring and limit case, described inserted link crossbeam is divided into more than two groups according to the order moving down, every group comprises many inserted link crossbeams, same group of inserted link crossbeam driven by same the pressure platform that shakes.
In the present invention, the length of same group of inserted link crossbeam is identical, the two ends of the same group of inserted link crossbeam formerly moving down exceed after the two ends of same group of inserted link crossbeam moving down, the two ends of this group of inserted link crossbeam are pushed down at the shake two ends of platform of the pressure that drives same group of inserted link crossbeam to move down.
In the present invention, the shake quantity of platform of described pressure is a plurality of, the shake number of platform and the packet count of inserted link crossbeam of pressure matches, the pressure platform that shakes is controlled by linked switch, after the pressure that the moves down platform that shakes be positioned at the pressure formerly the moving down platform institute region that shakes, the pressure formerly the moving down platform that shakes is displaced downwardly to after predetermined distance, touch this pressure shake starting switch of platform of the shutdown switch of platform and pressure that below is adjacent that shakes, the pressure first the moving down platform that shakes arrives minimum point and stops moving down and continue to push down inserted link crossbeam, the pressure that is adjacent of the below platform that shakes starts to move down and promotes another group inserted link crossbeam and presses down, pressure is shaken, and platform is like this sequentially to move down, until last pressure is shaken, platform arrives minimum point, inserted link has moved, by hoisting mechanism, will all press the lifting restoring of platform that shakes again.
In the present invention, described counterdie comprises some being parallel to each other and porous plate glazing bar that spacing is equal, the top of described porous plate glazing bar is overlapped with the upper glazing bar that the spacing vertical with porous plate glazing bar equates, adjacent two porous plate glazing bars and adjacent two upper glazing bars form tetragonal cell orifice, the bottom of described porous plate glazing bar is provided with and the corresponding porous plate of cell orifice, the row's porous plate that is parallel to porous plate glazing bar forms a cell board monomer, described porous plate is provided with and the corresponding jack of pore-forming inserted link, and described female receptacle is comprised of porous plate.
In the present invention, described inserted link crossbeam comprises into septated hole crossbeam, two porous plate glazing bars that are connected to glazing bar two ends are respectively first side glazing bar and Second Edge glazing bar, directly over other porous plate glazing bar between first side glazing bar and Second Edge glazing bar, be provided with described one-tenth septated hole crossbeam, become septated hole crossbeam that the first septated hole inserted link in a row is installed in the position corresponding to porous plate glazing bar, one-tenth septated hole crossbeam and wherein any one group of inserted link crossbeam that pore-forming inserted link is installed form same group, the inserted link crossbeam that pore-forming inserted link is installed corresponding on the position of glazing bar the second septated hole inserted link is installed, on described porous plate glazing bar and porous plate, be respectively equipped with corresponding the first through hole of the first septated hole inserted link and first and separate jack, on upper glazing bar and porous plate, be respectively equipped with corresponding the second through hole of the second septated hole inserted link and second and separate jack.
Divide slotting formula hole-forming device, comprise a minute type pore-forming mold, socket type pore-forming, also comprise rod-pulling device, described rod-pulling device is arranged on the two ends of inserted link crossbeam, can pull up inserted link crossbeam, described rod-pulling device comprises the first frame, in the first frame, be connected with second frame that can reciprocatingly move along the direction that is parallel to inserted link crossbeam, its moving back and forth of task be realize pull out hand with the interlock of crossbeam with separated, the second frame is connected with the hand that pulls out moving up and down near a Slideslip of inserted link crossbeam, the end of inserted link crossbeam is provided with to allow pulls out the groove that hand stretches into, in described the second frame, slidably connect some handles moving up and down, on handle, be connected with stay cord, stay cord is connected to and pulls out on hand by being located at after assembly pulley in the second frame or slide-bar break-in, each root crossbeam fixed configurations is pulled out hand and a handle, equalization is symmetrically distributed in the both sides of crossbeam, the weight of handle is less than the weight of pulling out hand, after becoming punch die and rod-pulling device with regard to bit combination, all grooves alignment of pulling out hand and crossbeam, the second frame moves to crossbeam direction, pulls out in the groove that hand stretches into crossbeam, and dead man starts, after having pulled out, all crossbeams rise to highest order, and the second frame moves toward the direction of leaving crossbeam, all pull out hand and exit from the groove of crossbeam termination, heavier than handle owing to pulling out hand, pull out hand and handle automatically resets under Action of Gravity Field.
In the present invention, in the second frame of described rod-pulling device, being connected with can be along the 3rd frame of the progressive movement of direction level perpendicular to inserted link crossbeam, handle is installed in described the 3rd frame and presses thick stick, dead man skewback and drive its power set, dead man skewback is arranged on the below of sliding thick stick, described female receptacle need to be divided into several cell board monomers according to dead man, the number that dead man skewback is installed below a sliding thick stick is identical with the number of cell board monomer, the 3rd frame top is connected with back-moving spring downwards, the lower end of back-moving spring is hung with the handle pressure thick stick that can press down handle, each handle presses two back-moving springs of thick stick configuration to keep balance, in the 3rd frame, be fixedly connected with slide, in slide, being set with can be along make the sliding thick stick of horizontal reciprocating movement perpendicular to the direction of inserted link crossbeam, under actuating unit drives, sliding thick stick travels forward, dead man skewback presses down handle and presses thick stick, press thick stick to drive handle to move downward together, by stay cord, pull and pull out hand and will pull up extreme higher position with the inserted link crossbeam that pulls out hand interlock, now handle presses thick stick in lowest order, then sliding thick stick moves backward, handle presses thick stick under action of reset spring, to be close to the rise of dead man skewback, when handle presses thick stick to arrive extreme higher position, the 3rd frame moves forward the distance of a crossbeam thickness under the promotion of progressive shift mechanism, handle after displacement presses thick stick just in time to aim at next secondary handle, start next working cycles.
In the present invention, the progressive shift mechanism of described dead man comprises with power spring and is connected to the progressive bar in the second frame, progressive bar is horizontally disposed with and perpendicular to inserted link crossbeam, be fixedly connected in the 3rd frame, the 3rd frame is movably arranged in the second frame, on progressive bar, be fixedly connected with arm-tie, on progressive bar, also cross-under is useful on and promotes the power spring that arm-tie advances, the two ends of power spring are connected in arm-tie and the second frame, progressive bar the progressive plate of several activities away from one end butt of the second frame, progressive plate is vertical with progressive bar, the number of progressive plate equates with the crossbeam number that pore-forming monomer in pore-forming unit comprises, the thickness of progressive plate equals the thickness of corresponding crossbeam, described progressive plate is placed on lower backstay, the top of progressive plate is provided with for limiting the upper backstay of progressive plate turned position, upper backstay and lower backstay and progressive plate are all arranged in the second frame, in the 3rd frame, be provided with hit agency, when handle presses thick stick to move to highest order, hit agency knocks the tail end of the progressive plate connecting with progressive bar, progressive plate rotation, lift termination, compressed spring promotes arm-tie and the 3rd frame is advanced, progressive bar is reach and then, prop up next progressive plate, the progressive plate being knocked falls under gravity on progressive bar, so go round and begin again, until all progressive plates are knocked complete, progressive bar moves to ultimate range, all crossbeams are pulled up, dead man has moved, actuating unit acts on arm-tie, overcome the active force of spring, progressive bar and progressive plate and the 3rd frame are set back.
In the present invention, in described the second frame, be provided with and shake hands longitudinally chute and pull out hand chute, handle chute is respectively equipped with handle slide block and pulls out hand slide block with pulling out in hand chute, described handle and pull out hand and be arranged on respectively handle slide block and pulling out on hand slide block, hand chute and a handle chute are pulled out in each root crossbeam configuration, be symmetrically distributed in the both sides of crossbeam, like this, each side at crossbeam, position near crossbeam is that a row pulls out hand chute, deviating from crossbeam and be the two rows chutes of shaking hands near the position of pulling out hand chute, be the 3rd frame of activity between two row's handle chutes.
The automated manufacturing method of porous brick, is characterized in that: comprise the following steps:
1), the material bed die of putting for splendid attire material is placed on to conveyer, be sent to loading station, by the hollow rate of required porous brick, to putting material, inject porous brick material in bed die;
2), put material bed die and be sent to pore-forming station, become punch die to be shelved on and put on material bed die, adopt and press the platform that shakes sequentially each group inserted link crossbeam to be depressed into lowest order, make the pore-forming inserted link of each group inserted link crossbeam below insert material, arrive the degree of depth needing;
3), put material bed die and become punch die to be sent to dead man station, the rod-pulling device at dead man station place pulls up inserted link crossbeam to highest order;
4), put material bed die and a minute type pore-forming mold, socket type pore-forming is sent to parting station, become punch die and to put material bed die separated, become punch die to be transferred back to the other pore-forming of pore-forming station and wait for station;
5), put material bed die and enter goods maintenance station, the material of pore-forming is carried out to maintenance, promote normally sclerosis;
6), put material bed die and enter cutting work station with the goods after hardening, use the first cutting machine to cut along the direction of the first septated hole of the first septated hole inserted link formation, then use the second cutting machine to cut along the direction of the second septated hole of the second septated hole inserted link formation;
7), put material bed die and enter demoulding station, the porous brick product individuality after cutting is with to put material bed die separated, the empty material bed die of putting is transferred back to the other charging of loading station and waits for station.
The invention has the beneficial effects as follows: the present invention has re-started design to P method, it becomes punch die and rod-pulling device to be different from P method completely, and the mould of its hole-forming device mould and P method also has larger difference thus.In order to enhance productivity, the present invention has abandoned the socket pore-forming mode of P method, and adopts a minute slotting formula forming hole method, no matter inserted link row be how many, completely divide for several times whole slotting under.Like this, the speed of inserted link and the quantity of inserted link are irrelevant, only relevant with the packet count of inserted link crossbeam.Dead man has also been abandoned the P method monomer mode of dead man by row one by one, and adopts each monomer of same pore-forming unit method of dead man simultaneously.The present invention also pulls out the socket of P method, jolt ramming, row three process and is reduced to and presses shake inserted link and dead man two procedures, thus the present invention for P method no matter be inserted link speed or dead man speed, production efficiency becomes several fold to improve than P method.
Divide slotting formula forming hole method to compare with J method, T method, P method in existing forming hole method, also have following significantly technological progress:
1. on porous brick of the same area, can make less, more hole, this is main purpose of the present invention just.The present invention not only can approach the pore-forming of more than 50% and 50% high hollow rate, and obtains equally good hole quality in high hollow rate situation, and hole shape is complete, and porous brick is attractive in appearance.Forming hole method of the present invention, the hollow rate of porous brick is higher, aperture is less, adaptability is wider, and production efficiency becomes several fold to improve than P method, than P method, has obtained larger technological progress.
2. the more realization of aperture, more rounds, has improved the thermal and insulating performance of porous brick greatly, meets the requirement of national Building Energy Conservation Policy; Because Kong Geng little, row are more, hole and rib are more evenly distributed on porous brick, thereby make porous brick cross section stressed evenly, have improved the shearing resistance shock resistance of body of wall, have also improved the anti-crack ability of body of wall.
3. wider to the adaptability of pore-forming material.Existing method J method is only applicable to the hollow brick pore-forming of plastic clay material, is not suitable for for concrete material pore-forming; And T method is only suitable for the pore-forming of dry concrete material, be not suitable for the pore-forming for structural clay tile.The present invention is suitable concrete materials both, again suitable clayey material.No matter for which kind of material, its porous brick quality all obviously improves than the porous brick quality of existing forming hole method.
4. the present invention adopts inductile concrete material, and material easily liquefies, and just can liquefy, and adopt inserted link forming hole method under effect of vibration, does not need material to apply mechanical presses power and pushing force.Therefore the advantage of pore-forming of the present invention is fairly obvious: pore-forming resistance is little, and power consumption is little, and production efficiency is high.Because material fully liquefies, the packing of porous brick masterbatch is high, and the impervious anti-crack ability of porous brick and body of wall is all enhanced.
5. due to forming hole method of the present invention, can to make the hollow rate of product high, therefore with common concrete master batch, can produce more low-density product.Product of the present invention is lighter than common brick, and the cement brick of also producing than T method is light.Therefore the present invention has realized without light-weight aggregate and produced light porous brick, the aspects such as product of the present invention gives up in low-carbon (LC), profit, energy-saving and environmental protection are better than the product of prior art J method and T method greatly, have obtained fairly obvious technological progress.
In sum, the present invention has not only obtained very large technological progress on pore-forming technique but also in properties of product.The present invention takes full advantage of the advantage of masterbatch liquefaction, adopts a minute slotting formula inserted link hole forming method, and not only pore-forming resistance is little, power consumption is little, production efficiency is high, and can make many rounds of aperture honeycomb type porous brick of high hollow rate, has improved the thermal and insulating performance of porous brick.Because masterbatch packing is high, the impervious anti-crack ability of porous brick strengthens greatly; The honeycomb type structure of the many rounds of aperture has not only improved the self-heat preservation heat insulation ability of body of wall greatly, also make the pressure-bearing surface of porous brick stressed evenly, the shearing resistance shock resistance of body of wall is also improved, thereby effectively control cement concrete Perforated-brick Wall in the past and be easy to the common quality defect ftractureing, promote the raising of construction quality.The present invention is no matter be pore-forming technique method or the serviceability of product, and technology content all improves greatly, contributes to promote technological progress and the development of the hollow porous brick of cement concrete.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further detailed explanation.
Fig. 1 is the view of inserted link crossbeam when highest order that becomes punch die in the present invention;
Fig. 2 is the view of inserted link crossbeam when lowest order that becomes punch die in the present invention;
Fig. 3 is pore-forming lower mould and limit case schematic diagram in the present invention;
Fig. 4 is the schematic diagram of porous plate and limit case in the present invention;
Fig. 5 presses the platform that shakes to drive inserted link cross beam movement to divide into groups to press the schematic diagram of the inserted link pore-forming principle of shaking in the present invention;
Fig. 6 is the schematic diagram of pressing the platform that shakes to shake to inserted link crossbeam grouping pressure in the present invention;
Fig. 7 is the schematic diagram of rod-pulling device in the present invention;
Fig. 8 is the principle schematic that in the present invention, sliding thick stick drives handle to press thick stick to move;
Fig. 9 is the principle schematic that in the present invention, progressive shift mechanism drives the 3rd machine frame movement;
Figure 10 is the operation principle schematic diagram of progressive plate in the present invention;
Figure 11 is the principle schematic that in the present invention, porous brick adopts the manufacture method of automation.
The specific embodiment
The porous brick of producing 240 * 115 * 90mm of now take is example, specifically describes the implementation process of forming hole method of the present invention.
The porous brick certain for hollow rate, brick face area is certain, the row in hole is more, Kong Yue little.For example, take circular port as example, when hollow rate is 35% left and right, for the porous brick of 240 * 115 * 90mm, when the row in hole is increased to 13 row from 5 rows, the diameter in hole will be decreased to 6mm from 16mm, and hole count is increased to 332 holes from 48 holes.But Kong Yue little, the row in hole increases, and production difficulty is also larger.
In line with principle from the easier to the more advanced, the present embodiment is to produce a collection of totally 208 porous bricks of 8 row, 26 row, the aperture of the circular hole on every porous brick is that 12mm, hollow rate are 36%, 25 row, the 7 row example of totally 88 circular holes, the implementation process of this method is described, the hole count that wherein odd number on every porous brick is capable is 4, the hole count of even number line is 3, and porous brick material is seated in material bed die 90.
With reference to Fig. 1, Fig. 3 ~ Fig. 5, divide type pore-forming mold, socket type pore-forming, comprise patrix 1 and counterdie 2, described patrix 1 by some be parallel to each other, spacing equates and inserted link crossbeam 3 that pore-forming inserted link 10 is installed is arranged forms, described pore-forming inserted link 10 in a row distributes, the shape of cross section of pore-forming inserted link 10 can be determined according to the shape in the hole on required porous brick, can be circular, ellipse, rectangle or other shape, is circular in this example.For obtaining high hollow rate, the general distribution in a row in hole on porous brick, adjacent two rows' hole is interlaced, be cellular, therefore the distribution of inserted link crossbeam 3 is also corresponding with the hole on required porous brick, corresponding with the circular hole on the porous brick of final molding, the quantity of the upper corresponding inserted link crossbeam 3 that pore-forming inserted link 10 is installed of every row's porous brick (being each pore-forming monomer) is 25, hole-forming device unit of this example is by 8 monomer compositions, thus each pore-forming cellular installation to have the quantity of the inserted link crossbeam 3 of pore-forming inserted link 10 be 200.
Inserted link crossbeam 3 drives it to move down by shake platform 4 of vibratile pressure, presses the platform 4 that shakes to be driven by actuating unit, presses the platform 4 that shakes to be provided with bobbing machine 40, press shake platform 4 press down mobile in also in vibration; Pressure is shaken after platform 4 all depresses inserted link crossbeam 3 in batches, and the actuating unit platform 4 that again pressure shaken all promotes and gets back to initial position once.Pressure is shaken platform 4 when pore-forming inserted link 10 is pressed down, and material is vibrated and liquefy, and has not only reduced pore-forming resistance, has improved hole quality, has improved quality of item, and has saved the time, has improved production efficiency.
Described counterdie 2 comprises the female receptacle corresponding with pore-forming inserted link 10 5, the two ends of counterdie 2 are equipped with the limit case 6 of hollow with the weight of supporting patrix 1, limit case 6 one has two, the inside of the limit case 6 of correspondence position is stretched in the end of female receptacle 5, inserted link crossbeam 3 is provided with many guide rods 61 in the position corresponding to limit case 6, limit case 6 is provided with guide pipe 62 in the position corresponding to guide rod 61, to prevent pore-forming inserted link 10 from shaking when working, affects hole quality.Limit case 6 inside are stretched into through behind the top of limit case 6 in the lower end of guide rod 61, guide rod 61 is provided with cannelure 60, the top of guide pipe 62 is provided with the jump ring 63 that can snap in cannelure 60, patrix 1 supports by jump ring 63 and limit case 6, therefore the clamping force of jump ring 63 must be enough large, to can bear the weight of inserted link crossbeam 3, pore-forming inserted link 10 and guide rod 61, prevent that patrix 1 is because Action of Gravity Field drops.The quantity of pore-forming inserted link 10 and inserted link crossbeam 3 is a lot, and gross weight is large, and weight can not be born by porous plate 32.In design, the weight of pore-forming inserted link 10 and inserted link crossbeam 3 passes to two limit casees 6 by guide rod 61 and the jump ring 63 at inserted link crossbeam 3 two ends, by two limit casees 6, bears total weight.The location of 32 responsible pore-forming inserted links 10 of porous plate, not load-bearing.When pressure is shaken 4 times derivation bars 61 of platform, guide rod 61 is broken through jump ring 63 effects clamping force thereon and is moved down, and jump ring 63 is still positioned on guide pipe 62.When dead man is worked, guide rod 61 moves up, and jump ring 63 snaps in again cannelure 60 places, and inserted link crossbeam 3 also moves to highest order simultaneously, and this inserted link crossbeam 3 stops mobile, and jump ring 63 is accepted the weight of inserted link crossbeam 3, pore-forming inserted link 10 and guide rod 61.
Described inserted link crossbeam 3 is divided into more than two groups according to the order moving down, and every group comprises many inserted link crossbeams 3, and same group of inserted link crossbeam 3 driven by same the pressure platform 4 that shakes.As preferably, the order that this example moves down according to inserted link crossbeam 3 is divided into four groups.On every porous brick, there are 25 row circular holes, all inserted link crossbeams 3 corresponding to all circular holes of the 4n+1 on every porous brick capable (0≤n≤6 and n are integer) belong to first group, by that analogy, all inserted link crossbeams 3 corresponding to all circular holes of 4n+2 capable (0≤n≤5 and n are integer) on every porous brick belong to second group, all inserted link crossbeams 3 corresponding to all circular holes of 4n+3 capable (0≤n≤5 and n are integer) belong to the 3rd group, and all inserted link crossbeams 3 corresponding to all circular holes of 4n+4 capable (0≤n≤5 and n are integer) belong to the 4th group.Therefore, inserted link crossbeam 3 comprises first group of inserted link crossbeam 301, second group of crossbeam 302, the 3rd group of crossbeam 303, the 4th group of crossbeam 304.First group of inserted link crossbeam 301 moves down at first, is then second group of crossbeam 302, the 3rd group of crossbeam 303, the 4th group of crossbeam 304 successively.The top of every porous brick has 7 inserted link crossbeams 3 that pore-forming inserted link 10 is installed and belongs to first group, and a hole-forming device unit is by 8 monomer compositions (can produce 8 row porous bricks), a unit has 56 inserted link crossbeams 3 that pore-forming inserted link 10 is installed and belongs to first group, and these 56 inserted link crossbeams 3 move down together.And second group, the 3rd group, the 4th group quantity that the inserted link crossbeam 3 of pore-forming inserted link 10 is installed of same unit is 48.
Further, the length of same group of inserted link crossbeam 3 is identical, the two ends of the same group of inserted link crossbeam 3 formerly moving down exceed after the two ends of same group of inserted link crossbeam 3 moving down, the two ends of this group inserted link crossbeam 3 are pushed down at the shake two ends of platform 4 of the pressure that drives same group of inserted link crossbeam 3 to move down.Actuating unit comprises the first actuating unit, the second actuating unit, the 3rd actuating unit and the 4th actuating unit; Correspondingly, press the platform 4 that shakes to comprise that the first pressure platform 41, second that shakes presses the platform 42 that shakes, the 3rd pressure platform 43, the 4th pressure platform 44 that shakes that shakes; The first actuating unit and first presses the platform 41 that shakes to drive first group of inserted link crossbeam 3 to move, the second actuating unit and second presses the platform 42 that shakes to drive second group of inserted link crossbeam 3 to move, the 3rd actuating unit and the 3rd presses the platform 43 that shakes to drive the 3rd group of inserted link crossbeam 3 to move, and the 4th actuating unit and the 4th presses the platform 44 that shakes to drive the 4th group of inserted link crossbeam 3 to move.No matter the row of pore-forming inserted link 10 be how many, completely grouping slotting under, in this example inserted link crossbeam 3 be divided into four groups slotting under, after four groups of inserted link crossbeams 3 have been inserted, the jack work of porous brick completes.Therefore, the speed of inserted link and inserted link row number irrelevant, the group number of only dividing with inserted link crossbeam 3 is relevant.For the aperture goods of high hollow rate, high row, production efficiency is very high like this, nor can affect the shape of the circular hole on porous brick.
Further, the described pressure platform 4 that shakes is controlled by linked switch, presses the platform 4 that shakes to be inverted U-shaped, after the pressure that the moves down platform 4 that shakes be positioned at the pressure formerly moving down 4 regions of platform that shake, the distance that neighbouring pressure is shaken between platform is slightly larger than the distance of pressing the platform regulation of shaking to move down.The pressure formerly the moving down platform 4 that shakes is displaced downwardly to after predetermined distance, touches this pressure shake shutdown switch and the next starting switch of pressing the platform that shakes of platform, and the pressure formerly the moving down platform 4 that shakes just stops at minimum point, and the pressure that below the is adjacent platform 4 that shakes starts to move down.Ordinal shift like this, until all pressures are shaken, platform 4 presses to minimum point by all crossbeams 3.The distance when distance that at this moment adjacent pressure is shaken between platform is original position, then will all press the disposable lifting of the platform that shakes to get back to original position by actuating unit.
With reference to Fig. 1 ~ Fig. 3, the inner chamber of described limit case 6 is provided with the gusset plate 64 of a plurality of vertical settings, is provided with described guide pipe 62 between two adjacent gusset plates 64.Described limit case 6 is comprised of top case and following case, and case is connected with female receptacle below, thinner, need to add top case, the overall weight that conduit could be installed and bear hole-forming device upper and lower mould.Upper following case, except inside reinforces with gusset plate 64, then will upper following case be locked and is integral with outside gusset plate and interior survey gusset plate and fastening bolt.
Further, described counterdie 2 comprises some being parallel to each other and porous plate glazing bar 21 that spacing is equal.The top of described porous plate glazing bar 21 is overlapped with the upper glazing bar 22 that the spacing vertical with porous plate glazing bar 21 equates, adjacent two porous plate glazing bars 21 form tetragonal cell orifice with adjacent two upper glazing bars 22, the bottom of described porous plate glazing bar 21 is provided with and the corresponding porous plate 32 of cell orifice, a line porous plate 32 that is parallel to porous plate glazing bar 21 forms a cell board monomer 340, therefore a cell board monomer 340 has the female receptacle 5 that 32,8 monomers of 26 blocks of porous plates 340 form a pore-forming unit.Described porous plate 32 is provided with the jack corresponding with pore-forming inserted link 10 31, and described female receptacle 5 is comprised of porous plate 32, and counterdie 2 includes porous plate glazing bar 21, upper glazing bar 22, female receptacle 5 and limit case 6.
Further, described inserted link crossbeam 3 comprises the one-tenth septated hole crossbeam 210 corresponding with porous plate glazing bar 21, as Fig. 2, shown in Fig. 3, two porous plate glazing bars 21 that are connected to glazing bar 22 two ends are respectively first side glazing bar 211 and Second Edge glazing bar 212, directly over first side glazing bar 211 and Second Edge glazing bar 212, be not all arranged to septated hole crossbeam 210, directly over other porous plate glazing bar 21 between first side glazing bar 211 and Second Edge glazing bar 212, be provided with one-tenth septated hole crossbeam 210 in a row, become septated hole crossbeam 210 that the first septated hole inserted link in a row is installed in the position corresponding to porous plate glazing bar 21, one-tenth septated hole crossbeam 210 and wherein any one group of inserted link crossbeam 3 that pore-forming inserted link 10 is installed form same group, as preferably, the present invention is included into first group by one-tenth septated hole crossbeam 210, therefore its length is also consistent with the length of other pore-forming inserted link 10 crossbeams in first group.The inserted link crossbeam 3 that pore-forming inserted link 10 is installed corresponding on the position of glazing bar 22 the second septated hole inserted link 220 is installed, on described porous plate glazing bar 21 and porous plate 32, be respectively equipped with corresponding the first through hole of the first septated hole inserted link and first and separate jack 311, on upper glazing bar 22 and porous plate 32, be respectively equipped with corresponding the second through hole of the second septated hole inserted link 220 and second and separate jack 312.The quantity of the inserted link crossbeam 3 directly over the cell board monomer 340 connected with Second Edge glazing bar 212 is 25 (because septated hole crossbeam 210 is not installed in top corresponding to this cell board monomer 340), these 25 inserted link crossbeams 3 form first crossbeam monomer, and the quantity of the inserted link crossbeam 3 of other cell board monomer 340 top correspondences is 26, the top of each cell board monomer 340 forms a crossbeam monomer, so the quantity of crossbeam monomer is 8.Direction along Second Edge glazing bar 212 to first side glazing bar 211, described crossbeam monomer comprises first crossbeam monomer, second cross beam monomer, the 3rd crossbeam monomer, the 4th crossbeam monomer, the 5th crossbeam monomer, the 6th crossbeam monomer, the 7th crossbeam monomer, the 8th crossbeam monomer successively, therefore the total quantity of inserted link crossbeam 3 is 207 (25+26 * 7=207).Corresponding with it, the cell board monomer 340 corresponding with first crossbeam monomer to the eight crossbeam monomers is respectively the first monomer 341, the second monomer 342, the 3rd monomer 343, the 4th monomer 344, the 5th monomer 345, the 6th monomer 346, the 7th monomer 347, the 8th monomer 348.
Divide slotting formula hole-forming device, comprise a minute type pore-forming mold, socket type pore-forming, the two ends of described inserted link crossbeam 3 are equipped with the rod-pulling device 7 that can pull up inserted link crossbeam 3, therefore described rod-pulling device 7 is comprised of left and right two parts, are symmetrically distributed in the both sides of crossbeam 3.With reference to Fig. 6 ~ Fig. 8, described rod-pulling device 7 comprises the first frame 71, in the first frame 71, be connected with second frame 72 that can reciprocatingly move along the direction that is parallel to inserted link crossbeam 3, in the second frame 72, be connected with travelling carriage 720, the second frame 72 is movably connected in the first frame 71 by slide mechanism 720, by actuating unit drive the second frame 72 near or away from the direction of inserted link crossbeam 3, move.The second frame 72 is provided with a row near a side of inserted link crossbeam 3 and pulls out hand chute, the end correspondence of each root inserted link crossbeam 3 one and is pulled out hand chute, slidably connect the hand 73 that pulls out moving up and down, the end of inserted link crossbeam 3 is provided with to allow pulls out the groove 34 that hand 73 stretches into, when inserted link crossbeam 3 need to be pulled up, the second frame moves to the direction of crossbeam 3 under actuating unit effect, pulls out hand 73 and stretches in groove 34, after inserted link crossbeam 3 is pulled up, pulls out hand 73 and exit groove 34.Every inserted link crossbeam 3 two of needs pull out hand 73 and pull up, therefore pull out the quantity of hand 73, are 207 * 2=414.
A side that deviates from crossbeam in the second frame 72, in the position near pulling out hand chute, the two rows chute of shaking hands is installed, quantity and the position of handle chute is with to pull out hand chute corresponding, in chute, slidably connect handle 75 moving up and down, shake hands on 75 to be connected with stay cord 76, stay cord 76 is connected to and pulls out on hand 73 by being located at after assembly pulley 77 in the second frame 72 or slide-bar break-in, each pulls out two handles 75 of hand 73 configuration, and 75 the weight of shaking hands is less than the weight of pulling out hand 73.Between second frame two row's handle chutes, movable installation the 3rd frame 74, the three frames 74 can be along doing progressive movement perpendicular to the direction of inserted link crossbeam 3.The upper frame 741 of the 3rd frame 74 is connected with back-moving spring 78 downwards, the lower end of back-moving spring 78 is hung with the handle pressure thick stick 79 that can press down handle 75, each handle presses two back-moving springs 78 of thick stick 79 configurations to keep balance, each handle presses thick stick 79 two ends to press down altogether two handles 75, why two handles 75 are set, and are also the balances for the depression bar 79 that keeps shaking hands.Two handles 75 are connected with the same hand 73 that pulls out by different stay cord 76.It is 8 pairs that handle is pressed the quantity of thick stick 79, and each crossbeam monomer configures a pair, is symmetrically distributed in the both sides of crossbeam 3.In the 3rd frame 74, be fixedly connected with slide 8, in slide 8, being set with can be along make the sliding thick stick 81 of horizontal reciprocating movement perpendicular to the direction of inserted link crossbeam 3, sliding thick stick 81 is provided with below and can relies on its inclined-plane being inclined relative to horizontal 82 to promote the dead man skewback 83 that handle presses thick stick 79 to move down, press the quantity of thick stick 79 corresponding with handle, the quantity that every sliding thick stick is installed dead man skewback 83 is 8, respectively corresponding 8 crossbeam monomers of hole-forming device unit.Under actuating unit drives, sliding thick stick 81 travels forward, 8 dead man skewbacks 83 press down respectively 8 handles and press thick stick 79, each handle presses thick stick 79 to press down two corresponding handles 75, handle 75 pulls up extreme higher position by pulling out hand 73 and being connected to the inserted link crossbeam 3 pulling out on hand 73, and now handle presses thick stick in extreme lower position.Then sliding thick stick 81 moves backward, the inclined-plane 82 that handle presses thick stick 79 to be close to dead man skewback 83 under the effect of back-moving spring 78 rises, while arriving peak, the 3rd frame 74 moves forward the distance of crossbeam 3 thickness under progressive shift mechanism effect, handle after displacement presses thick stick just in time to aim at next secondary handle 75, starts next working cycles.Below same sliding thick stick, 8 dead man skewbacks are installed, so 8 handle pressure thick sticks press down respectively the handle 75 under it, on each crossbeam monomer, there is 1 inserted link crossbeam 3 to be pulled up, therefore sliding thick stick often makes a round trip and has 8 inserted link crossbeams 3 and be pulled up initial position.That is to say, 8 pore-forming monomers of 7 pairs of hole-forming device unit of rod-pulling device are while dead mans, and the dead man time of a pore-forming unit is exactly the dead man time of a monomer, have so just greatly improved dead man efficiency.After dead man completes, all crossbeams 3 are all in extreme higher position, and the second frame moves towards the direction of leaving crossbeam 3 under actuating unit effect, all pull out hand 73 and exit from the groove of crossbeam 3 terminations, heavier than handle owing to pulling out hand, under Action of Gravity Field, pull out hand and handle automatically resets.
Further, with reference to Fig. 7 ~ Figure 10, described progressive shift mechanism comprises and being horizontally disposed with and perpendicular to the progressive bar 84 of inserted link crossbeam 3, progressive bar 84 is slidably connected in the second frame 72, be fixedly connected in the 3rd frame 74, on progressive bar 84, be fixedly connected with arm-tie 85, on progressive bar 84, also cross-under is useful on and promotes the power spring 86 that arm-tie 85 advances, during power spring 86 work, in confined state, the two ends of power spring 86 are connected in arm-tie 85 and the second frame 72.Progressive bar 84 several progressive plates 87 away from one end butt of the second frame 72, progressive plate 87 is vertical with progressive bar 84, the quantity of progressive plate 87 equates with the quantity of a monomer crossbeam in pore-forming unit, the thickness of progressive plate 87 equals the thickness of corresponding crossbeam 3, therefore progressive bar 84 distance of progressive plate 87 thickness of often advancing, the 3rd frame 74 is taken with handle and is pressed also mobile identical distance of thick stick 79.Described progressive plate 87 is placed on lower backstay 88, and the top of progressive plate 87 is provided with for limiting the upper backstay 89 of progressive plate 87 turned positions.Upper backstay 89, lower backstay 88 and progressive plate 87 are installed in the second frame 72.In the 3rd frame 74, be provided with hit agency, when sliding thick stick 81 travels forward, inserted link crossbeam 3 is pulled up behind extreme higher position by rod-pulling device 7, now handle presses thick stick 79 in minimum point, then sliding thick stick 81 moves backward, the inclined-plane 82 that handle presses thick stick 79 to be close to dead man skewback 83 rises, while rising to peak, hit agency knocks the tail end 871 of the progressive plate 87 connecting with progressive bar 84, these progressive plate 87 rotations, lift termination, and power spring 86 promotes arm-tie 85 and the 3rd frame 74 is advanced, the and then reach of progressive bar 84, butt is lived next progressive plate 87.The progressive plate 87 being knocked falls under gravity on progressive bar 84.The handle that rises to peak is pressed the and then distance of crossbeam 3 thickness of the 3rd frame 74 reaches of thick stick 79, just in time aims at next secondary handle, has started next working cycles.When all progressive plates 87 are impacted complete one by one, progressive bar moves to ultimate range, dead man work completes, actuating unit acts on arm-tie 85, overcomes the active force of spring 86, and the direction by the 3rd frame 74 and progressive bar 84 toward the second frame 72 pulls, all progressive plates 87 drop on lower backstay 88 again, progressive bar 84 again butt whole progressive plates 87, and progressive mechanism all resets, and power spring 86 is still in confined state.
With reference to Figure 11, the automated manufacturing method of porous brick, comprises the following steps:
1), the material bed die 90 of putting for splendid attire material is placed on to conveyer 9, be sent to loading station 91, by the hollow rate of required porous brick to putting material bed die 90 interior injection hollow brick material;
2), put material bed die 90 and be sent to pore-forming station 92, become punch die to be shelved on and put on material bed die 90, adopt and press the platform 4 that shakes sequentially each group inserted link crossbeam 3 to be depressed into lowest order, make the pore-forming inserted link 10 of each group inserted link crossbeam 3 below insert material, arrive the degree of depth needing;
3), put material bed die 90 and become punch die to be sent to dead man station 93, the rod-pulling device 7 at dead man station 93 places pulls up inserted link crossbeam 3 to highest order;
4), put material bed die 90 and a minute type pore-forming mold, socket type pore-forming is sent to parting station 94, become punch die and to put material bed die 90 separated, become punch die to be transferred back to the other pore-forming of pore-forming station 92 and wait for station 96;
5), put material bed die 90 enter goods maintenance station 95, the material after pore-forming is carried out to maintenance sclerosis;
6), put material bed die 90 and enter cutting work station 97, use the first cutting machine to cut along the direction of the first septated hole of the first septated hole inserted link formation, then use the second cutting machine to cut along the direction of the second septated hole of the second septated hole inserted link 220 formation;
7), put material bed die 90 and enter demoulding station 98, product porous brick monomer after cutting departs from puts material bed die 90, the empty material bed die 90 of putting is transferred back to the other charging of loading station 91 and waits for station 99.
The automated manufacturing method of above-mentioned porous brick is called die methods.When adopting die methods to produce, the inner cavity size of putting material bed die 90 is 3090 * 1948mm, and its width is length and the kerf width sum of 8 row's porous bricks.A mould once can be produced 208 bricks, has not only reduced the quantity of template, because there is no demarcation strip between porous brick, has greatly reduced pore-forming resistance, has reduced energy consumption, has improved production efficiency.Because the top of first side glazing bar 211 and Second Edge glazing bar 212 does not arrange the first septated hole inserted link, therefore at the inwall of putting material bed die, semicircular convex tendon can be set, the shape of convex tendon is consistent with the shape of the first septated hole inserted link, and the distribution of convex tendon is also consistent with the distribution of the first septated hole inserted link.The side that the arranging of convex tendon can make to be close to the porous brick of putting material bed die inwall forms groove 34, thereby consistent with the porous brick shape after other cutting of centre.
Cell board monomer 340 can be made separately, then with bolt, several cell board monomers 340 is tightened together, and forms a pore-forming unit.For simplifying and convenient manufacture, also can be made of one formula.The corresponding little porous plate of every porous brick, cell board monomer 340 will 26 blocks of porous plates, and a pore-forming unit needs 208 blocks of porous plates, and a unit once can produce 208 porous bricks.208 blocks of porous plates are divided into 8 row, are arranged on 9 porous plate glazing bars 21, form a large female receptacle 5.
As shown in Figure 1, limit case 6 comprises top case 601 and following case 602.Top case 601 and below case 602 have upper and lower cover plates separately, become alone case.Below the effect of case 602 is fixing porous plate glazing bars 21, porous plate is connected simultaneously; The effect of top case 601 is guide pipe 62 and guide rods 61 that inserted link crossbeam 3 is installed.All there is parting bead top case 601 and below case 602 inside, and parting bead opposite side case 6 is reinforced, and accepts upper and lower cover plates; All there is side plate on the both sides of upper following case, together with the bolt device 600 using, top case 601 and following case 602 are connected, and do further to reinforce.The additional thickening base plate 603 in the bottom of case 602, thickeies same reinforcement effect, the support unit while being also pore-forming die shift of rising of base plate 603 below.In limit case 6, be inserted link crossbeam 3 configuration guide pipes 62, its effect is to support inserted link crossbeam 3 and pore-forming inserted link 10, limits the track that inserted link crossbeam 3 moves up and down.A jump ring 63 is installed in guide pipe 62 upper ends, when inserted link crossbeam 3 moves downward, presses the platform 4 that shakes to act on thrust on inserted link crossbeam 3 and will overcome jump ring 63 and act on the clamping force on inserted link crossbeam 3, thereby promote inserted link crossbeam 3, moves down.When inserted link crossbeam 3 is pulled up to peak, jump ring 63 is stuck in cannelure 60 places of guide rod 61, and inserted link crossbeam 3 is fixed on to highest order.
Except first crossbeam monomer only has 25 inserted link crossbeams 3,26 inserted link crossbeams 3 of other each crossbeam monomer configuration, wherein on 25 inserted link crossbeams 3, pore-forming inserted link 10 is installed, the first septated hole inserted link is installed on other one, the first septated hole inserted link is the septated hole pore-forming between two row's porous bricks, septated hole inserted link diameter is got 6mm, and 207 inserted link crossbeams 3 of 8 monomers, are divided into into 4 groups.Hole on every porous brick is 25 row, and wherein the hole count of odd-numbered line is 4, and the hole count of even number line is 3.
Before pore-forming, complete material, one-tenth punch die is positioned on material.The shake quantity of platform 4 of pressure is four, presses the platform 4 that shakes to push down respectively 4 groups of inserted link crossbeams 3.The pressure platform 4 that shakes is equipped with linked switch.While starting pore-forming, first presses platform 41 startings of shaking, by first group of inserted link crossbeam 3 past pressing down under effect of vibration.When first group of inserted link crossbeam 3 arrives minimum point, the shake switch of platform 41 of the first pressure is closed in collision, starts the shake switch of platform 42 of the second pressure simultaneously.First presses the platform 41 that shakes to stop pressing down, and second presses the platform 42 that shakes and then to start toward pressing down.Go down so continuously, until the 4th presses the platform that shakes to press to minimum point.Vibration stops, and inserted link process completes.In design, first group, second group presses down each 5 seconds time, and the 3rd group is 9 seconds, and the 4th group is 16 seconds, and pore-forming total time is 35 seconds.Adopt a minute slotting formula inserted link hole forming method, no matter the quantity of inserted link crossbeam 3 is how many, only these inserted link crossbeams 3 need to be divided into four groups, four groups of times that complete pore-forming are all 35 seconds.
Complete after inserted link, minute type pore-forming mold, socket type pore-forming and the pressure platform 4 that shakes is separated, with rod-pulling device 7 combinations.Rod-pulling device 7 comprise pull out hand 73, shake hands 75, handle is pressed thick stick 79, sliding thick stick 81, slide 8 and actuating unit etc.Actuating unit drives sliding thick stick 81 at the interior front-rear reciprocation movement of doing of slide 8.Rod-pulling device 7 is symmetrically distributed in into the both sides of punch die, for 32 of the configurations of every inserted link crossbeam, pulls out 73,4 handles 75 of hand, and install at the two ends that are distributed in inserted link crossbeam 3.2 handles 75 pull 1 to pull out hand 73, press thick stick 79 to drive handle 75, as shown in Figure 6 by handle.Handle 75 with pull out hand 73 and be connected by stay cord 76, stay cord 76 dependence assembly pulleys 77 or slide-bar support and change the direction of motion.Assembly pulley 77 rotates, and frictional resistance is little, but because coaxial assembly pulley 77 quantity are many, structure is comparatively complicated.Slide-bar does not turn, with stay cord 76 be static friction, resistance is larger, but simple in structure, with a slide-bar, can substitute coaxial whole assembly pulley 77.Can adopt the mode of apply oil to reduce frictional resistance.For corresponding with four groups of inserted link crossbeams 3, assembly pulley 77 includes the first assembly pulley 771, the second assembly pulley 772, the 3rd assembly pulley 773 and the 4th assembly pulley 774.
After rod-pulling device 7 is in place, pull out accordingly the groove 34 that hand 73 is aimed at corresponding inserted link crossbeam 3, promote the second frame 72 toward the direction motion near crossbeam 3, make to pull out hand 73 and 3 interlocks of inserted link crossbeam.Start dead man power switch, actuating unit drives sliding thick stick 81 to seesaw, and sliding thick stick is installed 8 dead man skewbacks 83 81 times, and every dead man skewback 83 is joined a handle and pressed thick stick 79.When sliding thick stick 81 travels forward, 8 dead man skewbacks 83 press thick stick 79 toward pressing down on the handle of below separately simultaneously, and handle presses thick stick 79 to force handle 75 to move downward, thereby pull, pull out hand 73 and move upward, and pull up inserted link crossbeam 3.When sliding thick stick 81 moves backward, handle presses thick stick 79 under action of reset spring, to be close to 83 risings of dead man skewback, while rising to highest order under progressive shift mechanism effect with simultaneously the advance distance of progressive plate 87 thickness of the 3rd frame 74, handle presses thick stick 79 just in time to aim at next secondary handle 75, starts next working cycles.After last batch of inserted link crossbeam 3 is pulled up, moving component collision shutdown switch, dead man has moved.
In sum, manufacture process of the present invention is divided into vibration inserted link and dead man two step actions.This two-step action carries out at different stations respectively simultaneously.In order to realize automatic continuous production, also in order to guarantee that the porous brick after pore-forming avoids vibration interference, require production process vibration inserted link, dead man, elementary displacement three to coordinate.
The above, be preferred embodiments of the present invention, but the present invention is not limited to above-described embodiment, as long as it reaches technique effect of the present invention with any same or similar means, within all should falling into protection scope of the present invention.
Claims (10)
1. minute type pore-forming mold, socket type pore-forming, comprise patrix (1) and counterdie (2), described patrix (1) is parallel to each other by some and inserted link crossbeam (3) that pore-forming inserted link (10) is installed is arranged forms, described pore-forming inserted link (10) in a row distributes, it is characterized in that: inserted link crossbeam (3) drives it to move down by the vibratile pressure platform (4) that shakes, the pressure platform (4) that shakes drives it to move up and down by actuating unit, described counterdie (2) comprises and the corresponding female receptacle (5) of pore-forming inserted link (10), the limit case (6) that the two ends of counterdie (2) are equipped with hollow supports, the inside of the limit case (6) of correspondence position is stretched in the end of counterdie (2), inserted link crossbeam (3) is provided with many guide rods (61) in the position corresponding to limit case (6), limit case (6) inside is stretched into through behind the top of limit case (6) in the lower end of guide rod (61), guide rod (61) is provided with cannelure (60), limit case (6) is provided with guide pipe (62) in the position corresponding to guide rod (61), the top of guide pipe (62) is provided with the jump ring (63) that can snap in cannelure (60), patrix (1) supports by jump ring (63) and limit case (6), described inserted link crossbeam (3) is divided into more than two groups according to the order moving down, every group comprises many inserted link crossbeams (3), same group of inserted link crossbeam (3) driven by same the pressure platform (4) that shakes.
2. a kind of minute according to claim 1 type pore-forming mold, socket type pore-forming, it is characterized in that: the length of same group of inserted link crossbeam (3) is identical, the two ends of the same group of inserted link crossbeam (3) formerly moving down exceed after the two ends of the same group of inserted link crossbeam (3) that move down, the two ends of this one group of inserted link crossbeam (3) are pushed down at the shake two ends of platform (4) of the pressure that drives same group of inserted link crossbeam (3) to move down.
3. a kind of minute according to claim 1 type pore-forming mold, socket type pore-forming, it is characterized in that: the shake quantity of platform (4) of described pressure is a plurality of, the shake number of platform (4) and the packet count of inserted link crossbeam (3) of pressure matches, the pressure platform (4) that shakes is controlled by linked switch, after the pressure that the moves down platform (4) that shakes be positioned at the pressure formerly moving down platform (4) the institute region that shakes, the pressure formerly the moving down platform (4) that shakes is displaced downwardly to after predetermined distance, touch this pressure shake starting switch of platform (4) of the shutdown switch of platform (4) and pressure that below is adjacent that shakes, the pressure first the moving down platform (4) that shakes arrives minimum point and stops moving down and continue to push down inserted link crossbeam (3), the pressure that is adjacent of the below platform (4) that shakes starts to move down and promotes another group inserted link crossbeam (3) and presses down, pressure is shaken, and platform (4) is like this sequentially to move down, until last pressure is shaken, platform (4) arrives minimum point, inserted link has moved, by actuating unit, will all press (4) lifting restorings of platform that shake again.
4. a kind of minute according to claim 1 type pore-forming mold, socket type pore-forming, it is characterized in that: described counterdie (2) comprises some being parallel to each other and porous plate glazing bar (21) that spacing is equal, the top of described porous plate glazing bar (21) is overlapped with the upper glazing bar (22) that the spacing vertical with porous plate glazing bar (21) equates, adjacent two porous plate glazing bars (21) form tetragonal cell orifice with adjacent two upper glazing bars (22), the bottom of described porous plate glazing bar (21) is provided with and the corresponding porous plate of cell orifice (32), the row's porous plate (32) that is parallel to porous plate glazing bar (21) forms a cell board monomer (340), described porous plate (32) is provided with and the corresponding jack (31) of pore-forming inserted link (10), described female receptacle (5) is comprised of porous plate (32).
5. a kind of minute according to claim 1 type pore-forming mold, socket type pore-forming, it is characterized in that: described inserted link crossbeam (3) comprises into septated hole crossbeam (210), the two porous plate glazing bars (21) that are connected to glazing bar (22) two ends are respectively first side glazing bar (211) and Second Edge glazing bar (212), directly over other porous plate glazing bar (21) between first side glazing bar (211) and Second Edge glazing bar (212), be provided with described one-tenth septated hole crossbeam (210), become septated hole crossbeam (210) that the first septated hole inserted link in a row is installed in the position corresponding to porous plate glazing bar (21), one-tenth septated hole crossbeam (210) and wherein any one group of inserted link crossbeam (3) that pore-forming inserted link (10) is installed form same group, the inserted link crossbeam (3) that pore-forming inserted link (10) is installed corresponding on the position of glazing bar (22) the second septated hole inserted link (220) is installed, on described porous plate glazing bar (21) and porous plate (32), be respectively equipped with corresponding the first through hole of the first septated hole inserted link and first and separate jack (231), on upper glazing bar (22) and porous plate (32), be respectively equipped with corresponding the second through hole of the second septated hole inserted link (220) and second and separate jack (232).
6. minute slotting formula hole-forming device, it is characterized in that: comprise minute type pore-forming mold, socket type pore-forming described in arbitrary claim in claim 1 ~ 5, also comprise rod-pulling device (7), described rod-pulling device (7) is arranged on the two ends of inserted link crossbeam (3), can pull up inserted link crossbeam (3), described rod-pulling device (7) comprises the first frame (71), in the first frame (71), be connected with second frame (72) that can reciprocatingly move along the direction that is parallel to inserted link crossbeam (3), its moving back and forth of task be realize pull out hand (73) with the interlock of crossbeam (3) with separated, the second frame (72) is connected with the hand (73) that pulls out moving up and down near a Slideslip of inserted link crossbeam (3), the end of inserted link crossbeam (3) is provided with to allow pulls out the groove (34) that hand (73) stretches into, in described the second frame (72), slidably connect some handles moving up and down (75), on handle (75), be connected with stay cord (76), stay cord (76) is connected to and pulls out on hand (73) by being located at after assembly pulley (77) in the second frame (72) or slide-bar break-in, each 2 of root crossbeam (3) fixed configurations is pulled out hand (73) and 4 handles (75), equalization is symmetrically distributed in the both sides of crossbeam (3), the weight of handle (75) is less than the weight of pulling out hand (73), become punch die and rod-pulling device (7) with regard to after bit combination, all groove (34) alignment of pulling out hand (73) and crossbeam (3), the second frame (72) moves to crossbeam (3) direction, pull out in the groove (34) that hand (73) stretches into crossbeam (3), dead man starts, after having pulled out, all crossbeams (3) rise to highest order, the second frame (72) moves toward the direction of leaving crossbeam (3), all pulling out hand (73) exits from the groove (34) of crossbeam (3) termination, heavier than handle (75) owing to pulling out hand (73), under Action of Gravity Field, pull out hand (73) and handle (75) automatically reset.
7. a kind of minute according to claim 6 slotting formula hole-forming device, it is characterized in that: in second frame (72) of described rod-pulling device (7), being connected with can be along the 3rd frame (74) of the progressive movement of direction level perpendicular to inserted link crossbeam (3), handle is installed in described the 3rd frame (74) and presses thick stick (79), dead man skewback (83) and drive its power set, dead man skewback (83) is arranged on the below of sliding thick stick (81), described female receptacle (5) need to be divided into several cell board monomers (340) according to dead man, the number that a sliding thick stick (81) is installed dead man skewback (83) is below identical with the number of cell board monomer (340), the 3rd frame top is connected with back-moving spring (78) downwards, the lower end of back-moving spring (78) is hung with the handle pressure thick stick (79) that can press down handle (75), each handle presses thick stick (79) to configure two back-moving springs (78) to keep balance, in the 3rd frame (74), be fixedly connected with slide (8), in slide (8), being set with can be along make the sliding thick stick (81) of horizontal reciprocating movement perpendicular to the direction of inserted link crossbeam (3), under actuating unit drives, sliding thick stick (81) travels forward, dead man skewback (83) presses down handle and presses thick stick (79), press thick stick (79) to drive handle (75) to move downward together, by stay cord (76), pull and pull out hand (73) and will pull up extreme higher position with the inserted link crossbeam (3) that pulls out hand (73) interlock, now handle presses thick stick (79) in lowest order, then sliding thick stick (81) moves backward, handle presses thick stick (79) under back-moving spring (78) effect, to be close to dead man skewback (83) rise, when handle presses thick stick (79) to arrive extreme higher position, the 3rd frame (74) moves forward the distance of a crossbeam (3) thickness under the promotion of progressive shift mechanism, handle after displacement presses thick stick (79) just in time to aim at next secondary handle (75), start next working cycles.
8. a kind of minute according to claim 7 slotting formula hole-forming device, it is characterized in that: the progressive shift mechanism of described dead man comprises with power spring (86) and is connected to the progressive bar (84) in the second frame (72), progressive bar (84) is horizontally disposed with and perpendicular to inserted link crossbeam (3), be fixedly connected in the 3rd frame (74), the 3rd frame (74) is movably arranged in the second frame (72), on progressive bar (84), be fixedly connected with arm-tie (85), the upper also cross-under of progressive bar (84) is useful on and promotes the power spring (86) that arm-tie (85) advances, the two ends of power spring (86) are connected in arm-tie (85) and the second frame (72), progressive bar (84) the progressive plate (87) of several activities away from one end butt of the second frame (72), progressive plate (87) is vertical with progressive bar (84), the number of progressive plate (87) equates with the crossbeam number that pore-forming monomer in pore-forming unit comprises, the thickness of progressive plate (87) equals the thickness of corresponding crossbeam (3), described progressive plate (87) is placed on lower backstay (88), the top of progressive plate (87) is provided with for limiting the upper backstay (89) of progressive plate (87) turned position, upper backstay (89) and lower backstay (88) and progressive plate (87) are all arranged in the second frame (72), in the 3rd frame (74), be provided with hit agency, when handle presses thick stick (79) to move to highest order, hit agency knocks the tail end (871) of the progressive plate (87) connecting with progressive bar (84), progressive plate (87) rotation, lift termination, compressed spring (86) promotes arm-tie (85) and the 3rd frame (74) is advanced, progressive bar (84) is reach and then, prop up next progressive plate (87), the progressive plate (87) being knocked falls under gravity on progressive bar (84), so go round and begin again, until all progressive plates (87) quilt is knocked complete, progressive bar (84) moves to ultimate range, all crossbeams (3) are pulled up, dead man has moved, actuating unit acts on arm-tie (85), overcome the active force of spring (86), progressive bar (84) and progressive plate (87) and the 3rd frame (74) are set back.
9. a kind of minute according to claim 6 slotting formula hole-forming device, it is characterized in that: in described the second frame (72), be provided with the chute of shaking hands longitudinally (751) and pull out hand chute (731), handle chute (751) and pull out and be respectively equipped with handle slide block in hand chute (731) and pull out hand slide block, described handle (75) and pull out hand (73) and be arranged on respectively handle slide block and pulling out on hand slide block, each root crossbeam (3) configures 2 and pulls out hand chute (731) and 4 handle chutes (751), be symmetrically distributed in the both sides of crossbeam (3), like this, each side at crossbeam (3), position near crossbeam (3) is that a row pulls out hand chute (731), deviate from crossbeam (3) and be the two rows chutes (751) of shaking hands near the position of pulling out hand chute (731), between two row's handle chutes (751), it is the 3rd movable frame (74).
10. the automated manufacturing method of porous brick, is characterized in that: comprise the following steps:
1), the material bed die (90) of putting for splendid attire material is placed on to conveyer (9), be sent to loading station (91), by the hollow rate of required porous brick to putting injection porous brick material in material bed die (90);
2), put material bed die (90) and be sent to pore-forming station (92), become punch die to be shelved on and put on material bed die (90), adopt and press the platform (4) that shakes sequentially each group inserted link crossbeam (3) to be depressed into lowest order, make the pore-forming inserted link (10) of each group inserted link crossbeam (3) below insert material, arrive the degree of depth needing;
3), put material bed die (90) and become punch die to be sent to dead man station (93), the rod-pulling device (7) that dead man station (93) is located pulls up inserted link crossbeam (3) to highest order;
4), put material bed die (90) and a minute type pore-forming mold, socket type pore-forming is sent to parting station (94), become punch die and to put material bed die (90) separated, become punch die to be transferred back to the pore-forming wait station (96) on pore-forming station (92) side;
5), put material bed die (90) and enter goods maintenance station (95), the material of pore-forming is carried out to maintenance, promote normally sclerosis;
6), put material bed die (90) and enter cutting work station (97) with the goods after hardening, use the first cutting machine to cut along the direction of the first septated hole of the first septated hole inserted link formation, then use the second cutting machine to cut along the direction of the second septated hole of the second septated hole inserted link (220) formation;
7), put material bed die (90) and enter demoulding station (98), porous brick product after cutting is individual with to put material bed die (90) separated, the empty material bed die (90) of putting is transferred back to the other charging wait station (99) of loading station (91).
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| CN104191507A (en) * | 2014-09-02 | 2014-12-10 | 济南麦哈勃冶金技术开发有限公司 | Method for pore forming in building member by using self-pressurized expansible mold and mold release |
| CN104191508A (en) * | 2014-09-02 | 2014-12-10 | 济南麦哈勃冶金技术开发有限公司 | Building component self-pressurization expansion type pore-forming die |
| CN104191506A (en) * | 2014-09-02 | 2014-12-10 | 济南麦哈勃冶金技术开发有限公司 | Self-pressurization expansion type hole forming die for building component |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104175386A (en) * | 2014-08-18 | 2014-12-03 | 济南建源机械制造有限公司 | Automated combined-type vibrating table |
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| CN108501189A (en) * | 2018-04-19 | 2018-09-07 | 山东省建设发展研究院 | Equipment for manufacturing multi-row-hole autoclaved aerated concrete blocks |
| CN108770253A (en) * | 2018-05-21 | 2018-11-06 | 江苏亚特电缆有限公司 | A kind of conveyor control device and control method of electric cabinet |
| CN108770253B (en) * | 2018-05-21 | 2023-12-29 | 国网吉林省电力有限公司白城供电公司 | Conveyor control device and control method of electric cabinet |
| CN109822738A (en) * | 2019-01-26 | 2019-05-31 | 温州市华汇艺术装饰工程有限公司 | A kind of assembled ceramic tile metope processing die station and its construction method |
| CN109676753A (en) * | 2019-01-31 | 2019-04-26 | 中交二航局第四工程有限公司 | A kind of pre-buried hole hole-forming device of prefabricated box -beam |
| CN112025938A (en) * | 2020-09-10 | 2020-12-04 | 李兵 | Special-shaped perforated brick forming mechanism based on standard perforated bricks |
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Effective date of registration: 20220307 Address after: 541900 No. 14, Xinjie West Road, Putao Town, Yangshuo County, Guilin City, Guangxi Zhuang Autonomous Region Patentee after: Guilin Chengchang Building Materials Technology Co.,Ltd. Address before: 529799 room 504, No. 17, building 6, Hengchang garden, shaping Town, Heshan, Jiangmen City, Guangdong Province Patentee before: Gan Changcheng Patentee before: Gan Lu Patentee before: Gan Lin |
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Denomination of invention: Plug type hole forming die and device and automatic manufacturing method of porous brick Effective date of registration: 20221109 Granted publication date: 20151209 Pledgee: Guangxi Yangshuo Rural Commercial Bank Co.,Ltd. Grape Sub branch Pledgor: Guilin Chengchang Building Materials Technology Co.,Ltd. Registration number: Y2022450000195 |