CN1796073A - Method for fabricating precast products and forming appliance - Google Patents
Method for fabricating precast products and forming appliance Download PDFInfo
- Publication number
- CN1796073A CN1796073A CN 200410101456 CN200410101456A CN1796073A CN 1796073 A CN1796073 A CN 1796073A CN 200410101456 CN200410101456 CN 200410101456 CN 200410101456 A CN200410101456 A CN 200410101456A CN 1796073 A CN1796073 A CN 1796073A
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- China
- Prior art keywords
- end mould
- cable wire
- scantling
- prefabricated
- fixed connecting
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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
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/04—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
- B28B23/043—Wire anchoring or tensioning means for the reinforcements
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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
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
- B28B23/024—Supporting means
- B28B23/026—Mould partitionning elements acting as supporting means in moulds, e.g. for elongated articles
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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention relates to a production method of prefabricated component and its forming equipment. Said equipment includes the following several portions: a prefabricated bottom mould seat, a front wire rope fixed connection end mould, several connecting cover pieces, several bolts, one or several component size end moulds, a rear wire rope fixed connection end mould, a left side form and a right side form, in which on the front wire rope fixed connection end mould and on the rear wire rope fixed connection end mould respectively a horizontal wire-guiding groove is set and on the component size end mould a vertical wire-guiding groove is set. Besides, said invention also provides the concrete steps of said production method.
Description
Technical field
The invention relates to a kind of manufacture method and shaped device thereof, be meant the manufacture method and the shaped device thereof of prefabricated component especially.Promote the manufacture method and the shaped device thereof of a kind of prefabricated component of the pre-formed production efficiency of precast concrete.
Background technology
Existing prefabricated component (beam, post ... Deng) be widely used on the general building building construction engineering, and the making of prefabricated component, nearly all being to set up cable wire, steel reinforcement cage and template at present in the job site, building, then penetration concrete forms prefabricated component, some is then at precast plant's precast beam cylinder, carrying is to the job site, building again, utilizes vertical construction method with itself and pedestal or beam, post ... Deng combination; The method of utilizing the former is when building construction building application precast beam pillar, need to set up and fix cable wire, steel reinforcement cage in advance every precast beam pillar base position, and after setting up fixed form, the work of being in the milk again, and after need waiting until the concrete setting in the template, just can carry out next engineering, make slow progress on the time, can prolong the construction period in building in building; And the method for utilizing the latter is when using the precast beam pillar in the building construction building, though can be at the prefabricated required precast beam cylinder of precast plant, but because of due to the production method; it not only wastes steel in a large number; and the speed of its production and benefit, all very slow, quite be not inconsistent economic benefit.
Summary of the invention
The shortcoming of prior art in view of the above, and based on architectural engineering is the important ring of capital construction always, it also is the basis of economic development, reduction of erection time and to improve the engineering quality be requirement most important and that can not compromise how effectively, so main purpose of the present invention is to strengthen its inner structural strength of prefabricated component that building construction is used providing a kind of, and promotes the manufacture method and the shaped device thereof of a kind of prefabricated component of its pre-formed production efficiency.
Another object of the present invention is that a kind of can prefabricated easily list prop up prefabricated component moulding or prefabricated many prefabricated component moulding continuously are being provided, can and the manufacture method and the shaped device thereof of a large amount of a kind of prefabricated components of producing fast.
Purpose of the present invention can reach by following measure: a kind of shaped device of prefabricated component is characterized in that: this shaped device is to include:
One prefabricated bed die seat is the platform for a preset length;
One anter cable wire fixed connecting end mould which is provided with the horizontal wire groove;
Most link external member;
One or most sheet element size end mould, which is provided with the vertical wires groove;
A most bolt, spiral shell is locked on the lateral surface of scantling end mould admittedly;
One rear panel cable wire fixed connecting end mould which is provided with the horizontal wire groove;
One left side template is the left side side that group is stood on prefabricated bed die seat;
One right side template is the right side that group is stood on prefabricated bed die seat.
Wherein, scantling end mould vertical wires groove inside is equiped with branch hole sheet.
Wherein, the hole sheet is provided with the perforation of vertical distribution this minute.
Wherein, this binding external member is to be supported to close each other by the tapered covering piece body of the semicircle of two correspondences to form pyramid type, and cover access one sleeve with inverted cone pre-set space forms.
A kind of manufacture method of prefabricated component, it is to comprise the following step:
Steps A: anter cable wire fixed connecting end mould and rear panel cable wire fixed connecting end mould are gone up in each installing of two ends before and after on the prefabricated bed die seat of preset length, and on all the other prefabricated bed die seat spaces, install upper member size end mould in regular turn, wherein, anter cable wire fixed connecting end mould and the first sheet element size end intermode thereafter keep a clearance space, the first sheet element size end mould and scantling end intermode thereafter then keep a predefined region, this is preliminary formwork erection step, and set up the end matrix body that the preparation manufacture order props up prefabricated component or continuous many prefabricated components, each is that it is installed at interval in regular turn according to pitch space or predefined region;
Step B: in the mid-steel reinforcement cage location of putting into of predefined region;
Step C: cable wire is worn respectively into the binding external member, and all are linked external members compel respectively to close on the close horizontal wire groove that is fixed in anter cable wire fixed connecting end mould, and the cable wire of rear end extended wear into shaped device inside, continuous and will wear in cable wire according to the perforation distributions on the branch hole sheet of establishing in the scantling end mould vertical wires groove, and then with every cable wire distinctly by the pitch space that is set out of the perforation on minute hole sheet, and wore the following a slice end matrix body of steel reinforcement cage pedestal until predefined region;
Step D: the remaining cable wire of rear distinctly is set out via the perforation distributions on the branch hole sheet of establishing in the scantling end mould vertical wires groove that is built in prefabricated bed die seat back segment again, the cable wire that extends still links the distribution of external member according to the set anter cable wire fixed connecting end mould of prefabricated bed die seat leading portion, and being adopted identical distribution, remaining cable wire distinctly pulls out by the varying level metallic channel traction of rear panel cable wire fixed connecting end mould, at last, on every cable wire, wear into one and connect external member, and cable wire is strained to tight state, again all are linked external members and compel respectively to close on the close horizontal wire groove that is fixed in rear panel cable wire fixed connecting end mould;
Step e: in pitch space, adjust the vertical wires groove of establishing on the scantling end mould, and on the outside lock of every sheet element size end mould bolt;
Step F: the envelope side form, stand on prefabricated bed die seat avris with the left and right side template group, and concrete be fed into predefined region inside, until reaching predetermined altitude;
Step G: pre-power decompress(ion), after all concrete setting of the inner predefined region of device to be formed, cut off the cable wire defective material of in type preform structure concrete column outside in the clearance space, and remove the left and right side template and remove remaining cable wire.
Wherein, steps A is to the predefined region described in the step G, and the space of its spacing is to look the preform structure length that the construction site needs and set.
Wherein, in steps A, prefabricated list props up the formwork erection order of preform structure on prefabricated bed die seat and is anter cable wire fixed connecting end mould, pitch space, scantling end mould, predefined region, scantling end mould, pitch space, rear panel cable wire fixed connecting end mould in regular turn.
Wherein, in steps A, the formwork erection order of prefabricated many preform structure continuously on prefabricated bed die seat is anter cable wire fixed connecting end mould, pitch space, scantling end mould, predefined region, scantling end mould, pitch space, scantling end mould, predefined region in regular turn ... scantling end mould, pitch space, rear panel cable wire fixed connecting end mould.
Wherein, on this minute hole sheet be the perforation that is provided with vertical distribution.
Wherein, this binding external member is to be supported to close each other by the tapered covering piece body of the semicircle of two correspondences to form pyramid type, and cover access one sleeve with inverted cone pre-set space forms.
Wherein, described steel reinforcement cage is can be packed to hollow sleeve to be distributed in its pedestal inside.
A kind of manufacture method of prefabricated component, it is to comprise the following step:
Steps A: anter cable wire fixed connecting end mould and rear panel cable wire fixed connecting end mould are gone up in each installing of two ends before and after on the prefabricated bed die seat of preset length, and on all the other prefabricated bed die seat spaces, install upper member size end mould in regular turn, wherein, anter cable wire fixed connecting end mould and the first sheet element size end intermode thereafter keep a clearance space, the first sheet element size end mould and scantling end intermode thereafter then keep a predefined region, this is preliminary formwork erection step, and look the production demand and set up the preparation manufacture order and prop up preform structure or continuous many scantling end matrix bodies that preform structure is required, install in regular turn according to pitch space or predefined region;
Step B: in the mid-steel reinforcement cage location of putting into of predefined region;
Step C: wear hollow sleeve to the steel reinforcement cage pedestal in the scantling end mould vertical wires groove by the steel reinforcement cage front end, and go out by corresponding rear end scantling end mould vertical wires groove;
Step D: the envelope side form, stand on prefabricated bed die seat avris with the left and right side template group, and concrete be fed into predefined region inside, until reaching predetermined altitude;
Step e: after the concrete setting of inner all predefined regions of device to be formed, cut off the hollow sleeve of in type preform structure concrete column outside in the pitch space, and remove the left and right side template and remove remaining hollow sleeve defective material.
Wherein, steps A is to the predefined region described in the step e, and the space of its spacing is the preform structure length that needs of visual construction site and setting.
Wherein, in steps A, prefabricated list props up the formwork erection order of preform structure on prefabricated bed die seat and is anter cable wire fixed connecting end mould, pitch space, scantling end mould, predefined region, scantling end mould, pitch space, rear panel cable wire fixed connecting end mould in regular turn.
Wherein, in steps A, the formwork erection order of prefabricated many preform structure continuously on prefabricated bed die seat is anter cable wire fixed connecting end mould, pitch space, scantling end mould, predefined region, scantling end mould, pitch space, scantling end mould, predefined region in regular turn ... scantling end mould, pitch space, rear panel cable wire fixed connecting end mould.
The present invention has following advantage compared to existing technology: via the upright execution that reaches above-mentioned steps of the group of above-mentioned shaped device, when implementing, can significantly simplify the whole construction flow process, and utilize scantling end mould to change the linear laying structure of the inner cable wire of prefabricated component, can effectively strengthen its inner structural strength, more can utilize the sheet number of additions and deletions scantling end mould, reach prefabricated list easily and prop up preform structure moulding or prefabricated many preform structure moulding continuously, obtain a large amount of fast efficient of manufacturing.
Description of drawings
Fig. 1 is the external sight schematic diagram of the end matrix of shaped device of the present invention;
Fig. 2 is the schematic appearance that internals of the present invention connects external member;
Look schematic diagram on Fig. 3 first embodiment of the invention;
Fig. 4 is the diagrammatic cross-sectional side elevation of first embodiment of the invention;
Fig. 5 is the stereoscopic figure of first embodiment of the invention shaped device preparation concrete placing;
Fig. 6 is the diagrammatic cross-sectional side elevation of second embodiment of the invention;
Fig. 7 is the stereoscopic figure that the second embodiment of the invention shaped device does not seal side form;
Fig. 8 is the stereoscopic figure of second embodiment of the invention shaped device preparation concrete placing.
The figure number explanation
5 shaped devices
51 anter cable wire fixed connecting end moulds
511 horizontal wire grooves
52 scantling end moulds
521 vertical wires grooves
53 fens hole sheets
531 perforation
54 rear panel cable wire stiff end moulds
541 horizontal wire grooves
56 connect external member
561 left sides coat lamellar body
The 562 right lamellar bodies that coat
The perforation of 563 cable wires
564 sleeves
565 coat the sheathed groove of lamellar body
57 bolts
58 prefabricated bed die seats
581 left side templates
582 right side templates
6 cable wires
7 steel reinforcement cages
The specific embodiment
After below cooperating icon that better embodiment of the present invention is described further, when more understanding.
The present invention utilizes each different end mould to change the linear laying structure of the inner cable wire of preform structure, so as to strengthening the structural strength of preform structure, reaching can quick and mass-produced efficient, please earlier simultaneously with reference to Figure 1 and Figure 2, be the external sight schematic diagram of end matrix of shaped device of the present invention and the schematic appearance that connects external member, by knowing end mould and the partial interior element structure of finding out that the present invention utilizes among the figure, include anter cable wire fixed connecting end mould 51, link external member 56, bolt 57, scantling end mould 52, rear panel cable wire fixed connecting end mould 54, wherein this binding external member 56 is to coat lamellar body 561 and the right tapered covering piece body of semicircle that coats 562 2 correspondences of lamellar body by a left side to support each other and close and coning, formation can coat the cable wire perforation 563 of cable wire in the middle of it, and cover inserts a sleeve 564 with inverted cone pre-set space (coating the sheathed groove 565 of lamellar body) and forms; This forward and backward cable wire fixed connecting end mould 51,54 lower edge thereon respectively is provided with a horizontal wire groove 511, and it can utilize sleeve 564 to compel to close close consolidating thereon for above-mentioned binding external member 56; Respectively be provided with the vertical wires groove 521 of predetermined number and length on the scantling end mould 52, after formwork erection is finished, controlled and adjusted the height of cable wire 6, vertical wires groove 521 its interior dresses of wherein establishing on the scantling end mould 52 more are equiped with branch hole sheet 53, this minute, hole sheet 53 was provided with the perforation 531 of right quantity and vertical distribution, after cable wire 6 wears scantling end mould 52, utilize the perforation 531 on its minute hole sheet 53 to distribute, lay so as to the linearity that changes cable wire 6, scantling end mould 52 is after cable wire 6 passes in addition, more so as to bolt 57 packing cable wires, make cable wire 6 rigidity more tight and be difficult for getting loose in its outside.
The present invention respectively is arranged in above-mentioned forward and backward cable wire fixed connecting end mould 51,54 and scantling end mould 52 tightly to restraint the inner cable wire 6 of precast beam on the prefabricated bed die seat 58 and lay by suitable spacing, to strengthen the preform structure inner structural strength.
Its manufacture method mainly comprises the following step:
Steps A: anter cable wire fixed connecting end mould 51 and rear panel cable wire fixed connecting end mould 54 are gone up in each installing of two ends before and after on prefabricated bed die seat 58, and the scantling end mould 52 of installing predetermined number in regular turn according to suitable spacing on all the other prefabricated bed die seat 58 spaces makes it to locate; Wherein the spacing of 52 of anter cable wire fixed connecting end mould 51 and the first sheet element size end moulds thereafter is at least the space that can hold a human body and enter (for asking clear, among the figure with a arrow signal its spacing), the spacing that the first sheet element size end mould 52 and scantling end mould thereafter are 52 is the main predefined region for preform structure, main predefined region is to look the preform structure length that the construction site needs and set (for asking clear, among the figure with b arrow signal its spacing), this is preliminary formwork erection step, its visual production demand and set up the preparation manufacture order and prop up preform structure or continuous many scantling end matrix bodies that preform structure is required; The wherein following signal of preferred embodiment formwork erection mode:
First embodiment illustrates that prefabricated list props up the mode of arranging of the end matrix body of preform structure:
It is to be anter cable wire fixed connecting end mould 51, the suitable spacing of a (clearance space), scantling end mould 52, the suitable spacing of b (predefined region), scantling end mould 52, rear panel cable wire fixed connecting end mould 54 in regular turn;
Second embodiment illustrates the prefabricated mode of arranging of the end matrix body of many preform structure continuously:
It is to be anter cable wire fixed connecting end mould 51, the suitable spacing of a (clearance space), scantling end mould 52, the suitable spacing of b (predefined region), scantling end mould 52, the suitable spacing of a (clearance space), scantling end mould 52, the suitable spacing of b (predefined region) in regular turn ... scantling end mould 52, the suitable spacing of a (clearance space), rear panel cable wire fixed connecting end mould 54;
Step B: in mid-steel reinforcement cage 7 location of putting into of the suitable spacing of b (predefined region);
Step C: cable wire 6 one rules of suitable length and quantity are worn into binding external member 56, and all are linked external members 56 compel respectively to close on the close horizontal wire groove 511 that is fixed in anter cable wire fixed connecting end mould 51, so as to fixing tightwire 6 front ends, and the cable wire 6 of rear end extended wear into shaped device 5 inside, continuous and will wear in cable wire 6 distribute according to the perforation on the branch hole sheet of establishing in the scantling end mould 52 vertical wires grooves 521 53 531, and then with every cable wire 6 distinctly by the suitable spacing of a (clearance space) that is set out of the perforation 531 on minute hole sheet 53, and wore steel reinforcement cage 7 pedestals until a slice end matrix suitable spacing of body b (predefined region) down;
Step D: the remaining cable wire 6 of rear distinctly is set out via 531 distributions of the perforation on the branch hole sheet of establishing in the scantling end mould 52 vertical wires grooves 521 that are built in prefabricated bed die seat 58 back segments 53 again, the cable wire 6 that extends still links the distribution of external member 56 according to the set anter cable wire fixed connecting end mould 51 of leading portion, and being adopted identical distribution, remaining cable wire 6 distinctly pulls out by varying level metallic channel 541 tractions of rear panel cable wire fixed connecting end mould 54, at last, on every cable wire 6, wear into one and connect external member 56, and cable wire 6 is strained to tight state, all being linked external members 56 compels respectively to close on the close horizontal wire groove 541 that is fixed in rear panel cable wire fixed connecting end mould 54, so as to fixing tightwire 6 rear ends again;
Step e: can enter in the suitable spacing of a (clearance space) the workmen, adjust the vertical wires groove of establishing on the scantling end mould 52 521, height so as to control and adjustment cable wire 6, and bolt 57 makes cable wire 6 rigidity more tight and be difficult for getting loose with packing cable wire 6 on the outside lock of every sheet element size end mould 52;
Step F: envelope side form, 581,582 groups of left and right side templates are stood on prefabricated bed die seat 58 avris (thus, pre-formed device 5 has been located moulding), make it all end matrix bodies of clamping and steel reinforcement cage 7 in shaped device 5 inside, and concrete is fed into the suitable spacing of b (predefined region) inside, until reach predetermined altitude (with end matrix body with high; Wherein the scantling end mould 52 of sheet and cable wire 6 are with in the concrete that be submerged fully before and after the suitable spacing of b, and the steel reinforcement cage 7 in it is then looked in the purposes and the type of topical or the concrete that all submerged of storing);
Step G: pre-power decompress(ion), after the concrete setting of the device 5 inner suitable spacings of all b (predefined region) to be formed, the workmen is entered the action of carrying out pre-power decompress(ion) in the suitable spacing of a (clearance space), cut off the cable wire 6 of in type preform structure concrete column outside, and remove left and right side template 581,582 and remove remaining cable wire 6, hang the action that rises in order to carrying out the demoulding, and finish the manufacturing of preform structure.
Please more simultaneously with reference to figure 3 and Fig. 4, look schematic diagram and diagrammatic cross-sectional side elevation on the first embodiment of the invention (for asking obvious its inner cable wire 6 linear laying structures of drawing, Therefore, omited steel reinforcement cage 7), as described in above-mentioned step of manufacturing A formwork erection step, first embodiment illustrates that prefabricated list props up the mode of arranging of the end matrix body of preform structure:
It is to be anter cable wire fixed connecting end mould 51, the suitable spacing of a (clearance space), scantling end mould 52, the suitable spacing of b (predefined region), scantling end mould 52, rear panel cable wire fixed connecting end mould 54 in regular turn; After the formwork erection order through above-mentioned steps A, (for asking obvious its inner cable wire 6 linear laying structures of drawing, Therefore, omited step B puts the step of steel reinforcement cage 7), pass through the step of step C again, cable wire 6 one rules of suitable length and quantity are worn into binding external member 56, and all are linked external members 56 compel respectively to close on the close horizontal wire groove 511 that is fixed in anter cable wire fixed connecting end mould 51, so as to fixing tightwire 6 front ends, and the cable wire 6 of rear end extended wear into shaped device 5 inside, continuous and will wear in cable wire 6 distribute according to the perforation on the branch hole sheet of establishing in the scantling end mould 52 vertical wires grooves 521 53 531, and then with every cable wire 6 distinctly by the suitable spacing of a (clearance space) that is set out of the perforation 531 on minute hole sheet 53, and wore steel reinforcement cage 7 pedestals until following a slice end matrix body (the suitable spacing of b), find out shaped device 5 cable wires 6 through anter cable wire fixed connecting end moulds 51 horizontal wire grooves 511 by knowing among Fig. 4, and extend that the branch hole sheet of establishing in the scantling end mould 52 vertical wires grooves 521 53 passes so that the cable wire 6 of the identical end die component in rear end is laid state in the linearity of shaped device 5 inside.
Can find out obviously that by Fig. 4 cable wire 6 is in the shaped device 5 inner linear section side-looking states of laying again, Fig. 5 then can obviously find out the stereoscopic figure of first embodiment of the invention shaped device preparation concrete perfusion, by the state that can know the preparation concrete perfusion of finding out the suitable spacing of b (predefined region) among the figure.
Please also refer to Fig. 6, Fig. 7 and Fig. 8 again, be that the diagrammatic cross-sectional side elevation of second embodiment of the invention, stereoscopic figure and the shaped device that shaped device does not seal side form prepare the stereoscopic figure of concrete placing (for asking the obvious inner cable wire 6 linear laying structures of drawing, so in Fig. 5, omit steel reinforcement cage 7), as described in above-mentioned step of manufacturing A formwork erection step, second embodiment illustrates the prefabricated mode of arranging of the end matrix body of many preform structure continuously:
It is to be anter cable wire fixed connecting end mould 51, the suitable spacing of a (clearance space), scantling end mould 52, the suitable spacing of b (predefined region), scantling end mould 52, the suitable spacing of a (clearance space), scantling end mould 52, the suitable spacing of b (predefined region) in regular turn ... scantling end mould 52, the suitable spacing of a (clearance space), rear panel cable wire fixed connecting end mould 54; After the formwork erection order through above-mentioned steps A, (for asking obvious its inner cable wire 6 linear laying structures of drawing, so in Fig. 5, omit the step that step B puts steel reinforcement cage 7), pass through the step of step C again, cable wire 6 one rules of suitable length and quantity are worn into binding external member 56, and all are linked external members 56 compel respectively to close on the close horizontal wire groove 511 that is fixed in anter cable wire fixed connecting end mould 51, so as to fixing tightwire 6 front ends, and the cable wire 6 of rear end extended wear into shaped device 5 inside, continuous and will wear in cable wire 6 distribute according to the perforation on the branch hole sheet of establishing in the scantling end mould 52 vertical wires grooves 521 53 531, and then with every cable wire 6 distinctly by the suitable spacing of a (clearance space) that is set out of the perforation 531 on minute hole sheet 53, and wore steel reinforcement cage 7 pedestals until following a slice end matrix suitable spacing of body b (predefined region), because the prefabricated formwork erection mode difference of many preform structure continuously, because need stay the space of artificial pre-power decompress(ion), so its formwork erection state as shown in Figure 6, cable wire 6 and extension wear to the rear panel cable wire fixed connecting end mould 54 of rearmost end, find out that by knowing among Fig. 7 and Fig. 8 shaped device 5 cable wires 6 are through anter cable wire fixed connecting end mould 51 horizontal wire grooves 511, extending the branch hole sheet of establishing in the scantling end mould 52 vertical wires grooves 521 53 again passes, it is all identical that the cable wire 6 of the end die component that its rearmost end (step D) is identical is laid state in the linearity of shaped device 5 inside, Fig. 8 is the stereoscopic figure of second embodiment of the invention shaped device preparation concrete placing, by the state that can know the preparation concrete perfusion of finding out the suitable spacing of b (predefined region) among the figure.
In sum, the manufacture method of a kind of prefabricated component provided by the present invention and shaped device thereof, via the upright execution that reaches above-mentioned steps of the group of above-mentioned shaped device, when implementing, can significantly simplify the whole construction flow process, and utilize scantling end mould to change the linear laying structure of the inner cable wire of preform structure, can effectively strengthen its inner structural strength, more can utilize the sheet number of additions and deletions scantling end mould, reach prefabricated list easily and prop up preform structure moulding or prefabricated many preform structure moulding continuously, obtain a large amount of fast efficient of manufacturing, possesses more practical economic benefit in fact, bring range of application widely, its method and shaped device novel structure are special, have therefore filled the legal important document that part has met patent of invention, file an application in accordance with the law.
Claims (15)
1. the shaped device of a prefabricated component, it is characterized in that: this shaped device is to include:
One prefabricated bed die seat is the platform for a preset length;
One anter cable wire fixed connecting end mould which is provided with the horizontal wire groove;
Most link external member;
One or most sheet element size end mould, which is provided with the vertical wires groove;
A most bolt, spiral shell is locked on the lateral surface of scantling end mould admittedly;
One rear panel cable wire fixed connecting end mould which is provided with the horizontal wire groove;
One left side template is the left side side that group is stood on prefabricated bed die seat;
One right side template is the right side that group is stood on prefabricated bed die seat.
2. the shaped device of a kind of prefabricated component as claimed in claim 1, it is characterized in that: wherein, scantling end mould vertical wires groove inside is equiped with branch hole sheet.
3. the shaped device of a kind of prefabricated component as claimed in claim 2 is characterized in that: wherein, this minute the hole sheet be provided with the perforation of vertical distribution.
4. the shaped device of a kind of prefabricated component as claimed in claim 1 is characterized in that: wherein, this binding external member is to be supported to close each other by the tapered covering piece body of the semicircle of two correspondences to form pyramid type, and cover inserts a sleeve with inverted cone pre-set space and forms.
5. the manufacture method of a prefabricated component, it is characterized in that: it is to comprise the following step:
Steps A: anter cable wire fixed connecting end mould and rear panel cable wire fixed connecting end mould are gone up in each installing of two ends before and after on the prefabricated bed die seat of preset length, and on all the other prefabricated bed die seat spaces, install upper member size end mould in regular turn, wherein, anter cable wire fixed connecting end mould and the first sheet element size end intermode thereafter keep a clearance space, the first sheet element size end mould and scantling end intermode thereafter then keep a predefined region, this is preliminary formwork erection step, and set up the end matrix body that the preparation manufacture order props up prefabricated component or continuous many prefabricated components, each is that it is installed at interval in regular turn according to pitch space or predefined region;
Step B: in the mid-steel reinforcement cage location of putting into of predefined region;
Step C: cable wire is worn respectively into the binding external member, and all are linked external members compel respectively to close on the close horizontal wire groove that is fixed in anter cable wire fixed connecting end mould, and the cable wire of rear end extended wear into shaped device inside, continuous and will wear in cable wire according to the perforation distributions on the branch hole sheet of establishing in the scantling end mould vertical wires groove, and then with every cable wire distinctly by the pitch space that is set out of the perforation on minute hole sheet, and wore the following a slice end matrix body of steel reinforcement cage pedestal until predefined region;
Step D: the remaining cable wire of rear distinctly is set out via the perforation distributions on the branch hole sheet of establishing in the scantling end mould vertical wires groove that is built in prefabricated bed die seat back segment again, the cable wire that extends still links the distribution of external member according to the set anter cable wire fixed connecting end mould of prefabricated bed die seat leading portion, and being adopted identical distribution, remaining cable wire distinctly pulls out by the varying level metallic channel traction of rear panel cable wire fixed connecting end mould, at last, on every cable wire, wear into one and connect external member, and cable wire is strained to tight state, again all are linked external members and compel respectively to close on the close horizontal wire groove that is fixed in rear panel cable wire fixed connecting end mould;
Step e: in pitch space, adjust the vertical wires groove of establishing on the scantling end mould, and on the outside lock of every sheet element size end mould bolt;
Step F: the envelope side form, stand on prefabricated bed die seat avris with the left and right side template group, and concrete be fed into predefined region inside, until reaching predetermined altitude;
Step G: pre-power decompress(ion), after all concrete setting of the inner predefined region of device to be formed, cut off the cable wire defective material of in type preform structure concrete column outside in the clearance space, and remove the left and right side template and remove remaining cable wire.
6. the manufacture method of a kind of prefabricated component as claimed in claim 5 is characterized in that: wherein steps A is to the predefined region described in the step G, and the space of its spacing is to look the preform structure length that the construction site needs and set.
7. the manufacture method of a kind of prefabricated component as claimed in claim 5, it is characterized in that: wherein in steps A, prefabricated list props up the formwork erection order of preform structure on prefabricated bed die seat and is anter cable wire fixed connecting end mould, pitch space, scantling end mould, predefined region, scantling end mould, pitch space, rear panel cable wire fixed connecting end mould in regular turn.
8. the manufacture method of a kind of prefabricated component as claimed in claim 5, it is characterized in that: wherein in steps A, the formwork erection order of prefabricated many preform structure continuously on prefabricated bed die seat is anter cable wire fixed connecting end mould, pitch space, scantling end mould, predefined region, scantling end mould, pitch space, scantling end mould, predefined region in regular turn ... scantling end mould, pitch space, rear panel cable wire fixed connecting end mould.
9. the manufacture method of a kind of prefabricated component as claimed in claim 5 is characterized in that: wherein, be the perforation that is provided with vertical distribution on this minute hole sheet.
10. the manufacture method of a kind of prefabricated component as claimed in claim 5 is characterized in that: wherein, this binding external member is to be supported to close each other by the tapered covering piece body of the semicircle of two correspondences to form pyramid type, and cover inserts a sleeve with inverted cone pre-set space and forms.
11. the manufacture method of a kind of prefabricated component as claimed in claim 5 is characterized in that: wherein said steel reinforcement cage is can be packed to hollow sleeve to be distributed in its pedestal inside.
12. the manufacture method of a prefabricated component, it is to comprise the following step:
Steps A: anter cable wire fixed connecting end mould and rear panel cable wire fixed connecting end mould are gone up in each installing of two ends before and after on the prefabricated bed die seat of preset length, and on all the other prefabricated bed die seat spaces, install upper member size end mould in regular turn, wherein, anter cable wire fixed connecting end mould and the first sheet element size end intermode thereafter keep a clearance space, the first sheet element size end mould and scantling end intermode thereafter then keep a predefined region, this is preliminary formwork erection step, and look the production demand and set up the preparation manufacture order and prop up preform structure or continuous many scantling end matrix bodies that preform structure is required, install in regular turn according to pitch space or predefined region;
Step B: in the mid-steel reinforcement cage location of putting into of predefined region;
Step C: wear hollow sleeve to the steel reinforcement cage pedestal in the scantling end mould vertical wires groove by the steel reinforcement cage front end, and go out by corresponding rear end scantling end mould vertical wires groove;
Step D: the envelope side form, stand on prefabricated bed die seat avris with the left and right side template group, and concrete be fed into predefined region inside, until reaching predetermined altitude;
Step e: after the concrete setting of inner all predefined regions of device to be formed, cut off the hollow sleeve of in type preform structure concrete column outside in the pitch space, and remove the left and right side template and remove remaining hollow sleeve defective material.
13. the manufacture method of a kind of prefabricated component as claimed in claim 12 is characterized in that: wherein steps A is to the predefined region described in the step e, and the space of its spacing is the preform structure length that needs of visual construction site and setting.
14. the manufacture method of a kind of prefabricated component as claimed in claim 12, it is characterized in that: wherein in steps A, prefabricated list props up the formwork erection order of preform structure on prefabricated bed die seat and is anter cable wire fixed connecting end mould, pitch space, scantling end mould, predefined region, scantling end mould, pitch space, rear panel cable wire fixed connecting end mould in regular turn.
15. the manufacture method of a kind of prefabricated component as claimed in claim 12, it is characterized in that: wherein in steps A, the formwork erection order of prefabricated many preform structure continuously on prefabricated bed die seat is anter cable wire fixed connecting end mould, pitch space, scantling end mould, predefined region, scantling end mould, pitch space, scantling end mould, predefined region in regular turn ... scantling end mould, pitch space, rear panel cable wire fixed connecting end mould.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004101014563A CN100475474C (en) | 2004-12-20 | 2004-12-20 | Method for fabricating precast products and forming appliance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004101014563A CN100475474C (en) | 2004-12-20 | 2004-12-20 | Method for fabricating precast products and forming appliance |
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| Publication Number | Publication Date |
|---|---|
| CN1796073A true CN1796073A (en) | 2006-07-05 |
| CN100475474C CN100475474C (en) | 2009-04-08 |
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| Application Number | Title | Priority Date | Filing Date |
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| CNB2004101014563A Active CN100475474C (en) | 2004-12-20 | 2004-12-20 | Method for fabricating precast products and forming appliance |
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| CN (1) | CN100475474C (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008113208A1 (en) * | 2007-03-20 | 2008-09-25 | Daiwa House Industry Co., Ltd. | An apparatus and method for manufacturing the architectonical plate frames |
| CN103963145A (en) * | 2013-01-28 | 2014-08-06 | 四川大广厦机械设备有限公司 | Assembled die |
| WO2016198720A1 (en) * | 2015-06-09 | 2016-12-15 | Pacadar S.A. | Method and tooling for manufacturing prestressed concrete members by molding |
| CN107310025A (en) * | 2017-06-09 | 2017-11-03 | 武汉二航路桥特种工程有限责任公司 | The fabricated device and method for prefabricating of a kind of Prefabricated bar boots |
| CN108756224A (en) * | 2018-07-20 | 2018-11-06 | 北京市政路桥股份有限公司 | The diaphragm plate end head formwork and its installing/dismounting method of fast demountable |
| US20220212365A1 (en) * | 2019-04-23 | 2022-07-07 | Voestalpine Railway Systems GmbH | Method of producing a plurality of concrete cast elements |
-
2004
- 2004-12-20 CN CNB2004101014563A patent/CN100475474C/en active Active
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008113208A1 (en) * | 2007-03-20 | 2008-09-25 | Daiwa House Industry Co., Ltd. | An apparatus and method for manufacturing the architectonical plate frames |
| CN101678561B (en) * | 2007-03-20 | 2011-06-01 | 大和房屋工业株式会社 | An apparatus and method for manufacturing the architectonical plate frames |
| CN103963145A (en) * | 2013-01-28 | 2014-08-06 | 四川大广厦机械设备有限公司 | Assembled die |
| WO2016198720A1 (en) * | 2015-06-09 | 2016-12-15 | Pacadar S.A. | Method and tooling for manufacturing prestressed concrete members by molding |
| CN107310025A (en) * | 2017-06-09 | 2017-11-03 | 武汉二航路桥特种工程有限责任公司 | The fabricated device and method for prefabricating of a kind of Prefabricated bar boots |
| CN108756224A (en) * | 2018-07-20 | 2018-11-06 | 北京市政路桥股份有限公司 | The diaphragm plate end head formwork and its installing/dismounting method of fast demountable |
| CN108756224B (en) * | 2018-07-20 | 2022-03-08 | 北京市政路桥股份有限公司 | Diaphragm plate end template capable of being quickly disassembled and assembled and assembling and disassembling method thereof |
| US20220212365A1 (en) * | 2019-04-23 | 2022-07-07 | Voestalpine Railway Systems GmbH | Method of producing a plurality of concrete cast elements |
| US12011849B2 (en) * | 2019-04-23 | 2024-06-18 | Voestalpine Railway Systems GmbH | Method of producing a plurality of concrete cast elements |
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| Publication number | Publication date |
|---|---|
| CN100475474C (en) | 2009-04-08 |
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