CN204221963U - A kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding - Google Patents
A kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding Download PDFInfo
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- CN204221963U CN204221963U CN201420591701.2U CN201420591701U CN204221963U CN 204221963 U CN204221963 U CN 204221963U CN 201420591701 U CN201420591701 U CN 201420591701U CN 204221963 U CN204221963 U CN 204221963U
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Abstract
The utility model discloses a kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding, comprise foundation ditch, the device for transporting objects arranged outward at foundation ditch and boom hoisting, the shake table arranged in foundation ditch, inner circle mold vibration cylinder, cylindrical mould barrel structure and hydraulic extrusion device, be provided with the baffle plate supporting construction covering foundation ditch above cylindrical mould barrel structure.The utility model is compared with current employing " centrifugal autofrettage ", " overhang roll autofrettage " and " core mould vibrating method ", two vibration-extrusion manufactures reinforced concrete pipe, it uses power little, can economize energy largely, and produce inside and outside its tube wall of reinforced concrete pipe smooth, have that security is good, easy to operate, production efficiency is high, it is easy to keep in repair, the environmental protection of tubulation process, producing serial Large-size rebar concrete pipe has obvious advantage.
Description
Technical field
The utility model relates to pipe of concrete manufacturing equipment technical field, exactly relates to a kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding.
Background technology
Concrete, the i.e. concrete meaning, concrete reinforced pipe is commonly called as reinforced concrete pipe.Anticorrosion impervious and compression strength is high because having for reinforced concrete pipe, long service life, be easy to manufacture, the multiple advantages such as production cost is low, is the main pipe network building as transformation urban waterlogging and town and country capital construction draining at present.
Along with country strengthens gradually to the dynamics of town and country capital construction, and day by day emphasize to improve urban and rural environment, entirety is uplifted the people's living standard, and thus table top has been laid out in increasing engineering construction.And the reinforced concrete pipe of a large amount of all kinds of specification of demand in engineering construction.
At present, each manufacturing firm adopts " centrifugal " all substantially, the pipe-making method of " overhang roll " and " core mould vibrating " produces reinforced concrete pipe, its production process of pipe-making method of " centrifugal ", " overhang roll " and " core mould vibrating " is all that electric-motor drive, rotation and extruding complete tubulation process, general production diameter is the reinforced concrete pipe of φ 200mm-φ 600mm, and transmission rotary electric acc power is 11Kw; Produce the reinforced concrete pipe that diameter is mm φ 800mm-φ 2400mm, transmission rotary electric acc power is 40Kw-130Kw, production process needs 5 ~ 6 people operate together and just can complete, particularly, the patented technology of being produced reinforced concrete pipe by the mode of " core mould vibrating " is also appeared gradually, if publication number is CN201012519, publication date is that the Chinese patent literature on January 30th, 2008 discloses a kind of core mould vibrating pipe-making machine, relate to the former of circular pipe of concrete of the manufacturing equipment technical field, particularly flexible interface of pipe of cement, slot grooving or jacking construction.The vibrating head core of core mould vibrating device is connected in vibration barred body by bearing, between motor output shaft and driven pulley, tape drive mechanism is set, coaxially main bearing seat is fixedly connected with in the upper end of driven pulley, vibrating head core is arranged above main bearing seat, the lower end of vibrating head core is fixedly connected with spline, the coaxial affixed spline housing in the upper end of main bearing seat, described spline fitted is in spline housing.The spline drived of this patent is multiple tooth transmission, and bearing capacity is high, and stress concentrates the strength reduction of less, axle and hub little, and vibrator is lengthened service life, and driving torque is large, efficiency is high, improves production efficiency and energy utilization rate.
But, still there is following shortcoming in the pipe-making method of " core mould vibrating ", " centrifugal " or " overhang roll " that be representative with above-mentioned patent document:
1, employing " centrifugal ", " overhang roll " and " core mould vibrating method " produce concrete pipe, the mode all adopting transmission to rotate manufactures reinforced concrete pipe, need to use relatively high power motor to drive and manufacture the mould of reinforced concrete pipe and the weight of reinforced concrete itself, each root pipe all will do the idle work that mould rotates, power is not acted directly on reinforced concrete pipe, its wasted power is very large.
2, employing " centrifugal ", " overhang roll " and " core mould vibrating method " produce concrete pipe, because mould or core will rotate, transmit the bad control of concrete raw material process aborning, are difficult to the sophisticated equipment using transmission efficiency high, and therefore use manpower is many, production efficiency is low.
3, employing " centrifugal ", " overhang roll " comprise " core mould vibrating method " and produce reinforced concrete pipe, and its transmission slewing is more, and damage and wear is comparatively large in process of production, and fault rate is high, and maintenance capacity is large, directly affect production efficiency and increase production cost.
4, adopt " centrifugal ", " overhang roll " to comprise " core mould vibrating method " when producing reinforced concrete pipe, in the process of the demoulding, it can only adopt wet stripping, the slenderness ratio that the mode of wet stripping is only applicable to pipe wants large, and bore wants large, and pipe shaft is short, in addition, wall thickness is thick, and framework of steel reinforcement will be strengthened.Therefore, such manufacturing equipment cannot use plastic concrete, can only adopt dry concrete.Core mould vibrating method is when power of shaking is not enough.Concrete thixotroping reaction is insufficient.Show as concrete plasticizing, Degree of Liquefaction is poor, thus, adopt existing " core mould vibrating method " to produce external mold and the internal model structure of reinforced concrete pipe, its demoulding is inconvenient, the concrete tube wall produced is very coarse, and the demoulding is inconvenient, easily produces the defect of pipe of concrete Collapse Deformation.
5, " centrifugal ", " overhang roll " is adopted to comprise " core mould vibrating method " when producing reinforced concrete pipe, there is no the covering plate structure between special isolated operating personnel and tubulation apparatus, thus, on the one hand, existing tubulation apparatus can not provide workbench during operating personnel's intuitive operation, on the other hand, also cannot ensure that armored concrete raw material or other impurity are fallen in the gap of all parts of tubulation apparatus, tubulation apparatus can be caused time serious to quit work, have impact on operating efficiency and reduce service life of equipment.
Utility model content
The utility model is intended to for the defect existing for above-mentioned prior art and deficiency, a kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding is provided, native system is adopted to produce reinforced concrete pipe, motor does not need driven mold to rotate, do not flog a dead horse, significantly can not only reduce the aerodynamic power of producing reinforced concrete pipe and reach energy-conservation object, and because of without transmission and rotating mechanism, science, efficient conventional equipment more thus can be adopted supporting with it; And provide a kind of brand-new demolding structure, the demoulding is convenient, the concrete tube wall of production is more level and smooth; And provide the platform facilitating human users, the accident that concrete material falls into tubulation apparatus can not occur.
The utility model realizes by adopting following technical proposals:
A kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding, it is characterized in that: comprise foundation ditch, the device for transporting objects arranged outward at foundation ditch and boom hoisting, the shake table arranged in foundation ditch, inner circle mold vibration cylinder, cylindrical mould barrel structure and hydraulic extrusion device, be provided with the baffle plate supporting construction covering foundation ditch above cylindrical mould barrel structure; Wherein:
Described shake table involving vibrations platform soleplate, spring retainer seat, support spring, shake table dither and shake table base plate, the upper end of support spring is fixed by spring retainer seat and shake table base plate, the lower end of support spring is fixed by spring retainer seat and shake table soleplate, and shake table dither is fixed on the below of shake table base plate;
Described shake table soleplate is fixed on bottom foundation ditch;
Described support spring is up-small and down-big volute spring; Upper and lower two spring retainer seats and a support spring form an elastic support structure, and elastic support structure is at least two groups, often organize elastic support structure and are at least one;
Described shake table dither is at least two groups, and often group is at least one, is fixed with described shake table dither below the shake table base plate between two groups of elastic support structures.
Described inner circle mold vibration cylinder comprises inner circle mould cylinder, inner circle mould connecting bolt, inner circle mould support ring and inner circle mould dither, described inner circle mould cylinder is arranged on the shake table of tubulation system by inner circle mould connecting bolt, inner circle mould support ring is arranged in inner circle mould cylinder, and described inner circle mould dither is arranged on the inwall of inner circle mould cylinder;
The shape of described inner circle mould cylinder is up-small and down-big circular cone shape;
Inner circle mould drum outer wall is set with multiple stripper rings, multiple stripper rings grafting formed one with the demoulding outer wall of inner circle mould drum outer wall mating shapes, the upper end of next stripper rings push down a stripper rings lower end and in formation fluid passage, Plug Division;
Described inner circle mould cylinder has through demoulding fluid apertures, and one end of demoulding fluid apertures communicates with the entrance of described fluid passage, and the other end is connected with the liquid parting pipe of input liquid parting;
Stripper rings is that corrosion resistant plate material is around formation;
The upper end of next stripper rings is pushed down the lower end of a stripper rings and forms a downward-sloping fluid passage in Plug Division;
Inner circle mould dither is at least two groups, and two groups of inner circle mould dithers are arranged on the top and bottom of inner circle mould cylinder inwall respectively, often organizes inner circle mould dither and is at least one;
Described cylindrical mould barrel structure comprises cylindrical mould base ring, cylindrical mould connecting bolt, cylindrical mould cylinder and mould baffle ring, inner circle mould cylinder forms the toroidal cavity producing reinforced concrete pipe in cylindrical mould cylinder and between inside and outside circle mould cylinder, described cylindrical mould base ring for being arranged on the bottom of cylindrical mould cylinder and closing the bottom of described toroidal cavity, the outer wall that described mould baffle ring is sheathed on cylindrical mould cylinder stretches out in the top of cylindrical mould cylinder by cylindrical mould connecting bolt;
The shape of described cylindrical mould cylinder is up-small and down-big circular cone shape;
Described cylindrical mould cylinder inwall is set with multiple stripper rings, multiple stripper rings grafting forms a demoulding inwall matched with cylindrical mould cylinder inner wall shape, stripper rings be corrosion resistant plate material around formation, the upper end of next stripper rings push down a stripper rings lower end and in formation fluid passage, Plug Division;
Described cylindrical mould cylinder has through demoulding fluid apertures, and one end of demoulding fluid apertures communicates with the entrance of described fluid passage, and the other end is connected with the liquid parting pipe of input liquid parting;
The upper end of next stripper rings is pushed down the lower end of a stripper rings and forms a downward-sloping fluid passage in Plug Division;
Described hydraulic extrusion device comprises squeeze ring, hydraulic means, hydraulic clasp and extruding working shaft, the lower end of described extruding working shaft is fixedly connected with the shake table soleplate of shake table, shake table base plate and the inner circle mould cylinder of shake table are run through in upper end, described hydraulic clasp is set gradually from top to bottom in the upper end of extruding working shaft, hydraulic means and squeeze ring, described hydraulic clasp is fixed on described extruding working shaft, the upper end of hydraulic means props up described hydraulic clasp, the lower end of hydraulic means is connected with squeeze ring, the lower end of squeeze ring is positioned at the top of reinforced concrete pipe to be extruded, under the drive of hydraulic means, squeeze ring moves up and down along extruding working shaft,
Described hydraulic means is hydraulic cylinder.
Described baffle plate supporting construction comprises sealing offset plate, supports cover plate and cover plate support frame, described cover plate support frame is arranged on foundation ditch inwall upper end, described support cover plate is arranged on cover plate support frame, support on cover plate and connect described sealing offset plate, described sealing offset plate is used for being connected with the mould baffle ring of cylindrical mould cylinder;
Described cover plate support frame is triangle.
Described device for transporting objects comprise produce the mixer of armored concrete, the concrete transfer pump be connected with mixer and with concrete transfer pump connecting conveying pipe road, the discharge end of described conveyance conduit is for passing into above the toroidal cavity that formed between inner circle mould cylinder and cylindrical mould cylinder.
Described boom hoisting is driving.
Described dither is the common language of the industry, is mainly used in high speed railway construction, expressway construction, and track plates factory and bridge factory, model more common at present has HD-C50, GZ100, GZ150, GZF100 and GZF150 etc.
Formed above the toroidal cavity producing reinforced concrete pipe between inside and outside circle mould cylinder, be detachablely connected with seal ring.
Compared with prior art, the beneficial effect that reaches of the utility model is as follows:
One, a kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding described in the utility model, compared with publication number to be CN201012519 patent document the be prior art of representative, native system is adopted to produce reinforced concrete pipe, motor does not need driven mold to rotate, do not flog a dead horse, significantly can not only reduce the aerodynamic power of producing reinforced concrete pipe and reach energy-conservation object, and because of without transmission and rotating mechanism, science, efficient conventional equipment more thus can be adopted supporting with it; And provide a kind of brand-new demolding structure, the demoulding is convenient, the concrete tube wall of production is more level and smooth; And provide the platform facilitating human users, the accident that concrete material falls into tubulation apparatus can not occur.
Two, shake table structure provided by the utility model, shake table is the extensional vibration source manufacturing reinforced concrete pipe in two vibrating function, because the effective vibration length of dither is about about 1.5M, the height of reinforced concrete pipe is 2M, and dither meets part vibration requirement.By support spring, shake table base plate, spring retainer seat, shake table soleplate have coordinated a part of vibration processes manufacturing reinforced concrete pipe jointly.
Meanwhile, support spring is up-small and down-big volute spring, and such version makes the annexation between shake table base plate and shake table soleplate more firm, and when shake table is in the work of vibration, such spring structure can bear power of preferably weighing.
And upper and lower two spring retainer seats and a support spring form an elastic support structure, elastic support structure is at least two groups, often organizes elastic support structure and is at least one; Described shake table dither is at least two groups, and often group is at least one, is fixed with described shake table dither below the shake table base plate between two groups of elastic support structures.By such set-up mode, on the one hand, make the elastic support structure number between shake table base plate and shake table soleplate and distribution mode more reasonable, shake table base plate is made operationally to be in preferably equilbrium position, and shake table dither is placed between two groups of elastic support structures, when shake table dither works, can vibration force be made evenly, act on concrete material reposefully.
Three, inner circle mold vibration cylinder provided by the utility model, installing dither in inner circle mould is the oscillation crosswise source manufacturing reinforced concrete pipe, it is the vibration source that supplementary shake table does not also cover other area, the two vibration source of common formation, makes whole Pipe making mold obtain effective, sufficient dither.
Meanwhile, the shape of inner circle mould cylinder is up-small and down-big circular cone shape, conveniently separates when tripping out reinforced concrete pipe and between inner circle mould cylinder.
Inner circle mould drum outer wall is set with multiple stripper rings, multiple stripper rings grafting forms the demoulding outer wall of one and inner circle mould drum outer wall mating shapes, the upper end of next stripper rings push down a stripper rings lower end and in formation fluid passage, Plug Division, described inner circle mould cylinder has through demoulding fluid apertures, one end of demoulding fluid apertures communicates with the entrance of described fluid passage, and the other end is connected with the liquid parting pipe of input liquid parting; Such version, when the demoulding, inputs liquid parting by fluid passage, can more promptly make inner circle mould cylinder and reinforced concrete pipe come off, by demoulding liquid pump inwardly powerful function of carrying liquid parting to reach the smooth and easy demoulding of tube wall.
Stripper rings be corrosion resistant plate material around formation, adopt such version, it is smooth that it produces inner tubal wall of reinforced concrete pipe, and its great advantage is tube wall this biggest problem very coarse solving current core tubulation.
The upper end of next stripper rings push down a stripper rings lower end and in formation fluid passage, Plug Division; such version has special advantage; when concrete conveyance enters toroidal cavity; extruding stripper rings; thus Plug Division can be made to close; concrete can not be got out Plug Division and be spilt by the demoulding fluid apertures that inner circle mould is offered; and the upper end of next stripper rings is pushed down the lower end of a stripper rings and formed a downward-sloping fluid passage in Plug Division, downward-sloping version again can the injection of conveniently stripped liquid.
Inner circle mould dither is at least two groups, and two groups of inner circle mould dithers are arranged on the top and bottom of inner circle mould cylinder inwall respectively, often organizes inner circle mould dither and is at least one; Such version, is convenient to even shaking concrete on the height of whole inner circle mould cylinder, makes the reinforced concrete structure of production more solidifying real.
Four, the cylindrical mould barrel structure that provides of the utility model, inner circle mould cylinder forms the toroidal cavity producing reinforced concrete pipe in cylindrical mould cylinder and between inside and outside circle mould cylinder, cylindrical mould base ring by cylindrical mould connecting bolt for being arranged on the bottom of cylindrical mould cylinder and closing the bottom of described toroidal cavity, such version, make when producing reinforced concrete pipe, concrete material can be blocked by cylindrical mould base ring, and after reinforced concrete pipe is shaping, be convenient to by boom hoisting, cylindrical mould structure is separated with inner circle mold vibration cylinder with reinforced concrete pipe entirety.Meanwhile, after disassembling cylindrical mould connecting bolt, make cylindrical mould cylinder and cylindrical mould base ring, reinforced concrete pipe is hung in now recurrence, utilizes reinforced concrete pipe body weight advantage, easily throws off cylindrical mould.
The outer wall that mould baffle ring is sheathed on cylindrical mould cylinder stretches out in the top of cylindrical mould cylinder, such version, when the material sent into by device for transporting objects is too much, unnecessary concrete material can be blocked, simultaneously, when adopting hydraulic extrusion device to extrude, also can block and collect unnecessary concrete material, reaching the function of protecting saving and environmental protection.
The shape of cylindrical mould cylinder is up-small and down-big circular cone shape; Facilitate between reinforced concrete pipe and cylindrical mould cylinder and separate.
Cylindrical mould cylinder inwall is set with multiple stripper rings, multiple stripper rings grafting forms a demoulding inwall matched with cylindrical mould cylinder inner wall shape, stripper rings be corrosion resistant plate material around formation, the upper end of next stripper rings push down a stripper rings lower end and in formation fluid passage, Plug Division; Described cylindrical mould cylinder has through demoulding fluid apertures, and one end of demoulding fluid apertures communicates with the entrance of described fluid passage, and the other end is connected with the liquid parting pipe of input liquid parting; Such version, when the demoulding, inputs liquid parting by fluid passage, can more promptly make cylindrical mould cylinder and reinforced concrete pipe come off, by demoulding liquid pump inwardly powerful function of carrying liquid parting to reach the smooth and easy demoulding of tube wall.
Stripper rings be corrosion resistant plate material around formation, adopt such version, it is smooth that it produces outer tube wall of reinforced concrete pipe, and its great advantage is tube wall this biggest problem very coarse solving current core tubulation.
The upper end of next stripper rings push down a stripper rings lower end and in formation fluid passage, Plug Division; such version has special advantage; when concrete conveyance enters toroidal cavity; extruding stripper rings; thus Plug Division can be made to close; concrete can not be got out Plug Division and be spilt by the demoulding fluid apertures that cylindrical mould is offered; and the upper end of next stripper rings is pushed down the lower end of a stripper rings and formed a downward-sloping fluid passage in Plug Division, downward-sloping version again can the injection of conveniently stripped liquid.
Five, hydraulic extrusion device provided by the utility model, be issued to the object of extruding by squeeze ring in the effect of hydraulic means, hydraulic clasp, extruding working shaft, dryness concrete is effectively suppressed and closely knit, for fast demoulding quality assurance and relevant designing technique, meet tubulation requirement.
Extruding working shaft is mounted on shake table soleplate, and extruding working shaft connects the weight of whole mould and reinforced concrete pipe, and by squeeze ring, hydraulic means, work extruding is carried out in the effect that hydraulic clasp forms power, reaches the object of stressed support.
Six, the baffle plate supporting construction that provides of the utility model, the platform of an operation is provided to operating personnel, simultaneously, adopt sealing offset plate to connect the mould baffle ring supporting cover plate and cylindrical mould cylinder, achieve elasticity on the one hand and connect, when cylindrical mould cylinder vibrates, whole baffle plate supporting construction can not be made to produce shake owing to sealing the effect of offset plate, on the other hand, owing to being tightly connected between sealing offset plate and cylindrical mould cylinder, therefore also can concrete material be effectively avoided to fall into tubulation apparatus.
Seven, the dither that provides of the utility model, it has the production that following advantage can meet reinforced concrete pipe:
1) exciting force and power tie in, and vibration force is large, and body weight is light, and volume is little, and mechanicalness noise is low.
2) because vibrating motor is the vibration of strong resistance type instead of resonance, so there is stable amplitude.
3) impact by power-supply fluctuation is little, and electromagnetic actuator can cause exciting force that large change occurs due to voltage change, but in vibrating motor, this change is just very little.
4) multimachine combination, can realize motor synchronizing and can complete different process requirement.
5) direction of exciting force can be changed according to the mounting means of vibrating motor.
6) product is standardized conventional equipment, and maintaining is simple, and complete in specifications, equipment price is not high, can meet the need of work of all kinds of vibrating machine.
Eight, the utility model " being formed above the toroidal cavity producing reinforced concrete pipe between inside and outside circle mould cylinder; be detachablely connected with seal ring " of providing, such version, it is convenient after hydraulic extrusion device completes concrete pipe extruding work, cover on concrete pipe by seal ring, avoid concrete pipe to collide with damage.
Nine, the utility model also has following technique effect:
1, in the utility model, compare with the pipe-making method of " core mould vibrating method " with existing use " centrifugal ", " overhang roll ", two vibration-extrusion manufactures reinforced concrete pipe not to be needed high power motor transmission, has rotated tubulation process, the combination of small-power dither is arranged on and special reinforced concrete mould directly vibrates and reaches the tubulation object of energy-saving and environmental protection, solve the defect that above-mentioned pipe-making method energy consumption is high, noise is large.
2, the mode of production of the present utility model, on the one hand because of in process of production without spin equipment make its tubulation operating personnel that security incident be less likely to occur, and working strength is little makes work light.On the other hand, because tubulation process mechanical equipment rotates, be equipped with efficient, reliable, the safe defeated concrete of concrete pump in process of production, directly can not only reduce operating personnel, and production cost ratio " centrifugal ", " overhang roll " and " core mould vibrating method " pipe-making method cost low, improve the defect that above-mentioned manufacture reinforced concrete pipe efficiency is low, cost is high.
3, the utility model is compared with the pipe-making method of " core mould vibrating method " with existing use " centrifugal ", " overhang roll ", the auxiliary equipment of tubulation is few, structure simple, do not have the main equipment of transmission, rotation, cost of investment is occupied larger advantage, and equipment failure rate is low, maintenance cost is few, security risk is little, solves the defect that investment is large, fault rate is high and security risk is large of above-mentioned production reinforced concrete pipe.
4, the utility model is compared with the pipe-making method of " core mould vibrating method " with existing use " centrifugal ", " overhang roll ", and its inside and outside tube wall producing reinforced concrete pipe is smooth, and its great advantage is tube wall this biggest problem very coarse solving current core tubulation.
5, the utility model manufacture reinforced concrete pipe mode is simple, safe and reliable, operating personnel's manipulation strength is little, it is short that the stripper member time is conciliate in installation, mould damage is little, and die deformation amount is little, not only increase the quality manufacturing reinforced concrete pipe, and extend the mold use life-span largely, have larger advantage to the large diameter reinforced concrete pipe of production.
6, whole system of the present utility model is adopted, compare with the pipe-making method of " core mould vibrating method " relative to " centrifugal ", " overhang roll ", because of simple to operate, manipulation strength is low, security risk is little, operating personnel 50% are reduced than traditional mode of production, compare production efficiency on an equal basis higher than traditional approach 30%, and product quality is secure, gross investment 200 ~ 3,000,000 yuan of funds, annual value of production can reach more than 4,000 ten thousand yuan, and investment can obtain good profit then, has larger practicality and economic worth.
7, its forming principle adopts low power dither, and combination is arranged on special molding jig, after vertical and horizontal bidirectional dither, then carries out squeeze, make concrete reach closely knit shaping, within a short period of time disengageding mould.The utility model is compared with current employing " centrifugal autofrettage ", " overhang roll autofrettage " and " core mould vibrating method ", two vibration-extrusion manufactures the production process of reinforced concrete pipe, it uses power little, can economize energy largely, and produce inside and outside its tube wall of reinforced concrete pipe smooth, have that security is good, easy to operate, production efficiency is high, it is easy to keep in repair, the environmental protection of tubulation process, producing serial Large-size rebar concrete pipe has obvious advantage.
Accompanying drawing explanation
Below in conjunction with specification drawings and specific embodiments, the utility model is described in further detail, wherein:
Fig. 1 is the structural representation of the utility model when the reinforced concrete pipe produced extrudes;
Fig. 1-1 is A portion enlarged drawing in Fig. 1;
Fig. 2 is the structural representation of the production reinforced concrete pipe of the utility model when extruding;
Fig. 2-1 is B portion enlarged drawing in Fig. 2.
Mark in figure:
1, shake table soleplate, 2, spring retainer seat, 3, support spring, 4, shake table dither, 5, shake table base plate, 6, inner circle mould cylinder, 7, inner circle mould connecting bolt, 9, inner circle mould support ring, 8, inner circle mould dither, 10, mould base ring, 11, cylindrical mould connecting bolt, 12, cylindrical mould cylinder, 13, mould baffle ring, 14, squeeze ring, 14-1, upper seal ring, 15, hydraulic means, 16, hydraulic clasp, 17, extruding working shaft, 18, sealing offset plate, 19, support cover plate, 20, cover plate support frame, 21, concrete transfer pump, 22, concrete-agitating system, 23, hoisting traveling crane, 24, liquid parting pipe, 25, demoulding fluid apertures, 26, corrosion resistant plate, 27, reinforced concrete pipe, 28, foundation ditch, 29, fluid passage.
Detailed description of the invention
Embodiment 1
The utility model provides a kind of shake table structure of being produced reinforced concrete pipe system by two vibration source extruding demoulding, described shake table involving vibrations platform soleplate 1, spring retainer seat 2, support spring 3, shake table dither 4 and shake table base plate 5, the upper end of support spring 3 is fixed by spring retainer seat 2 and shake table base plate 5, the lower end of support spring 3 is fixed by spring retainer seat 2 and shake table soleplate 1, and shake table dither 4 is fixed on the below of shake table base plate 5; Described shake table soleplate 1 is fixed on bottom foundation ditch 28; Described support spring 3 is up-small and down-big volute spring; Upper and lower two spring retainer seats 2 and a support spring 3 form an elastic support structure, and elastic support structure is at least two groups, often organize elastic support structure and are at least one; Described shake table dither 4 is at least two groups, and often group is at least one, is fixed with described shake table dither 4 below the shake table base plate 5 between two groups of elastic support structures.
Embodiment 2
The utility model provides a kind of inner circle mold vibration cylinder being produced reinforced concrete pipe system by two vibration source extruding demoulding, described inner circle mold vibration cylinder comprises inner circle mould cylinder 6, inner circle mould connecting bolt 7, inner circle mould support ring 9 and inner circle mould dither 8, described inner circle mould cylinder 6 is arranged on the shake table of tubulation system by inner circle mould connecting bolt 7, inner circle mould support ring 9 is arranged in inner circle mould cylinder 6, and described inner circle mould dither 8 is arranged on the inwall of inner circle mould cylinder 6; The shape of described inner circle mould cylinder 6 is up-small and down-big circular cone shape; Inner circle mould cylinder 6 outer wall is set with multiple stripper rings, multiple stripper rings grafting forms the demoulding outer wall of one and inner circle mould cylinder 6 outer wall mating shapes, and the upper end of next stripper rings is pushed down the lower end of a stripper rings and forms a downward-sloping fluid passage 29 in Plug Division; Described inner circle mould cylinder 6 has through demoulding fluid apertures 25, and one end of demoulding fluid apertures 25 communicates with the entrance of described fluid passage 29, and the other end is connected with the liquid parting pipe 24 of input liquid parting; Stripper rings is that corrosion resistant plate 26 material is around formation; Inner circle mould dither 8 is at least two groups, and two groups of inner circle mould dithers 8 are arranged on the top and bottom of inner circle mould cylinder 6 inwall respectively, often organizes inner circle mould dither 8 and is at least one.
Embodiment 3
The utility model provides a kind of cylindrical mould barrel structure being produced reinforced concrete pipe system by two vibration source extruding demoulding, cylindrical mould barrel structure comprises cylindrical mould base ring 10, cylindrical mould connecting bolt 11, cylindrical mould cylinder 12 and mould baffle ring 13, inner circle mould cylinder 6 forms the toroidal cavity producing reinforced concrete pipe 27 in cylindrical mould cylinder 12 and between inside and outside circle mould cylinder 12, described cylindrical mould base ring 10 by cylindrical mould connecting bolt 11 for being arranged on the bottom of cylindrical mould cylinder 12 and closing the bottom of described toroidal cavity, the outer wall that described mould baffle ring 13 is sheathed on cylindrical mould cylinder 12 stretches out in the top of cylindrical mould cylinder 12, the shape of described cylindrical mould cylinder 12 is up-small and down-big circular cone shape, described cylindrical mould cylinder 12 inwall is set with multiple stripper rings, multiple stripper rings grafting forms a demoulding inwall matched with cylindrical mould cylinder 12 inner wall shape, stripper rings be corrosion resistant plate 26 material around formation, the upper end of next stripper rings is pushed down the lower end of a stripper rings and forms a downward-sloping fluid passage 29 in Plug Division, described cylindrical mould cylinder 12 has through demoulding fluid apertures 25, and one end of demoulding fluid apertures 25 communicates with the entrance of described fluid passage 29, and the other end is connected with the liquid parting pipe 24 of input liquid parting.
Embodiment 4
The utility model provides a kind of hydraulic extrusion device being produced reinforced concrete pipe system by two vibration source extruding demoulding, described hydraulic extrusion device comprises squeeze ring 14, hydraulic means 15, hydraulic clasp 16 and extruding working shaft 17, the lower end of described extruding working shaft is fixedly connected with the shake table soleplate 1 of shake table, shake table base plate 5 and the inner circle mould cylinder 6 of shake table are run through in upper end, described hydraulic clasp 16 is set gradually from top to bottom in the upper end of extruding working shaft 17, hydraulic means 15 and squeeze ring 14, described hydraulic clasp 16 is fixed on described extruding working shaft 17, the upper end of hydraulic means 15 props up described hydraulic clasp 16, the lower end of hydraulic means 15 is connected with squeeze ring 14, the lower end of squeeze ring 14 is positioned at the top of reinforced concrete pipe 27 to be extruded, under the drive of hydraulic means 15, squeeze ring 14 moves up and down along extruding working shaft 17, described hydraulic means 15 is hydraulic cylinder.
Embodiment 5
The utility model provides a kind of baffle plate supporting construction of being produced reinforced concrete pipe system by two vibration source extruding demoulding, described baffle plate supporting construction comprises sealing offset plate 18, supports cover plate 19 and cover plate support frame 20, described cover plate support frame 20 is arranged on foundation ditch 28 inwall upper end, described support cover plate 19 is arranged on cover plate support frame 20, support on cover plate 19 and connect described sealing offset plate 18, described sealing offset plate 18 is for being connected with the mould baffle ring 13 of cylindrical mould cylinder 12; Described cover plate support frame 20 is triangle.
Embodiment 6
The utility model provides a kind of two vibration source structures of being produced reinforced concrete pipe system by two vibration source extruding demoulding: involving vibrations source structure one and vibration source structure two; Described vibration source structure one is shake table, and described vibration source structure two is inner circle mold vibration cylinder; Described shake table involving vibrations platform soleplate 1, spring retainer seat 2, support spring 3, shake table dither 4 and shake table base plate 5, the upper end of support spring 3 is fixed by spring retainer seat 2 and shake table base plate 5, the lower end of support spring 3 is fixed by spring retainer seat 2 and shake table soleplate 1, and shake table dither 4 is fixed on the below of shake table base plate 5; Described inner circle mold vibration cylinder comprises inner circle mould cylinder 6, inner circle mould connecting bolt 7, inner circle mould support ring 9 and inner circle mould dither 8, described inner circle mould cylinder 6 is installed on a vibration table by inner circle mould connecting bolt 7, inner circle mould support ring 9 is arranged in inner circle mould cylinder 6, and described inner circle mould dither 8 is arranged on the inwall of inner circle mould cylinder 6; Described inner circle mould cylinder 6 forms the toroidal cavity producing reinforced concrete pipe 27 in cylindrical mould cylinder 12 and between inside and outside circle mould cylinder 12.Described cylindrical mould cylinder 12 comprises cylindrical mould base ring 10, cylindrical mould connecting bolt 11, cylindrical mould cylinder 12 and mould baffle ring 13, described cylindrical mould base ring 10 for being arranged on the bottom of cylindrical mould cylinder 12 and closing the bottom of described toroidal cavity, the outer wall that described mould baffle ring 13 is sheathed on cylindrical mould cylinder 12 stretches out in the top of cylindrical mould cylinder 12 by cylindrical mould connecting bolt 11; Described shake table soleplate 1 is fixed on bottom foundation ditch 28; Described support spring 3 is up-small and down-big volute spring; Upper and lower two spring retainer seats 2 and a support spring 3 form an elastic support structure, and elastic support structure is at least two groups, often organize elastic support structure and are at least one; Described shake table dither 4 is at least two groups, and often group is at least one, is fixed with described shake table dither 4 below the shake table base plate 5 between two groups of elastic support structures.Inner circle mould dither 8 is at least two groups, and two groups of inner circle mould dithers 8 are arranged on the top and bottom of inner circle mould cylinder 6 inwall respectively, often organizes inner circle mould dither 8 and is at least one.
Embodiment 7
The utility model provides a kind of extruding demolding structure producing reinforced concrete pipe 27, involving vibrations platform, inner circle mold vibration cylinder, cylindrical mould barrel structure and hydraulic extrusion device, described shake table involving vibrations platform soleplate 1, spring retainer seat 2, support spring 3, shake table dither 4 and shake table base plate 5, the upper end of support spring 3 is fixed by spring retainer seat 2 and shake table base plate 5, the lower end of support spring 3 is fixed by spring retainer seat 2 and shake table soleplate 1, and shake table dither 4 is fixed on the below of shake table base plate 5, described inner circle mold vibration cylinder comprises inner circle mould cylinder 6, inner circle mould connecting bolt 7, inner circle mould support ring 9 and inner circle mould dither 8, described inner circle mould cylinder 6 is arranged on the shake table of tubulation system by inner circle mould connecting bolt 7, inner circle mould support ring 9 is arranged in inner circle mould cylinder 6, and described inner circle mould dither 8 is arranged on the inwall of inner circle mould cylinder 6, described cylindrical mould cylinder 12 comprises cylindrical mould base ring 10, cylindrical mould connecting bolt 11, cylindrical mould cylinder 12 and mould baffle ring 13, inner circle mould cylinder 6 forms the toroidal cavity producing reinforced concrete pipe 27 in cylindrical mould cylinder 12 and between inside and outside circle mould cylinder 12, described cylindrical mould base ring 10 for being arranged on the bottom of cylindrical mould cylinder 12 and closing the bottom of described toroidal cavity, the outer wall that described mould baffle ring 13 is sheathed on cylindrical mould cylinder 12 stretches out in the top of cylindrical mould cylinder 12 by cylindrical mould connecting bolt 11, described hydraulic extrusion device comprises squeeze ring 14, hydraulic means 15, hydraulic clasp 16 and extruding working shaft 17, the lower end of described extruding working shaft is fixedly connected with the shake table soleplate 1 of shake table, shake table base plate 5 and the inner circle mould cylinder 6 of shake table are run through in upper end, described hydraulic clasp 16 is set gradually from top to bottom in the upper end of extruding working shaft 17, hydraulic means 15 and squeeze ring 14, described hydraulic clasp 16 is fixed on described extruding working shaft 17, the upper end of hydraulic means 15 props up described hydraulic clasp 16, the lower end of hydraulic means 15 is connected with squeeze ring 14, the lower end of squeeze ring 14 is positioned at the top of reinforced concrete pipe 27 to be extruded, under the drive of hydraulic means 15, squeeze ring 14 moves up and down along extruding working shaft 17.The shape of described inner circle mould cylinder 6 is up-small and down-big circular cone shape; Inner circle mould cylinder 6 outer wall is set with multiple stripper rings, multiple stripper rings grafting forms the demoulding outer wall of one and inner circle mould cylinder 6 outer wall mating shapes, and the upper end of next stripper rings is pushed down the lower end of a stripper rings and forms a downward-sloping fluid passage 29 in Plug Division; Described inner circle mould cylinder 6 has through demoulding fluid apertures, and one end of demoulding fluid apertures communicates with the entrance of described fluid passage 29, and the other end is connected with the liquid parting pipe of input liquid parting; Stripper rings is that corrosion resistant plate 26 material is around formation; The shape of described cylindrical mould cylinder 12 is up-small and down-big circular cone shape; Described cylindrical mould cylinder 12 inwall is set with multiple stripper rings, multiple stripper rings grafting forms a demoulding inwall matched with cylindrical mould cylinder 12 inner wall shape, stripper rings be corrosion resistant plate 26 material around formation, the upper end of next stripper rings is pushed down the lower end of a stripper rings and forms a downward-sloping fluid passage 29 in Plug Division; Described cylindrical mould cylinder 12 has through demoulding fluid apertures, and one end of demoulding fluid apertures communicates with the entrance of described fluid passage 29, and the other end is connected with the liquid parting pipe of input liquid parting.
Embodiment 8
As above described in embodiment, the utility model provides a kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding, comprise foundation ditch 28, at device for transporting objects and the boom hoisting of the outer setting of foundation ditch 28, the shake table arranged in foundation ditch 28, inner circle mold vibration cylinder, cylindrical mould barrel structure and hydraulic extrusion device, above cylindrical mould cylinder 12, be provided with the baffle plate supporting construction covering foundation ditch 28, its concrete structure is as described in above-described embodiment.And contrast Figure of description, do further following detailed description:
The stainless steel that the mould of inner circle described in A, figure cylinder, liquid parting pipe 24, demoulding fluid apertures 25, inner circle mould cylindrical weld and annular demoulding liquid bath, dither, form inner circle mold vibration cylinder with shake table, the bolt that connects, the inserting mode of its corrosion resistant plate 26 and fluid passage 29 mode of inclination can ensure the smooth and easily demoulding of reinforced concrete pipe 27 wall.
The pipe of liquid parting described in B, figure 24, demoulding fluid apertures 25 are by demoulding liquid pump inwardly powerful function of carrying liquid parting to reach the smooth and easy demoulding of tube wall.
The stainless steel that the mould of cylindrical described in C, figure cylinder, liquid parting pipe 24, demoulding fluid apertures 25, inner circle mould cylindrical weld and reserved circulation passage, its function is identical with inner circle mould, mould baffle ring 13 is blocking and collect unnecessary concrete raw material to concrete material with when extruding, reach to protect and save and the function of environmental protection.
The ring of squeeze described in D, figure 14, hydraulic means 15, hydraulic clasp 16, extruding working shaft 17, (having passed through two vibration processes) after its concrete transfer pump 21 has reached enough concrete amounts in manufacture reinforced concrete pipe 27 process, carry out installation hydraulic means 15 extrude and again vibrate, more closely knit shaping after making (sweat concrete) pressurized, so that fast demoulding.
Extruding working shaft 17 described in E, figure is mounted on shake table soleplate 1, working shaft connects the weight of whole mould and reinforced concrete pipe 27, by squeeze ring 14, and hydraulic means 15, work extruding is carried out in the effect that hydraulic clasp 16 forms power, reaches the object of stressed support.
The ring of squeeze described in F, figure 14 and seal ring 14-1 on the concrete pipe mold in Fig. 2 remove squeeze ring 14 afterwards manufacturing extrude, then change seal ring 14-1 and reach the object protecting concrete pipe forming and hardening.
The base plate of shake table described in G, figure 5 and inner circle mould bolt are linked to be entirety, it is the gross weight increasing inner circle mould, produce well at reinforced concrete pipe 27, integral lifting cylindrical mould, mould base ring 10 and reinforced concrete pipe 27 body, reach fast with inner circle mould separating, throw off inner circle mould in good condition while lifting process.
The cylindrical of integral lifting described in H, figure mould, mould base ring 10 and reinforced concrete pipe 27 body hang out after inner circle mould to appointed place, again with the demoulding of reinforced concrete pipe 27 body, untie cylindrical mould connecting bolt 11, cylindrical mould and mould base ring 10 are thrown off, lifting cylindrical mould, by reinforced concrete pipe 27 body weight advantage with under the effect of the easy stripper apparatus of cylindrical mould, easily throw off cylindrical mould.
The base ring of mould described in J, figure 10 and the demoulding of reinforced concrete pipe 27 body, when after disengagement cylindrical mould, reinforced concrete pipe 27 reaches curing intensity, and reinforced concrete pipe 27 disengageding mould base ring 10 of slinging carries out continuous seepage and reaches efficient object.
Embodiment 9
Meanwhile, the utility model additionally provides a kind of method of being produced reinforced concrete pipe 27 by two vibration source extruding demoulding, it is characterized in that step is as follows:
A, dig a foundation ditch 28 on earth's surface, at foundation ditch 28 peripheral hardware glove material conveying device and boom hoisting;
B, shake table, inner circle mold vibration cylinder, cylindrical mould barrel structure are installed in foundation ditch 28;
Concrete mounting structure is: described shake table involving vibrations platform soleplate 1, spring retainer seat 2, support spring 3, shake table dither 4 and shake table base plate 5, the upper end of support spring 3 is fixed by spring retainer seat 2 and shake table base plate 5, the lower end of support spring 3 is fixed by spring retainer seat 2 and shake table soleplate 1, and shake table dither 4 is fixed on the below of shake table base plate 5;
Described inner circle mold vibration cylinder comprises inner circle mould cylinder 6, inner circle mould connecting bolt 7, inner circle mould support ring 9 and inner circle mould dither 8, described inner circle mould cylinder 6 is installed on a vibration table by inner circle mould connecting bolt 7, inner circle mould support ring 9 is arranged in inner circle mould cylinder 6, and described inner circle mould dither 8 is arranged on the inwall of inner circle mould cylinder 6;
Described cylindrical mould cylinder 12 comprises cylindrical mould base ring 10, cylindrical mould connecting bolt 11, cylindrical mould cylinder 12 and mould baffle ring 13, inner circle mould cylinder 6 forms the toroidal cavity producing reinforced concrete pipe 27 in cylindrical mould cylinder 12 and between inside and outside circle mould cylinder 12, described cylindrical mould base ring 10 for being arranged on the bottom of cylindrical mould cylinder 12 and closing the bottom of described toroidal cavity, the outer wall that described mould baffle ring 13 is sheathed on cylindrical mould cylinder 12 stretches out in the top of cylindrical mould cylinder 12 by cylindrical mould connecting bolt 11;
C, arrange above foundation ditch 28 and cover the baffle plate supporting construction of foundation ditch 28;
Concrete mounting structure is: described baffle plate supporting construction comprises sealing offset plate 18, supports cover plate 19 and cover plate support frame 20, described cover plate support frame 20 is arranged on foundation ditch 28 inwall upper end, described support cover plate 19 is arranged on cover plate support frame 20, support on cover plate 19 and connect described sealing offset plate 18, described sealing offset plate 18 is for being connected with the mould baffle ring 13 of cylindrical mould cylinder 12;
D, by device for transporting objects input concrete material be introduced between inner circle mold vibration cylinder and cylindrical mould cylinder 12 formed toroidal cavity, in the process introducing concrete material, the shake table dither 4 on unlatching shake table and the inner circle mould dither 8 of inner circle mold vibration cylinder;
F, concrete start after filling up toroidal cavity hydraulic extrusion device carry out physics squeeze;
The concrete structure of hydraulic extrusion device is: described hydraulic extrusion device comprises squeeze ring 14, hydraulic means 15, hydraulic clasp 16 and extruding working shaft 17, the lower end of described extruding working shaft is fixedly connected with the shake table soleplate 1 of shake table, shake table base plate 5 and the inner circle mould cylinder 6 of shake table are run through in upper end, described hydraulic clasp 16 is set gradually from top to bottom in the upper end of extruding working shaft 17, hydraulic means 15 and squeeze ring 14, described hydraulic clasp 16 is fixed on described extruding working shaft 17, the upper end of hydraulic means 15 props up described hydraulic clasp 16, the lower end of hydraulic means 15 is connected with squeeze ring 14, the lower end of squeeze ring 14 is positioned at the top of reinforced concrete pipe 27 to be extruded, under the drive of hydraulic means 15, squeeze ring 14 moves up and down along extruding working shaft 17,
On G, extruded bonnet, upper seal ring 14-1, hangs precalculated position with boom hoisting by cylindrical mould barrel structure and shaping reinforced concrete pipe 27, and reinforced concrete pipe 27 and inner circle mold vibration cylinder are come off;
H, finally again cylindrical mould barrel structure to be separated with reinforced concrete pipe 27.
Described shake table soleplate 1 is fixed on bottom foundation ditch 28;
Described support spring 3 is up-small and down-big volute spring; Upper and lower two spring retainer seats 2 and a support spring 3 form an elastic support structure, and elastic support structure is at least two groups, often organize elastic support structure and are at least one;
Described shake table dither 4 is at least two groups, and often group is at least one, is fixed with described shake table dither 4 below the shake table base plate 5 between two groups of elastic support structures.
The shape of described inner circle mould cylinder 6 is up-small and down-big circular cone shape;
Inner circle mould cylinder 6 outer wall is set with multiple stripper rings, multiple stripper rings grafting formed one with the demoulding outer wall of inner circle mould cylinder 6 outer wall mating shapes, the upper end of next stripper rings push down a stripper rings lower end and in formation fluid passage, Plug Division 29;
Described inner circle mould cylinder 6 has through demoulding fluid apertures, and one end of demoulding fluid apertures communicates with the entrance of described fluid passage 29, and the other end is connected with the liquid parting pipe of input liquid parting;
Stripper rings is that corrosion resistant plate 26 material is around formation;
Inner circle mould dither 8 is at least two groups, and two groups of inner circle mould dithers 8 are arranged on the top and bottom of inner circle mould cylinder 6 inwall respectively, often organizes inner circle mould dither 8 and is at least one;
The shape of described cylindrical mould cylinder 12 is up-small and down-big circular cone shape;
Described cylindrical mould cylinder 12 inwall is set with multiple stripper rings, multiple stripper rings grafting forms a demoulding inwall matched with cylindrical mould cylinder 12 inner wall shape, stripper rings be corrosion resistant plate 26 material around formation, the upper end of next stripper rings push down a stripper rings lower end and in formation fluid passage, Plug Division 29;
Described cylindrical mould cylinder 12 has through demoulding fluid apertures, and one end of demoulding fluid apertures communicates with the entrance of described fluid passage 29, and the other end is connected with the liquid parting pipe of input liquid parting;
Described hydraulic means 15 is hydraulic cylinder.
Described device for transporting objects comprise produce the mixer of armored concrete, the concrete transfer pump 21 be connected with mixer and with concrete transfer pump 21 connecting conveying pipe road, the discharge end of described conveyance conduit is for passing into above the toroidal cavity that formed between inner circle mould cylinder 6 and cylindrical mould cylinder 12.
Described boom hoisting is driving 23.
Described dither is the common language of the industry, is mainly used in high speed railway construction, expressway construction, and track plates factory and bridge factory, model more common at present has HD-C50, GZ100, GZ150, GZF100 and GZF150 etc.
Claims (10)
1. produced the system of reinforced concrete pipe by two vibration source extruding demoulding for one kind, it is characterized in that: comprise foundation ditch (28), the device for transporting objects arranged outward at foundation ditch (28) and boom hoisting, the shake table arranged in foundation ditch (28), inner circle mold vibration cylinder, cylindrical mould barrel structure and hydraulic extrusion device, be provided with the baffle plate supporting construction covering foundation ditch (28) above cylindrical mould barrel structure; Wherein:
Described shake table involving vibrations platform soleplate (1), spring retainer seat (2), support spring (3), shake table dither (4) and shake table base plate (5), the upper end of support spring (3) is fixed by spring retainer seat (2) and shake table base plate (5), the lower end of support spring (3) is fixed by spring retainer seat (2) and shake table soleplate (1), and shake table dither (4) is fixed on the below of shake table base plate (5);
Described inner circle mold vibration cylinder comprises inner circle mould cylinder (6), inner circle mould connecting bolt (7), inner circle mould support ring (9) and inner circle mould dither (8), described inner circle mould cylinder (6) is arranged on the shake table of tubulation system by inner circle mould connecting bolt (7), inner circle mould support ring (9) is arranged in inner circle mould cylinder (6), and described inner circle mould dither (8) is arranged on the inwall of inner circle mould cylinder (6);
Described cylindrical mould barrel structure comprises cylindrical mould base ring (10), cylindrical mould connecting bolt (11), cylindrical mould cylinder (12) and mould baffle ring (13), inner circle mould cylinder (6) is positioned at cylindrical mould cylinder (12) and forms the toroidal cavity producing reinforced concrete pipe (27) between inside and outside circle mould cylinder (12), described cylindrical mould base ring (10) by cylindrical mould connecting bolt (11) for being arranged on the bottom of cylindrical mould cylinder (12) and closing the bottom of described toroidal cavity, the outer wall that described mould baffle ring (13) is sheathed on cylindrical mould cylinder (12) stretches out in the top of cylindrical mould cylinder (12),
Described hydraulic extrusion device comprises squeeze ring (14), hydraulic means (15), hydraulic clasp (16) and extruding working shaft (17), the lower end of described extruding working shaft is fixedly connected with the shake table soleplate (1) of shake table, shake table base plate (5) and the inner circle mould cylinder (6) of shake table are run through in upper end, described hydraulic clasp (16) is set gradually from top to bottom in the upper end of extruding working shaft (17), hydraulic means (15) and squeeze ring (14), described hydraulic clasp (16) is fixed on described extruding working shaft (17), the upper end of hydraulic means (15) props up described hydraulic clasp (16), the lower end of hydraulic means (15) is connected with squeeze ring (14), the lower end of squeeze ring (14) is positioned at the top of reinforced concrete pipe to be extruded (27), under the drive of hydraulic means (15), squeeze ring (14) moves up and down along extruding working shaft (17),
Described baffle plate supporting construction comprises sealing offset plate (18), supports cover plate (19) and cover plate support frame (20), described cover plate support frame (20) is arranged on foundation ditch (28) inwall upper end, described support cover plate (19) is arranged on cover plate support frame (20), support the described sealing offset plate (18) of the upper connection of cover plate (19), described sealing offset plate (18) is for being connected with the mould baffle ring (13) of cylindrical mould cylinder (12);
Described device for transporting objects comprise produce the mixer of armored concrete, the concrete transfer pump (21) be connected with mixer and with concrete transfer pump (21) connecting conveying pipe road, the discharge end of described conveyance conduit is used for passing into above the toroidal cavity that formed between inner circle mould cylinder (6) and cylindrical mould cylinder (12).
2. want a kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding described in 1 according to right, it is characterized in that: described support spring (3) is up-small and down-big volute spring; Upper and lower two spring retainer seats (2) and a support spring (3) form an elastic support structure, and elastic support structure is at least two groups, often organize elastic support structure and are at least one.
3. a kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding according to claim 1, it is characterized in that: described shake table dither (4) is at least two groups, often group is at least one, and shake table base plate (5) below between two groups of elastic support structures is fixed with described shake table dither (4).
4. a kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding according to claim 1, be is characterized in that: the shape of described inner circle mould cylinder (6) is up-small and down-big circular cone shape.
5. a kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding according to claim 4, it is characterized in that: inner circle mould cylinder (6) outer wall is set with multiple stripper rings, multiple stripper rings grafting formed one with the demoulding outer wall of inner circle mould cylinder (6) outer wall mating shapes, the upper end of next stripper rings push down a stripper rings lower end and in formation fluid passage, Plug Division (29); Described inner circle mould cylinder (6) has through demoulding fluid apertures (25), one end of demoulding fluid apertures (25) communicates with the entrance of described fluid passage (29), and the other end is connected with the liquid parting pipe (24) of input liquid parting; Stripper rings is that corrosion resistant plate (26) material is around formation.
6. a kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding according to claim 5, be is characterized in that: the upper end of next stripper rings is pushed down the lower end of a stripper rings and forms a downward-sloping fluid passage (29) in Plug Division.
7. a kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding according to claim 1, it is characterized in that: inner circle mould dither (8) is at least two groups, two groups of inner circle mould dithers (8) are arranged on the top and bottom of inner circle mould cylinder (6) inwall respectively, often organize inner circle mould dither (8) and are at least one.
8. a kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding according to claim 1, be is characterized in that: the shape of described cylindrical mould cylinder (12) is up-small and down-big circular cone shape.
9. a kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding according to claim 8, it is characterized in that: described cylindrical mould cylinder (12) inwall is set with multiple stripper rings, multiple stripper rings grafting forms a demoulding inwall matched with cylindrical mould cylinder (12) inner wall shape, stripper rings be corrosion resistant plate (26) material around formation, the upper end of next stripper rings push down a stripper rings lower end and in formation fluid passage, Plug Division (29); Described cylindrical mould cylinder (12) has through demoulding fluid apertures (25), one end of demoulding fluid apertures (25) communicates with the entrance of described fluid passage (29), and the other end is connected with the liquid parting pipe (24) of input liquid parting.
10. a kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding according to claim 9, be is characterized in that: the upper end of next stripper rings is pushed down the lower end of a stripper rings and forms a downward-sloping fluid passage (29) in Plug Division.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201420591701.2U CN204221963U (en) | 2014-09-26 | 2014-09-26 | A kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding |
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| CN201420591701.2U CN204221963U (en) | 2014-09-26 | 2014-09-26 | A kind of system of being produced reinforced concrete pipe by two vibration source extruding demoulding |
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| CN204221963U true CN204221963U (en) | 2015-03-25 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104308986A (en) * | 2014-09-26 | 2015-01-28 | 李荣耀 | System for producing reinforced concrete pipes through double-vibration source extrusion demoulding |
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- 2014-09-26 CN CN201420591701.2U patent/CN204221963U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104308986A (en) * | 2014-09-26 | 2015-01-28 | 李荣耀 | System for producing reinforced concrete pipes through double-vibration source extrusion demoulding |
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