CN106476134A - Method for supporting, precast concrete manufacture method and automatic laying machine - Google Patents
Method for supporting, precast concrete manufacture method and automatic laying machine Download PDFInfo
- Publication number
- CN106476134A CN106476134A CN201610983072.1A CN201610983072A CN106476134A CN 106476134 A CN106476134 A CN 106476134A CN 201610983072 A CN201610983072 A CN 201610983072A CN 106476134 A CN106476134 A CN 106476134A
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- reinforcement
- arrangement
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- keeper
- apart
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- 238000000034 method Methods 0.000 title claims abstract description 94
- 239000011178 precast concrete Substances 0.000 title claims abstract description 27
- 238000004519 manufacturing process Methods 0.000 title claims description 10
- 230000002787 reinforcement Effects 0.000 claims abstract description 180
- 239000004567 concrete Substances 0.000 claims description 13
- 238000011068 loading method Methods 0.000 claims description 12
- 238000002372 labelling Methods 0.000 claims description 8
- 230000033001 locomotion Effects 0.000 claims description 5
- 239000002002 slurry Substances 0.000 claims description 5
- 238000004382 potting Methods 0.000 claims description 4
- 238000009415 formwork Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 claims description 2
- 238000011049 filling Methods 0.000 claims description 2
- 230000007306 turnover Effects 0.000 claims description 2
- 210000003205 muscle Anatomy 0.000 description 21
- 238000004364 calculation method Methods 0.000 description 7
- 239000000463 material Substances 0.000 description 6
- 238000000576 coating method Methods 0.000 description 4
- 238000000547 structure data Methods 0.000 description 4
- 239000011248 coating agent Substances 0.000 description 3
- 230000001419 dependent effect Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000000205 computational method Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000003550 marker Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 238000006748 scratching Methods 0.000 description 1
- 230000002393 scratching effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B15/00—General arrangement or layout of plant ; Industrial outlines or plant installations
-
- 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
-
- 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
- B28B15/00—General arrangement or layout of plant ; Industrial outlines or plant installations
- B28B15/005—Machines using pallets co-operating with a bottomless mould; Feeding or discharging means for pallets
-
- 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
- B28B17/00—Details of, or accessories for, apparatus for shaping the material; Auxiliary measures taken in connection with such shaping
- B28B17/0063—Control arrangements
- B28B17/0081—Process control
-
- 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
- B28B23/0056—Means for inserting the elements into the mould or supporting them in the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
- E04C5/203—Circular and spherical spacers
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/04—Mats
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Architecture (AREA)
- Automation & Control Theory (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Bridges Or Land Bridges (AREA)
- Reinforcement Elements For Buildings (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The present invention relates to a kind of method for supporting (21) for supporting arrangement of reinforcement reinforcement structure (1,2) when making precast concrete, wherein：There is provided arrangement of reinforcement reinforcement structure (1,2) data in first method step (23), described arrangement of reinforcement reinforcement structure is designed for precast concrete to be made；In programme controlled electronic computing device (3), the position (33,34) for supporting arrangement of reinforcement reinforcement structure (1,2) is calculated according to arrangement of reinforcement reinforcement structure (the 1,2) data being provided in second method step (24)；The position (33,34) for supporting arrangement of reinforcement reinforcement structure (1,2) calculating will be placed in apart from keeper (4) in third method step (25)；And in fourth method step (26), the arrangement of reinforcement reinforcement structure being completed according to data (1,2) is placed on keeper (4).
Description
Technical field
The present invention relates to a kind of method for supporting for supporting arrangement of reinforcement reinforcement structure, the system for making precast concrete
The automatic laying machine made method and execute described method for supporting.
Background technology
In order to ensure that when making precast concrete the reinforcing element being embedded has enough concrete coatings,
Can by being manually placed in substrate apart from keeper with for example different size of ring or plastics strips, and and then will plus
Strong element is arranged on these on keeper.Local can be led to here, carrying out manual placement based on experience value to make apart from keeper
With too many apart from keeper.Thus the danger forming cavity can be increased, this is because concrete to be utilized will be apart from keeper
Coat together with reinforcing element, this has negative effect for the quality of precast concrete to be made.In addition thus lead to more
High cost, this is because on the one hand consume unnecessary apart from keeper, and on the other hand reclaiming precast concrete
When need the consuming increasing to carry out from precast concrete extraction distance keeper again.
Content of the invention
The task of the present invention therefore that, be given a kind of compared with prior art improve for supporting arrangement of reinforcement reinforcement structure
Method for supporting, a kind of can be utilized the manufacture method for making precast concrete of this method for supporting and a kind of execution to change
The automatic laying machine of kind method for supporting, wherein, the salient point of the method for supporting according to the present invention is in particular, in that improve mixed
Coagulate the quality of soil prefabricated component, save cost and reclaim precast concrete in the way of more environmentally-friendly.
Described task can be solved by the feature of independent claims 1,9 and 11.
Therefore specify, make precast concrete when for support arrangement of reinforcement reinforcement structure method for supporting when,
- arrangement of reinforcement reinforcement structure data is provided in first method step, described arrangement of reinforcement reinforcement structure is designed for making
Precast concrete,
- in second method step in programme controlled electronic computing device according to the arrangement of reinforcement reinforcement structure number being provided
According to the position calculating for supporting arrangement of reinforcement reinforcement structure,
- support the position of arrangement of reinforcement reinforcement structure by being placed in being used for of calculating apart from keeper in third method step
On, and
- in fourth method step, the arrangement of reinforcement reinforcement structure being completed according to data is placed on keeper.
By calculating the position for supporting arrangement of reinforcement reinforcement structure during second method step, then in third party
To be placed in apart from keeper on the position being used for support arrangement of reinforcement reinforcement structure calculating it is ensured that making during method step
It is arranged on optimum position apart from keeper and by them with optimal number.Thus can make and have one than more consistent
Determine concrete coating and the precast concrete of little cavity, can reduces cost, and can be in the precast concrete longevity
Environmental protection when life terminates and reclaims.
(it is designed for be made concrete prefabricated the arrangement of reinforcement reinforcement structure being provided during first method step
Part) data can be for example arrangement of reinforcement reinforcement structure construction, geometry and weight.Generally, the arrangement of reinforcement reinforcement structure being used
Including vertical muscle, horizontal bar and/or lattice girder, wherein, such as window opening or door opening can be set depending on precast concrete.Join
The outline of muscle reinforcement structure has been able to reflect the outline of precast concrete to be made that is, such as inclined-plane or class
Like shape.The lattice girder being used generally has top boom arrangement and lower boom arrangement and extends between them
Diagonal chord member.The exact configuration of lattice girder equally can form a part for data presented.The horizontal bar being used and vertical
The diameter of muscle or lattice girder and material composition and the mutual opposite arrangement structure of these elements are also critically important.
All these data can be provided during first method step, such as in the form of cad file.But art
Language " offer " also includes following solution, and in these solutions, programme controlled electronic computing device is in first method
Generate data during step or call data from data base.Here, journey can also be used in second method step
The same computing device that sequence controls.
During second method step, the position calculation for supporting arrangement of reinforcement reinforcement structure of execution is except examining
It is also contemplated that other parameters outside the arrangement of reinforcement reinforcement structure data that worry provides during first method step, for example, use
In the bearing capacity apart from keeper supporting arrangement of reinforcement reinforcement structure.
Position calculation can differently be carried out：
For example desirably, variation processes different prefabricated elements types.For example can be based on and aim at respective element class
The static models that simplify of type customization design a kind of algorithm being suitable for position calculation.
Specifically desirably, will be placed in first apart from keeper during calculating and fit depending on component type
Close on the position occurring, the flexural property determining arrangement of reinforcement reinforcement structure then according to this arrangement of reinforcement reinforcement structure data being provided is simultaneously
And check whether this flexural property meets the ultimate value of regulation.Then, depending on this inspection result, iteration (iterativ) is mobile
Apart from the position of keeper and recalculate flexural property and be compared it with ultimate value.Execute these steps, until
It is no longer possible to reach substantive improvement, that is, reduces distance while the flexural property of arrangement of reinforcement reinforcement structure is still tolerated and keep
Number of packages amount.
Fact proved advantageously, when calculating, applied moment of torsion is calculated according to arrangement of reinforcement reinforcement structure flexural property, and
And it is compared with the ultimate value of regulation.
As supplementary or replacement scheme, calculate the position for supporting arrangement of reinforcement reinforcement structure during second step
When, arrangement of reinforcement reinforcement structure can be divided into multiple supporting regions, preferably arrange that just what a distance is protected respectively to each supporting region
Gripping member.Fact proved advantageously, calculate during second method step for support arrangement of reinforcement reinforcement structure position when
The border of iteration these supporting regions mobile.
With regard to being placed on the position calculating apart from keeper during third method step, fact proved with
Lower solution is favourable：
On the one hand can be put manually, wherein it is possible to carry out mark position using labelling apparatus.Described labelling apparatus example
As being plotter, modulation line laser marker or the like.
On the other hand for example can also be put using automatic laying machine.
Then during fourth method step, the arrangement of reinforcement reinforcement structure being completed according to data is placed on and to be disposed
On keeper.
Method for supporting for supporting arrangement of reinforcement reinforcement structure substantially terminates with regard to this.Concrete prefabricated in order to next manufacture
Arrangement of reinforcement reinforcement structure (together with apart from the keeper) potting being placed on apart from keeper is arrived in next method and step by part
Among concrete slurry.
To be placed on the pallet being provided with formwork element apart from keeper preferably during third method step, and
Execute this manufacture method in pallet turnover equipment.
As stated in the beginning, also require that and protected according to the automatic laying machine of the method for supporting of the present invention to for execution
Shield, described automatic laying machine includes at least one can be single along the arranging apparatus longitudinally and/or laterally moving and at least one control
Unit, described control unit is configured for controlling at least one arranging apparatus described to calculate being placed on apart from keeper in advance
Position on.
Described control unit can be for example the programme controlled electrometer being used during second method step
Calculation equipment.
Advantageously, at least one arranging apparatus described include at least one preferably by the holding of laser aid detecting distance
The device of part height.Thereby ensure that being laid apart from keeper with being suitable for the height of regulation concrete coating.By this way
Can identify be manually placed into type of error apart from keeper when operation mistake and thus can avoiding subsequently produce
Adverse consequencess.
The Advantageous embodiments of the present invention defined in dependent claims 2 to 8,10 and 12 to 16.
Brief description
Below according to the Description of Drawings carrying out referring to the drawings, other details of the present invention and advantage are explained in detail.Its
In：
The flow chart that Fig. 1 illustrates each step for support or manufacture method are described,
Fig. 2 a illustrates exemplary arrangement of reinforcement reinforcement structure, is illustrated for computed range keeper according to this arrangement of reinforcement reinforcement structure
The possible calculative strategy of position,
Fig. 2 b illustrates using the arrangement of reinforcement reinforcement structure shown in Fig. 2 a that an array pitch supports from keeper,
Fig. 3 a illustrates another example of arrangement of reinforcement reinforcement structure supporting using an array pitch from keeper,
Fig. 3 b illustrates the local according to the arrangement of reinforcement reinforcement structure shown in Fig. 3 a,
Fig. 4 illustrates to tear zero device open, for interim storage to be put apart from keeper,
Fig. 5 a-5d illustrates to tear the sequence of positions of zero device open, for its action principle is described,
Fig. 6 a illustrates to be preferable to carry out according to one kind of the fixed automatic laying machine of the method for supporting of the present invention for execution
Mode,
Fig. 6 b illustrates to be preferable to carry out according to one kind of the portable automatic laying machine of the method for supporting of the present invention for execution
Example,
Fig. 7 illustrates a kind of preferred implementation of the loading depot of automatic laying machine, and
Fig. 8 illustrates, for storing the stacked centring pin apart from keeper, to illustrate how this centring pin can be arranged on Fig. 7
In shown loading depot.
Specific embodiment
Fig. 1 schematically shows when manufacturing precast concrete for supporting the support of arrangement of reinforcement reinforcement structure according to flow chart
The flow process of method 21,
- arrangement of reinforcement reinforcement structure data is provided in first method step 23, described arrangement of reinforcement reinforcement structure is designed for making
The precast concrete made,
- in second method step 24 in programme controlled electronic computing device according to the arrangement of reinforcement reinforcement structure being provided
Data calculates the position for supporting arrangement of reinforcement reinforcement structure,
- support the position of arrangement of reinforcement reinforcement structure by being placed in being used for of calculating apart from keeper in third method step 25
Put, and
- in fourth method step 26, the arrangement of reinforcement reinforcement structure being completed according to data is placed on keeper.
Can will be used for supporting the method for supporting 21 of arrangement of reinforcement reinforcement structure to be integrated into the system for making precast concrete
Make in method 22, distance will be placed in the method and step 27 after and then method for supporting 21 method and step 23 to 26 and keep
Arrangement of reinforcement reinforcement structure potting on part is in concrete slurry.
Fig. 2 a is schematically shown with top view and is designed for making with the precast concrete of polystyrene ceiling board form
Arrangement of reinforcement reinforcement structure 1 an example.Arrangement of reinforcement reinforcement structure 1 includes multiple vertical muscle 28, the horizontal stroke of substantially perpendicular sensing
Muscle 29 and lattice girder 30, described lattice girder for example can by top boom arrangement and lower boom arrangement and
The diagonal chord member extending between them is constituted.The data of this arrangement of reinforcement reinforcement structure 1 is provided during first method step 23.
Second method step 24 calculates according to arrangement of reinforcement reinforcement structure 1 data being provided in programme controlled electronic computing device
For supporting the position 33 and 34 (reference picture 2b) of arrangement of reinforcement reinforcement structure 1.
Specifically, the component type of five ordinates accounts for leading, and vertical reinforcement concentrates on these ordinates and lattice is big
Beam 30 is arranged on these ordinates.As for calculate starting point, significant hypothesis therefore that, only along this five masters
Line orientation distance keeper 4 on ordinate 33.Then it is distributed multiple and approximate calculation along these ordinates apart from keeper 4
The flexural property of these ordinates (not considering horizontal bar 29) and by described flexural property with regulation ultimate value compare.Then iteration
The position 33,34 of displacement keeper 4, is recalculated flexural property and is compared it with ultimate value, scratching until recording
Bent characteristic still tolerate in the case of first ultimate range 31 apart from keeper 4 and the initial point of arrangement of reinforcement reinforcement structure 1 and
Apart from keeper 4 each other along the ultimate range 32 of ordinate.Here, using with certain franchise of the distance dependent of horizontal bar 29 Lai
Value of calculation 31 and 32, because from the point of view of statics angle meaningfully, just will not be placed on by 31 Hes apart from keeper 4
On the position of 32 regulations, and it is moved to hithermost cross point.
One group of substantially optimal use can be calculated according to arrangement of reinforcement reinforcement structure 1 data being provided according to this computational methods
In the position 33,34 supporting arrangement of reinforcement reinforcement structure 1, this group position 33,34 can in the flexural property of arrangement of reinforcement reinforcement structure 1
Ensure the minimum number apart from keeper 4 while tolerance, precast concrete to be made after this flexural property, can be affected
Quality.
Support arrangement of reinforcement reinforcement structure 1 by being placed in being used for of being calculated apart from keeper 4 in third method step 25
On position 33 and 34.The arrangement of reinforcement reinforcement structure 1 being completed according to data is placed on apart from keeper 4 fourth method step 26
On.Fig. 2 b show the result schematic diagram of the third and fourth method and step 25 and 26, also sketches out the interior of formwork element 10 in addition
Contouring, described in-profile is corresponding with the outline of precast concrete, this precast concrete pass through will be placed on away from
Arrangement of reinforcement reinforcement structure 1 potting on keeper 4 is made in concrete slurry and by concrete slurry solidification.
Fig. 3 a show another reality with the arrangement of reinforcement reinforcement structure 2 of the mesh sheet form being made up of vertical muscle 28 and horizontal bar 29
Example.Mesh sheet has window opening 35 and door opening 36 and inclined-plane 43.
The data of this arrangement of reinforcement reinforcement structure 2, during first method step 23, is provided with CAD data form.
In second method step 24, according to the arrangement of reinforcement reinforcement structure being provided in programme controlled electronic computing device
2 these data calculate the position 33 and 34 for supporting arrangement of reinforcement reinforcement structure 2.
Mesh sheet can be divided into as shown in figure 3b multiple supporting regions 5 for this, arrange one respectively to each supporting region 5
Individual apart from keeper 4, this at least carries a horizontal bar 29 or vertical muscle 28 apart from keeper.In these muscle carrying each
Muscle is all from lighting flexure.This flexure is substantially dependent on the weight of the carrying muscle of the deadweight carrying muscle and welding.Calculating
During require must not exceed the peak torque of parameterisable, described moment of torsion depends on carrying the diameter of muscle.Carried muscle
Load is shared on all carrying muscle.Calculate each one by one and lie in the carrying muscle on keeper.In other steps
Each carried muscle is regarded as again carry muscle and calculate one by one, until the equal carried of all muscle.The sag of carried muscle takes
Certainly in weight and the consequent moment of torsion of its diameter and the muscle welding with it.
Carry out described calculating for respectively arranging a supporting region 5 apart from keeper 4 wherein.For example strengthen from arrangement of reinforcement
The side of structure 2 is divided initially to multiple supporting regions 5.The original dimension of each supporting region 5 can be with parametrization.According to for one
The result of calculation of the muscle of supporting region 5, during calculating, iteration changes the size of supporting region 5, to be as closely as possible to advise
Fixed torque limit.On the one hand specified with inner side (window opening, door opening or similar hole) by the outside boundaries of arrangement of reinforcement reinforcement structure 2
The border 16 of each supporting region 5, on the other hand by the load calculating and therefore generation the border with other supporting regions 5 to it
Specified.
It is noted that the maximum apart from keeper 4 also will be considered when position 33,34 of computed range keeper 4
Bearing capacity.
Suitably, using supporting arrangement of reinforcement reinforcement structure 1,2 apart from keeper 4, described have grid apart from keeper
Shape, the bearing-surface 40 which provided through hole and have multiple pillars 42 stretching out from bearing-surface 40, described pillar is not only
Can be arranged on outward flange, and can also be arranged in the middle region on bearing-surface 40, by bearing-surface 40 and outside
Pillar 42 defines the virtual volume (also referring to Fig. 4) apart from keeper 4.Here, will be such for some through holes in bearing-surface 40
Setting is so that they at least can provide space and therefore at least to another structure identical apart from the pillar 42 of keeper 4
Two can be superposed apart from keeper 4, and the stacked common virtual volume apart from keeper 4 is kept with a distance
The virtual volume of part 4 is compared and is not significantly increased, and stacked locating in principle apart from keeper 4 is in the same location and only relative
In torsion or Strategic Lateral Offset each other, thus their bearing-surface 40 contact parallel to each other.
Economical space saving mutually can arrange multiple apart from keeper 4 by this way.Latticed bearing-surface 40 is being worked as
Before in the case of rounded.Pillar 42 constitutes the size defining concrete coating.Required concrete depending on arrangement of reinforcement reinforcement structure 1,2
Depending on cover layer, pillar 42 can be longer or shorter.
Depict in Fig. 4 be so designed that and superposed or mutually nested setting the stacking apart from keeper 4.Permissible
Stacked being temporarily stored in apart from keeper 4 is torn open in zero device 8, so that will be apart from guarantor during third method step 25
Gripping member 4 is placed on calculated position 33,34.This is torn zero device 8 open and includes centring tube 37, will be apart from holding using this centring tube
Part 4 keeps placed in the middle.Kept at a distance upwards keeper 4 by stop 39.
In initial position shown in Fig. 4 or 5a, lie on stop 39 apart from keeper stacking.Tear zero device 38 open in addition
Separate nethermost apart from keeper with following penultimate apart from keeper 4.In order to allow stop 39 and tear zero device 38 open
Can work, there is in circumference apart from keeper 4 extension 45 of annular.
Now in order to discharge on the position 33,34 being calculated nethermost apart from keeper 4, can be by stop 39 along footpath
To being displaced outwardly so that the extension 45 apart from keeper 4 no longer lies in (referring to Fig. 5 b) on stop 39.Should be away from release
After keeper 4, stop 39 is allowed to come back to (referring to Fig. 5 c) in its original position.Then will tear open zero device 38 radially to
Outer movement, apart from keeper stacking therefore to fall on stop 39 (referring to Fig. 5 d).Relief is torn zero device 38 open and is come back to
In origin-location according to Fig. 5 a.
For the ease of calculated position 33,34 will be placed in apart from keeper 4 during third method step 25
On, labelling apparatus can be provided with, described labelling apparatus can be for example on pallet marking path keeper 4 calculate position 33,
34 plotter.Alternatively, labelling apparatus can also include modulated laser instrument, using described modulated laser instrument successively or
Indicate the calculating position 33,34 apart from keeper 4 simultaneously.Subsequently operator can manually will be placed in apart from keeper 4
Using on the calculating position 33,34 of labelling apparatus labelling.
Alternative or be complemented at this, can also will be apart from guarantor using automatic laying machine during third method step 25
Gripping member 4 is placed on calculated position 33,34.
Fig. 6 a illustrates an example of this automatic laying machine 6, and this automatic laying machine is Fixed Design.This means pallet
11 can be mobile with respect to fixed automatic laying machine 6, should will be placed in calculated position apart from keeper 4 on described pallet
Put on 33,34.
Desirably, have enough to meet the need in pallet and on a beat station of equipment, this fixed automatic laying machine 6 is set.?
This, make pallet 11 move along a beat station longitudinally or laterally having enough to meet the need equipment from pallet towards next beat station.
In shown example, pallet 11 is mobile along longitudinally 33.
In order to be placed on apart from keeper 4 on the position 33,34 calculating in advance, it is provided with two arranging apparatus 19, this
A little arranging apparatus are respectively provided with above-mentioned tears one of zero device 8 open.In order to control a defined location 33,34, make pallet 11 along vertical
To 33 motions, and one of described arranging apparatus 19 are made to move along crossbeam 17 on horizontal 34.Here, being provided with control unit 20
For controlling the motion of arranging apparatus 19.In a preferred embodiment, this control unit 20 can also control pallet 11
Motion.Described control unit 20 can also be programme controlled electronic computing device 3, and this electronic computing device walks in second method
The position for supporting arrangement of reinforcement reinforcement structure 1,2 is calculated according to the arrangement of reinforcement reinforcement structure 1 being provided, 2 data during rapid 24
33、34.
Depending on required power, this fixed automatic laying machine 6 can also be provided with multiple horizontal strokes arranged in parallel
Beam, described beam vertical is in the moving direction of pallet 11, and one or more arranging apparatus 19 is movably supported on institute
State on crossbeam.
Fig. 6 b schematically shows an example of the automatic laying machine 7 movably constituting.In this case, pallet 11
It is maintained in certain position during being positioned in calculated position 33,34 apart from keeper 4, and put dress
Put 19 not only to move along longitudinally 33, and transversely 34 move with respect to pallet 11.In this case, put depending on required
It is also possible to be provided with multiple parallel crossbeams depending on power, one or more arranging apparatus 19 is arranged on described crossbeam.
Each automatic laying machine 6,7 shown in Fig. 6 a and 6b can also include a loading depot, is used for replenishing the 3rd
During method and step 25 to be put apart from keeper 4.Loading depot can be used for providing different types of distance to keep
Part 4 is such that it is able to convert between keeper 4 two distinct types of in a straightforward manner.
It is exactly a kind of such loading depot 9 shown in Fig. 7.Loading depot 9 includes a material storehouse, and described material storehouse has multiple
(specifically three) rotating disk 12, these rotating disks are respectively provided with a fill area 13 and a taking-up area 14.Here, operator
Can simultaneously side by the fill area 13 of rotating disk 12 be fed storehouse filling new apart from keeper 4, expect storehouse second half, also
It is that the taking-up area 14 of rotating disk 12 is then available for arranging apparatus 19 and takes out apart from keeper 4.Material storehouse is advantageously so designed that so that depositing
Enough the same day produce requirement apart from keeper 4.To pick up new apart from keeper 4, then arranging apparatus 19 are mobile
Tearing open in zero device 8 above keeper stacking and by described picking up apart from keeper in material storehouse.Loading depot 9 can be as
This design is so that have the available apart from keeper 4 of differing heights on material storehouse mutually positioned side by side.
Substitute rotating disk, for example, can also use one or more drawer.
In order to deposit apart from keeper stacking, centring pin 15 can be set in loading depot 9, this centring pin can extend into
In the corresponding opening 41 at the center in the bearing-surface 40 of keeper 4 (referring to Fig. 4).By this way can be by apart from guarantor
Gripping member stacking leaves on the deposit position of regulation.
In principle it is contemplated that arranging apparatus 19 pick up one determination apart from keeper stacking, consume this stacking one
Divide apart from keeper 4, be namely placed in during third method step 25 on the position 33,34 calculating in advance, and
It is reapposed over do not use on deposit position apart from keeper 4, so that pickup for example has the another kind of of another height
Type apart from keeper.
Claims (16)
1. it is used for supporting the method for supporting (21) of arrangement of reinforcement reinforcement structure (1,2) when making precast concrete, wherein,
- arrangement of reinforcement reinforcement structure (1,2) data is provided in first method step (23), described arrangement of reinforcement reinforcement structure is designed for will
The precast concrete making,
- in programme controlled electronic computing device (3), knot is strengthened according to the arrangement of reinforcement being provided in second method step (24)
Structure (1,2) data calculates the position (33,34) for supporting arrangement of reinforcement reinforcement structure (1,2),
- will be placed in apart from keeper (4) in third method step (25) calculate for support arrangement of reinforcement reinforcement structure (1,
2) on position (33,34), and
- in fourth method step (26), the arrangement of reinforcement reinforcement structure being completed according to data (1,2) is placed on apart from keeper (4)
On.
2. method for supporting (21) according to claim 1, wherein, will be apart from guarantor during third method step (25)
Gripping member (4) is placed on the pallet (11) being provided with formwork element (10).
3. method for supporting (21) according to claim 1 and 2, wherein, using the mark preferably including at least one laser instrument
Note device labelling will put the position (33,34) at place during third method step (25) apart from keeper (4).
4. method for supporting (21) according to any one of claim 1 to 3, wherein, tears open zero device (8) from least one
Preferably automatically take out to be placed in during third method step (25) calculated for supporting arrangement of reinforcement reinforcement structure
On the position (33,34) of (1,2) apart from keeper (4).
5. method for supporting (21) according to any one of claim 1 to 4, wherein, in the mistake of second method step (24)
When calculating position (33,34) for supporting arrangement of reinforcement reinforcement structure (1,2) in journey, arrangement of reinforcement reinforcement structure (1,2) is divided into many
Individual supporting region (5), preferably to each supporting region (5) arrange respectively just what a apart from keeper (4).
6. method for supporting (21) according to claim 5, wherein, calculates during second method step (24) and is used for
During position (33,34) of support arrangement of reinforcement reinforcement structure (1,2), the border (16) of the mobile each supporting region (5) of iteration.
7. method for supporting (21) according to any one of claim 1 to 6, wherein, in the mistake of second method step (24)
In journey, the calculating of the position (33,34) for supporting arrangement of reinforcement reinforcement structure (1,2) is considered：
The construction of-arrangement of reinforcement reinforcement structure (1,2),
The geometry of-arrangement of reinforcement reinforcement structure (1,2),
The weight of-arrangement of reinforcement reinforcement structure (1,2),
The flexural property of-arrangement of reinforcement reinforcement structure (1,2),
- the moment of torsion that applied according to the flexural property of arrangement of reinforcement reinforcement structure (1,2), and/or
- be used for supporting the holding apart from keeper (4) of arrangement of reinforcement reinforcement structure (1,2) in subsequent method and step (25,26,27)
Loading capability.
8. method for supporting (21) according to any one of claim 1 to 7, wherein, in the mistake of third method step (25)
To be placed on calculated position (33,34) apart from keeper (4) using automatic laying machine (6,7) in journey.
9. it is used for making the manufacture method (22) of precast concrete, wherein, be first carried out according to arbitrary in claim 1 to 8
The method for supporting (21) for supporting arrangement of reinforcement reinforcement structure (1,2) described in, and will in subsequent method and step (27)
It is placed on arrangement of reinforcement reinforcement structure (1,2) potting on keeper (4) in concrete slurry.
10. manufacture method (22) according to claim 9, wherein, executes described manufacture method in pallet turnover equipment
(22).
11. are used for executing the automatic laying machine (6,7) of method for supporting according to claim 8 (21), wherein, described automatic
Laydown machine (6,7) includes at least one can be along the arranging apparatus (19) and at least of longitudinal direction (33) and/or horizontal (34) movement
Individual control unit (20), described control unit is configured for controlling described at least one arranging apparatus (19) to keep distance
Part (4) is placed on the position (33,34) calculating in advance.
12. automatic laying machines (6,7) according to claim 11, wherein, described automatic laying machine (6,7) regularly or
Movably constitute.
13. automatic laying machines (6,7) according to claim 11 or 12, wherein, described automatic laying machine (6,7) includes using
The loading depot (9) apart from keeper (4) to be put during replenishing third method step (25).
14. automatic laying machines (6,7) according to any one of claim 11 to 13, wherein, described loading depot (9) has
At least one includes filling area (13) and the rotating disk (12) of taking-up area (14), and/or described loading depot includes at least one and is used for
Deposit the superposed centring pin (15) apart from keeper (4).
15. automatic laying machines (6,7) according to any one of claim 11 to 14, wherein, described at least one put
Device (19) has at least one and tears zero device (8) open, described at least one tear open can deposit in zero device temporarily to be put
Apart from keeper (4).
16. automatic laying machines (6,7) according to any one of claim 11 to 15, wherein, described at least one put
Device (19) includes the device of at least one height for detecting distance keeper (4).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ATA50726/2015A AT517094B1 (en) | 2015-08-17 | 2015-08-17 | Supporting method for supporting a reinforcement construction |
| ATA50726/2015 | 2015-08-17 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106476134A true CN106476134A (en) | 2017-03-08 |
| CN106476134B CN106476134B (en) | 2020-08-04 |
Family
ID=56682045
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610983072.1A Active CN106476134B (en) | 2015-08-17 | 2016-08-17 | Supporting method, concrete prefabricated part manufacturing method and automatic laying machine |
Country Status (7)
| Country | Link |
|---|---|
| EP (2) | EP3517268B1 (en) |
| CN (1) | CN106476134B (en) |
| AT (1) | AT517094B1 (en) |
| DK (2) | DK3517268T3 (en) |
| ES (2) | ES2764387T3 (en) |
| HU (1) | HUE060833T2 (en) |
| PL (2) | PL3517268T3 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113021609A (en) * | 2021-03-11 | 2021-06-25 | 湖南三一快而居住宅工业有限公司 | Production device of concrete prefabricated part |
| CN113894926A (en) * | 2021-08-20 | 2022-01-07 | 广东碧品居建筑工业化有限公司 | Reinforcing bar net piece is place and is gone into integrative equipment of mould |
| CN113927733A (en) * | 2021-11-19 | 2022-01-14 | 上海世微智能科技有限公司 | Production and preparation method of prefabricated external wall panel |
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| DE102019200401A1 (en) * | 2019-01-15 | 2020-07-16 | Herbert Wintersteiger | Method and device for positioning concrete installation elements on a formwork base, and concrete installation element for use in combination with the device |
| DE102019125300A1 (en) * | 2019-09-19 | 2021-03-25 | Häussler Innovation GmbH | Method for the reinforcement of a reinforced concrete component |
| AT17865U1 (en) * | 2020-11-25 | 2023-05-15 | Progress Maschinen & Automation Ag | Method for calculating production parameters of at least one reinforcement |
| CN112976288B (en) * | 2021-04-14 | 2022-06-07 | 展鹏(福建)工贸有限公司 | Production method of automatic brick production line |
| CN113232121B (en) * | 2021-05-27 | 2022-04-19 | 湖南德禹建设有限公司 | Intelligent trolley assembly line rectangular aqueduct translation system and prefabricating method |
| CN113276268B (en) * | 2021-06-24 | 2022-06-07 | 广东省第十一建设有限公司 | Heat preservation laying device is used in prefabricated wall brick processing |
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Also Published As
| Publication number | Publication date |
|---|---|
| EP3165340A2 (en) | 2017-05-10 |
| HUE060833T2 (en) | 2023-04-28 |
| AT517094B1 (en) | 2016-11-15 |
| EP3517268B1 (en) | 2022-10-19 |
| DK3165340T3 (en) | 2020-01-20 |
| CN106476134B (en) | 2020-08-04 |
| EP3517268A1 (en) | 2019-07-31 |
| DK3517268T3 (en) | 2023-01-16 |
| AT517094A4 (en) | 2016-11-15 |
| PL3517268T3 (en) | 2023-02-27 |
| EP3165340B1 (en) | 2019-10-02 |
| ES2934348T3 (en) | 2023-02-21 |
| ES2764387T3 (en) | 2020-06-03 |
| PL3165340T3 (en) | 2020-03-31 |
| EP3165340A3 (en) | 2017-08-16 |
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