CA3151604A1 - Method of reinforcing a reinforced concrete component - Google Patents
Method of reinforcing a reinforced concrete component Download PDFInfo
- Publication number
- CA3151604A1 CA3151604A1 CA3151604A CA3151604A CA3151604A1 CA 3151604 A1 CA3151604 A1 CA 3151604A1 CA 3151604 A CA3151604 A CA 3151604A CA 3151604 A CA3151604 A CA 3151604A CA 3151604 A1 CA3151604 A1 CA 3151604A1
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- reinforcement
- reinforcing steel
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- steel bars
- elements
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- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The present invention relates to a method of producing an individual reinforcement of a future reinforced concrete component.
Description
METHOD OF REINFORCING A REINFORCED CONCRETE COMPONENT
The invention relates to a method of producing an individual reinforcement of a future reinforced concrete component made of prefabricated reinforcement elements.
Usually, a structural engineer plans a reinforcement drawing for a reinforced concrete component, optimally steel quantity-optimized and product-neutral, often already electronically in 3D with the help of a round steel module within a CAD program. This reinforcement drawing is used to create the reinforcements of a reinforced concrete component on site or in tne precast factory and tnen produce the reinforced concrete component. Such a reinforcement drawing contains the position and amount of the reinforcing steel bars to be laid in the upper and lower planar basic reinforcement as well as the further reinforcement elements arranged in between such as spacers, hooks, bent bars, cages and the like. Such a reinforcement drawing already available in 3D electronically is often converted to 2D drawings and used printed on paper.
:he reinforcement drawing is implemented in practice on the site substantially by manually laying the individual cut and bent reinforcing steel bars, which have to be connected to one another by hand using binding wire. This procedure is cumbersome and means considerable working time is required and is uneconomical and especially prone to errors, especially with a growing shortage of labor. It snould therefore be sougqt in principle to use standardized reinforcement elements to implement tne reinforcement drawing, for example in tne form of concrete reinforcement mats, welded wire meshes, mesh cages, amongst others, which can be prefabricated and stored and thus quickly used on the construction site.
The applicant is also familiar with individualized reinforcement elements in the form of uniaxial, roll-out reinforcement steel bar mesnes, in whicn a plurality of parallel reinforcing steel bars are connected to one anotner
The invention relates to a method of producing an individual reinforcement of a future reinforced concrete component made of prefabricated reinforcement elements.
Usually, a structural engineer plans a reinforcement drawing for a reinforced concrete component, optimally steel quantity-optimized and product-neutral, often already electronically in 3D with the help of a round steel module within a CAD program. This reinforcement drawing is used to create the reinforcements of a reinforced concrete component on site or in tne precast factory and tnen produce the reinforced concrete component. Such a reinforcement drawing contains the position and amount of the reinforcing steel bars to be laid in the upper and lower planar basic reinforcement as well as the further reinforcement elements arranged in between such as spacers, hooks, bent bars, cages and the like. Such a reinforcement drawing already available in 3D electronically is often converted to 2D drawings and used printed on paper.
:he reinforcement drawing is implemented in practice on the site substantially by manually laying the individual cut and bent reinforcing steel bars, which have to be connected to one another by hand using binding wire. This procedure is cumbersome and means considerable working time is required and is uneconomical and especially prone to errors, especially with a growing shortage of labor. It snould therefore be sougqt in principle to use standardized reinforcement elements to implement tne reinforcement drawing, for example in tne form of concrete reinforcement mats, welded wire meshes, mesh cages, amongst others, which can be prefabricated and stored and thus quickly used on the construction site.
The applicant is also familiar with individualized reinforcement elements in the form of uniaxial, roll-out reinforcement steel bar mesnes, in whicn a plurality of parallel reinforcing steel bars are connected to one anotner
- 2 -at several points over their length by means of statically non-acting straps, and produced, transported and moved into the resulting component rolled up into a roll, where they just have to be unrolled.
A disadvantage of tnis procedure is that individual conditions of tne individual construction site cannot be sufficiently recorded and therefore manual binding of steel bars is often still necessary.
It is therefore an object of the invention to avoid this disadvantage.
This object is acnieved witn a method of producing an individual reinforcement of a reinforced concrete component made of predominantly prefabricated reinforcement elements, which metnod nas at least tne following steps: - reading in a first reinforcement drawing of the future reinforced concrete component 3ased on reinforcing steel bars having a planar basic reinforcement; - converting the planar basic reinforcement into a modified basic reinforcement, which has reinforcing steel bars tnat are not limited in lengtn in such a way tnat no overlapping of bars results within the basic reinforcement; - calculating a plurality of individual reinforcement elements from tne modified basic reinforcement and the first reinforcement drawing, also by changing the individual reinforcing steel bars in terms of their number, shape, length, diameter, position, steel grade as well as with specification of a laying order for the creation of an individual reinforcement drawing.
:he conversion according to the invention is carried out firstly via tne stage of a computational determination of a modified basic reinforcement of the component, in whicn tne reinforcing steel bars provided by the designer are converted into bars that extend continuously from one side of the future component to the opposite side. The modified basic reinforcement of the respective reinforcement layers of the future reinforced concrete component thus has parallel reinforcing steel bars of any length without overlaps. The reinforcing steel bars can tnerefore also be selected to be
A disadvantage of tnis procedure is that individual conditions of tne individual construction site cannot be sufficiently recorded and therefore manual binding of steel bars is often still necessary.
It is therefore an object of the invention to avoid this disadvantage.
This object is acnieved witn a method of producing an individual reinforcement of a reinforced concrete component made of predominantly prefabricated reinforcement elements, which metnod nas at least tne following steps: - reading in a first reinforcement drawing of the future reinforced concrete component 3ased on reinforcing steel bars having a planar basic reinforcement; - converting the planar basic reinforcement into a modified basic reinforcement, which has reinforcing steel bars tnat are not limited in lengtn in such a way tnat no overlapping of bars results within the basic reinforcement; - calculating a plurality of individual reinforcement elements from tne modified basic reinforcement and the first reinforcement drawing, also by changing the individual reinforcing steel bars in terms of their number, shape, length, diameter, position, steel grade as well as with specification of a laying order for the creation of an individual reinforcement drawing.
:he conversion according to the invention is carried out firstly via tne stage of a computational determination of a modified basic reinforcement of the component, in whicn tne reinforcing steel bars provided by the designer are converted into bars that extend continuously from one side of the future component to the opposite side. The modified basic reinforcement of the respective reinforcement layers of the future reinforced concrete component thus has parallel reinforcing steel bars of any length without overlaps. The reinforcing steel bars can tnerefore also be selected to be
- 3 -any length according to the invention, regardless of the actually possibility of obtaining such extremely long bars.
The further reinforcement parts of the first reinforcement drawing between tne two basic reinforcements are initially not modified in this case. In a furtner step, a plurality of individual reinforcement elements are calculated from this modified basic reinforcement and the further reinforcement parts of the first reinforcement drawing. The reinforcing steel bars intended therefor may also differ according to the invention in terms of number, shape, length, diameter, position, steel quality from those of the first reinforcement drawing in tnat a laying order is specified or additional or other welding points are provided. Likewise, tney may include the further reinforcement parts if doing so also makes installation easier and quicker.
The method according to the invention increases the ease of installation of the reinforcement with great advantage at the expense of a higher material input. This is done in particular by t-le metnod determining structurally undisturbed areas that are easy to reinforce and providing these areas witn reinforcement elements that can be installed easily, quickly and as straight-forwardly as possibly, wnicn are extended into the disturbed areas with, if necessary, additional, further reinforcement elements, increasing the material input. It is highly advantageous that this method can be used in particular with so-called BIM (building information modelling) components, i.e. with those tnat digitally map a -uilding or its parts. This applies especially wnen an 110 format is used. In other words, according to tne invention, a design-optimized reinforcement solution is created from a quantity-optimized reinforcement solution with computational effort. The design-optimized reinforcement solution is realized in particular in reinforcement bodies produced individually for the construction site.
:he metnod according to the invention can include the following furtner steps, wherein all steps of the metnod are
The further reinforcement parts of the first reinforcement drawing between tne two basic reinforcements are initially not modified in this case. In a furtner step, a plurality of individual reinforcement elements are calculated from this modified basic reinforcement and the further reinforcement parts of the first reinforcement drawing. The reinforcing steel bars intended therefor may also differ according to the invention in terms of number, shape, length, diameter, position, steel quality from those of the first reinforcement drawing in tnat a laying order is specified or additional or other welding points are provided. Likewise, tney may include the further reinforcement parts if doing so also makes installation easier and quicker.
The method according to the invention increases the ease of installation of the reinforcement with great advantage at the expense of a higher material input. This is done in particular by t-le metnod determining structurally undisturbed areas that are easy to reinforce and providing these areas witn reinforcement elements that can be installed easily, quickly and as straight-forwardly as possibly, wnicn are extended into the disturbed areas with, if necessary, additional, further reinforcement elements, increasing the material input. It is highly advantageous that this method can be used in particular with so-called BIM (building information modelling) components, i.e. with those tnat digitally map a -uilding or its parts. This applies especially wnen an 110 format is used. In other words, according to tne invention, a design-optimized reinforcement solution is created from a quantity-optimized reinforcement solution with computational effort. The design-optimized reinforcement solution is realized in particular in reinforcement bodies produced individually for the construction site.
:he metnod according to the invention can include the following furtner steps, wherein all steps of the metnod are
- 4 -preferably carried out with computer assistance, where reasonably possible:
minimizing the number of reinforcement elements of the individual reinforcement drawing; - fixing an individual reinforcement element in terms of type and arrangement of the reinforcing steel bars in the individual reinforcement drawing; - generating a machine data set for producing at least one calculated individual reinforcement element; - transferring the machine data set to a production machine and producing at least one individual reinforcement element; - producing the individual reinforcement on-site on a construction site. The last tfiree steps are not an essential part of the method. Aignly advantageously, individual reinforcing steel bars no longer have to be laid by hand and connected to each otner with binding wire; rather, according to the invention, prefabricated reinforcement elements can be used predominantly or exclusively, which respectively replace a plurality of the original individual reinforcing steel bars and which are calculated individually for eacn construction site. This significantly reduces the work time required to produce tne reinforcement on site. The likelihood of installation errors is also nighly advantageously minimized due to the significantly smaller number of parts to be installed and connected. Due to the minimization provided according to the method, the individual reinforcement elements are optimized in their size and shape such that so few of them as possible are required. This further minimizes the work time required to connect tne elements.
:he method preferably also carries out a collision check of the bars so tnat changes in terms of number, is:Jape, length, position and laying order cannot lead to problems.
The method selects the type of reinforcement elements to be produced or used from the uniaxial reinforcement meshes, in particular the roll-out uniaxial reinforcement steel bar meshes, tne biaxial reinforcement mesnes, the edge cages, the connection cages, the welded reinforcing cages and the individual reinforcing steel bars. The use of panel
minimizing the number of reinforcement elements of the individual reinforcement drawing; - fixing an individual reinforcement element in terms of type and arrangement of the reinforcing steel bars in the individual reinforcement drawing; - generating a machine data set for producing at least one calculated individual reinforcement element; - transferring the machine data set to a production machine and producing at least one individual reinforcement element; - producing the individual reinforcement on-site on a construction site. The last tfiree steps are not an essential part of the method. Aignly advantageously, individual reinforcing steel bars no longer have to be laid by hand and connected to each otner with binding wire; rather, according to the invention, prefabricated reinforcement elements can be used predominantly or exclusively, which respectively replace a plurality of the original individual reinforcing steel bars and which are calculated individually for eacn construction site. This significantly reduces the work time required to produce tne reinforcement on site. The likelihood of installation errors is also nighly advantageously minimized due to the significantly smaller number of parts to be installed and connected. Due to the minimization provided according to the method, the individual reinforcement elements are optimized in their size and shape such that so few of them as possible are required. This further minimizes the work time required to connect tne elements.
:he method preferably also carries out a collision check of the bars so tnat changes in terms of number, is:Jape, length, position and laying order cannot lead to problems.
The method selects the type of reinforcement elements to be produced or used from the uniaxial reinforcement meshes, in particular the roll-out uniaxial reinforcement steel bar meshes, tne biaxial reinforcement mesnes, the edge cages, the connection cages, the welded reinforcing cages and the individual reinforcing steel bars. The use of panel
- 5 -reinforcements is thus also possible. These are static reinforcement solutions consisting or a plurality of different bars in terms of diameter, length, distance combined in a plate-like concrete casing. In addition, spacers and other additional reinforcements positioned between the two basic reinforcement layers can be integrated, but this is not compulsory. In the case of uniaxial reinforcement meshes, each of the upper and lower basic reinforcement has two layers of meshes, which are oriented orthogonally to one another. Biaxial or drawing mats are used if tfiey can be used advantageously at tfie respective construction site. Edge and connection cages are used to connect tfie individual reinforcement elements or to connect panel reinforcements and wall reinforcements, whicfi enable a considerable amount of time to be saved compared to laying and bending individual connecting steel bars. These cages are, however, not standardized according to the invention, but rather calculated and produced individually for each construction site, and optimally meet tfie local connection and edge conditions. Additional reinforcements are, according to tfie invention, in particular spacers but also non-modifiable, steel-optimized reinforcing steel bars of the original calculation.
The method according to the invention solves the issue of overlapping and impacts as described below in particular through modifications.
These modifications include sucfi witfi regard to presence, arrangement, lengtfi and diameter of at least one reinforcing steel bar, in particular with tfie addition of sacrificial or supplementary material. :he modified basic reinforcement for producing the individual reinforcement elements is modified here, according to the invention, in particular by extending at least one reinforcing steel bar compared to the original reinforcement drawing with the addition of sacrificial or purely structural supplementary material. Sacrificial material fiere relates to a supplementary material not provided in tfie calculations of the original reinforcement
The method according to the invention solves the issue of overlapping and impacts as described below in particular through modifications.
These modifications include sucfi witfi regard to presence, arrangement, lengtfi and diameter of at least one reinforcing steel bar, in particular with tfie addition of sacrificial or supplementary material. :he modified basic reinforcement for producing the individual reinforcement elements is modified here, according to the invention, in particular by extending at least one reinforcing steel bar compared to the original reinforcement drawing with the addition of sacrificial or purely structural supplementary material. Sacrificial material fiere relates to a supplementary material not provided in tfie calculations of the original reinforcement
- 6 -drawing. However, such an addition of sacrificial material, which in principle increases costs and should therefore be avoided, has particular advantages in areas where the load is not predominantly static, where welding is not permitted and tnerefore ends of reinforcing steel bars cannot be connected with straps. An extension of reinforcing steel bars is also provided according to the invention to be able to connect reinforcement meshes with edge or connection cages or to guide a reinforcing steel bar up to the next assembly belt or to the next assembly bar in order to enable attachment to at least two mounting elements without additional individual connecting steel bars being required.
Such reinforcement elements also have an extension which must ensure sufficient overlap of a reinforcement joint after an obstacle to be overcome. Alternatively such an extended reinforcement element is one that is the extension itself, i.e. two individual reinforcement elements such as uniaxial roll mats that cannot be unrolled together because they are separated by an obstacle, to be connected to eacn other by overlapping. Altnough tne extension of reinforcement steel bars according to the invention beyond the originally calculated amount required for the structure is more expensive, the resulting simpler and quicker installation means that a significant amount of time is saved when constructing the reinforcement. This is particularly advantageous as staffing costs make up a large proportion of the total costs of reinforcement construction.
According to tne invention, it is envisaged to provide overlaps at adjacent joints of the reinforcement elements with the help of extended reinforcing steel bars of a reinforcement element. According to the invention, it is therefore possible to offset the reinforcing steel bars of a reinforcement element relative to those of the two adjacent reinforcement elements and thus deviate the position of these offset reinforcement elements relative to tne calculated modified basic reinforcement. They are offset nere in particular by tne diameter of a reinforcing steel bar, _ 7 _ whereby two adjacent meshes (reinforcement elements) can be laid to overlap without the reinforcing steel bars coming to rest on each other. In this connection, it is also in accordance witn the invention wnen producing reinforcement elements in tne form of uniaxial, rollable reinforcement meshes to move tne strip or strips lying in tne subsequent overlap region as mounting elements of the bars of a mesh along the longitudinal axis of the reinforcing steel bars such that a height collision is avoided and the level of the reinforcement layer is maintained. The modifications also include an automatic displacement of reinforcing steel bars due to macnine specifications in the production process, for example a minimum distance of tne reinforcing steel bars due to the production plant.
As well as the modification, there is also the additional calculation and creation of overlapping reinforcement elements, in particular in the form of correspondingly axially short overlapping meshes from parallel reinforcing steel bars, which are designed to be connected to mounting elements and are respectively placed to be overlapping between adjacent abutting reinforcement mesnes. Mounting elements are statically non-acting straps in the case of uniaxial reinforcement meshes, and statically acting or non-acting mounting bars in the case of uniaxial or biaxial meshes.
According to the invention, two or more reinforcement elements can also be produced and transported connected to one another by means of continuous mounting elements, which are only separated during installation on site at in particular correspondingly marked areas by cutting through the mounting elements.
In particular in the case of reinforcement elements that form the upper layer of a basic reinforcement, the method according to the invention envisages moving reinforcing steel bars and/or adding additional reinforcing steel bars, possibly by reduction of tne diameters of the reinforcing steel bars in question, if tney are otherwise too far apart for a worker to walk safely, for example when concreting the reinforced concrete component. In this embodiment too, the basic principle of the invention is applied to simplify and accelerate the installation of the reinforcement elements using additional materials by producing an installation-optimized design from a quantity-optimized design. This preferably occurs electronically.
In one embodiment of the method according to the invention, it is envisaged that extended reinforcing steel bars in the area of the sacrificial material are connected to a mounting element, wfiicfi is possibly also extended, sucfi as a strap or bar. If original ends of the extended reinforcing steel bars are found in areas where welding is not allowed, it is impossible to weld on tfie connecting mounting straps in the area concerned. Accordingly, the ends of the reinforcing steel bars would end up disadvantageously unconnected and loose. Extending the reinforcing steel bars by a purely structural and statistically insignificant length enables welding in tnis area and thus tne attacnment of mounting elements connecting tfie reinforcing steel bars to each otfier.
:his results in position stabilization of the reinforcing steel bars.
In a further development of the method, it is envisaged to produce additional reinforcing bars for edge regions of the reinforcement steel bar meshes in the reinforcement, in which the reinforcing steel bars were shortened. In other words, when there are recesses in edge regions of the reinforcement meshes, reinforcing steel bars cut from the recess are reinforced at tfieir ends adjacent to tfie recess by additional calculated reinforcing steel bars. :his ensures compressive and tensile forces are transferred between the reinforcing steel bars with a shorter length and the reinforcing steel bars in the area of the recesses without this hindering or preventing the reinforcement mesh from being simply unrolled or laid out beyond tfie recess. :his again means significant time savings in construction, which in terms of process optimization outweighs the fact that additional material is used.
The individual reinforcement elements are also calculated with recesses according to the invention, wherein additional individual reinforcing steel bars are inserted by computer for the ions omitted in tne area of tne recess. These are extended if required in order to be attached to two mounting elements. Recesses may be necessary because of holes or indentations or wall connections projecting vertically into the reinforcement layer or the like. At these points, only the mounting straps are rolled out; tne additional reinforcing steel bars provided according to the invention then ensure tnat forces are transmitted around these obstacles. The additional materials required are outweighed in turn by considerable time savings in construction.
The method according to the invention also envisages calculating the length of the reinforcing steel bars such that reinforcement meshes and edge cages can be connected by reinforcing steel bars of the reinforcement mesh overlapping into tne edge cages. In this way, reinforcement meshes and edge cages can be connected to one another witnout having to use additional reinforcing steel bars.
When computationally creating the reinforcement elements from the basic reinforcement, individual additional bars are also possible according to the invention for reinforcement elements and are not or cannot be integrated therein. In this way, prefabrication of tne reinforcement elements can also occur if a reinforcing steel bar cannot be integrated into a prefabricated reinforcement element for production or technical reasons associated with reinforcement. :he manual addition of the correspondinc reinforcing steel bar still ensures the reinforcement required from a structural point of view.
The method according to the invention also envisages that individual reinforcement elements are fixed in type, shape, position or design in tneir production from the modified basic reinforcement. The actual conditions on the construction site are sometimes different than previously calculated. The resulting need to modify parts of the reinforcement occurs by renewed production of the reinforcement elements from tge modified basic reinforcement and the furtger reinforcements of tge first reinforcement drawing, wherein the fixed reinforcement elements can, however, no longer be modified. This highly advantageously prevents modifications in a larger quantity of reinforcement elements due to a local change only.
One embodiment of the invention is outlined below using several figures, wierein in the figures:
Fig. 1: snows in detail in three partial figures a), b) and c) a scqematic reinforcement drawing before and after application of the met-lod according to the invention and Fig. 2a-d: shows in detail details of redesigned individual reinforcement elements.
Fig. 1 schematically shows in three partial figures a reinforcement drawing for a component before and after application of tqe method according to the invention.
Partial figure a) snows the original, preferably quantity-optimized and product-neutral reinforcement drawing of an outlined reinforced concrete structure 1 coming from the structural engineer, which reinforced concrete structure 1 is based on reinforcing steel bars 3 and has a whole row of overlaps 6. These are arranged arbitrarily as a function of the lengtq of tqe underlying reinforcing steel bars 2 used.
Spacers and otger parts of tqe reinforcement lying below or above tqe drawing plane are not sqown. A layer of the planar basic reinforcement alone is shown, whicq is often modified to a greater extent by the method according to the invention than the mentioned, non-illustrated parts of the reinforcement.
Partial figure 3) represents the modified basic reinforcement produced computationally from the original first reinforcement drawing in the first step of the method according to tqe invention, in which reinforcing steel bars 3 with unlimited lengths are used computationally such that a completely overlap-free modified basic reinforcement is calculated.
Partial figure c) scnematically shows a plurality of reinforcement elements calculated individually for each construction site and produced from the modified basic reinforcement via the method and according to the invention, in this case two reinforcement elements 4, 4'. According to the invention, this achieves simpler installation at the cost of a greater amount of material. Of course, considerably more tnan tne two illustrated reinforcement elements 4, 4' are actually calculated.
:he reinforcement elements 4, 4' calculated in this way respectively have reinforcing steel bars 3 arranged at certain distances and linked by mounting elements 5. In order to achieve a sufficient static effect despite separation, supplementary material 7 in the form of extensions of the reinforcing steel bars 3 was inserted into end regions of a further reinforcement element 4' adjoining tne reinforcement element 4, resulting in overlaps 6 of the reinforcing steel bars of the two reinforcement elements 4, 4'. The mounting straps 5 secure a stable distance of tne reinforcing steel bars 3 of the reinforcement elements 4, 4' and at the same time prevent spread of ends of reinforcing steel bars 3, which would cause undesirable lateral or vertical forces. It can also be seen that the strap 5' of the first reinforcement element 4 was displaced away from the end region along the longitudinal axis of the reinforcing steel bars 3 so that there is no vertical stacking of the two elements 4, 4'. In the example snown, the laying order is tnus also set as initially the element 4' has to be unrolled, followed by element 4 in overlapping order. It can also be seen that the reinforcing steel bars 3 of the element 4 in comparison to those of the element 4' were displaced by a bar diameter so that no collision situation arises. :he metnod according to the invention automatically carries out sucn a procedure. It can also be seen that in addition the reinforcing steel bars 3 of the element 4 were extended to produce an overlap 6.
This overlap was not present in the original reinforcing drawing in accordance with partial figure a); instead of a continuous, ordered joint, there were a plurality of "wildly"
distributed joints.
Fig. 2 snows in detailed figures 2a) to 2d) details of redesigned individual reinforcement elements. The redesign occurs in particular such that undisturbed special areas are identified from the modified basic reinforcement 2 and appropriate reinforcement elements are produced for these, which can be unrolled or laid without disturbance and which are supplemented with additionally produced and specially laid reinforcements in the structurally disturbed areas.
Fig. 2a scqematically snows an exemplary reinforcement drawing produced with the method according to the invention for a reinforced concrete component 1. The reinforcement was implemented based on a reinforcement element 4 in the form of a uniaxial reinforcement mesh, which has reinforcing steel bars 3 spaced apart which are linked to one another by mounting straps 5. A disturbance 9 is taken into account such that a strap 5' was displaced from an original relative position illustrated witg dashed lines to the position illustrated with solid lines in order to shorten the free ends 3' of the reinforcing steel bars 3 and thus guarantee installation. The top two reinforcing steel bars 3 were also shortened to leave out an area disturbed by the area 9 and maintain tqe ability to unroll.
Fig. 2b scqematically snows a further reinforcement element 4 with mounting bars 5 and reinforcing steel bars 3. The otherwise free ends 10 of shorter bars 3 are extended by tqe supplementary material 7 in order to be attached to the next mounting bar 5 and thus to at least two mounting elements 5.
Fig. 2c shows part of a prefabricated, roll-out reinforcement element 4. The reinforcement element 4 is provided for installation in areas in wgicq welding is not allowed due to not exclusively static load, or in wqicq a welded reinforcing steel bar 3 can no longer be effectively evaluated from the welding point for the structure analysis. A weld line 11 intersects the reinforcing steel bars 3, which therefore end there according to the modified basic reinforcement. In order to keep tqese free ends 10 layable, a supplementary material
Such reinforcement elements also have an extension which must ensure sufficient overlap of a reinforcement joint after an obstacle to be overcome. Alternatively such an extended reinforcement element is one that is the extension itself, i.e. two individual reinforcement elements such as uniaxial roll mats that cannot be unrolled together because they are separated by an obstacle, to be connected to eacn other by overlapping. Altnough tne extension of reinforcement steel bars according to the invention beyond the originally calculated amount required for the structure is more expensive, the resulting simpler and quicker installation means that a significant amount of time is saved when constructing the reinforcement. This is particularly advantageous as staffing costs make up a large proportion of the total costs of reinforcement construction.
According to tne invention, it is envisaged to provide overlaps at adjacent joints of the reinforcement elements with the help of extended reinforcing steel bars of a reinforcement element. According to the invention, it is therefore possible to offset the reinforcing steel bars of a reinforcement element relative to those of the two adjacent reinforcement elements and thus deviate the position of these offset reinforcement elements relative to tne calculated modified basic reinforcement. They are offset nere in particular by tne diameter of a reinforcing steel bar, _ 7 _ whereby two adjacent meshes (reinforcement elements) can be laid to overlap without the reinforcing steel bars coming to rest on each other. In this connection, it is also in accordance witn the invention wnen producing reinforcement elements in tne form of uniaxial, rollable reinforcement meshes to move tne strip or strips lying in tne subsequent overlap region as mounting elements of the bars of a mesh along the longitudinal axis of the reinforcing steel bars such that a height collision is avoided and the level of the reinforcement layer is maintained. The modifications also include an automatic displacement of reinforcing steel bars due to macnine specifications in the production process, for example a minimum distance of tne reinforcing steel bars due to the production plant.
As well as the modification, there is also the additional calculation and creation of overlapping reinforcement elements, in particular in the form of correspondingly axially short overlapping meshes from parallel reinforcing steel bars, which are designed to be connected to mounting elements and are respectively placed to be overlapping between adjacent abutting reinforcement mesnes. Mounting elements are statically non-acting straps in the case of uniaxial reinforcement meshes, and statically acting or non-acting mounting bars in the case of uniaxial or biaxial meshes.
According to the invention, two or more reinforcement elements can also be produced and transported connected to one another by means of continuous mounting elements, which are only separated during installation on site at in particular correspondingly marked areas by cutting through the mounting elements.
In particular in the case of reinforcement elements that form the upper layer of a basic reinforcement, the method according to the invention envisages moving reinforcing steel bars and/or adding additional reinforcing steel bars, possibly by reduction of tne diameters of the reinforcing steel bars in question, if tney are otherwise too far apart for a worker to walk safely, for example when concreting the reinforced concrete component. In this embodiment too, the basic principle of the invention is applied to simplify and accelerate the installation of the reinforcement elements using additional materials by producing an installation-optimized design from a quantity-optimized design. This preferably occurs electronically.
In one embodiment of the method according to the invention, it is envisaged that extended reinforcing steel bars in the area of the sacrificial material are connected to a mounting element, wfiicfi is possibly also extended, sucfi as a strap or bar. If original ends of the extended reinforcing steel bars are found in areas where welding is not allowed, it is impossible to weld on tfie connecting mounting straps in the area concerned. Accordingly, the ends of the reinforcing steel bars would end up disadvantageously unconnected and loose. Extending the reinforcing steel bars by a purely structural and statistically insignificant length enables welding in tnis area and thus tne attacnment of mounting elements connecting tfie reinforcing steel bars to each otfier.
:his results in position stabilization of the reinforcing steel bars.
In a further development of the method, it is envisaged to produce additional reinforcing bars for edge regions of the reinforcement steel bar meshes in the reinforcement, in which the reinforcing steel bars were shortened. In other words, when there are recesses in edge regions of the reinforcement meshes, reinforcing steel bars cut from the recess are reinforced at tfieir ends adjacent to tfie recess by additional calculated reinforcing steel bars. :his ensures compressive and tensile forces are transferred between the reinforcing steel bars with a shorter length and the reinforcing steel bars in the area of the recesses without this hindering or preventing the reinforcement mesh from being simply unrolled or laid out beyond tfie recess. :his again means significant time savings in construction, which in terms of process optimization outweighs the fact that additional material is used.
The individual reinforcement elements are also calculated with recesses according to the invention, wherein additional individual reinforcing steel bars are inserted by computer for the ions omitted in tne area of tne recess. These are extended if required in order to be attached to two mounting elements. Recesses may be necessary because of holes or indentations or wall connections projecting vertically into the reinforcement layer or the like. At these points, only the mounting straps are rolled out; tne additional reinforcing steel bars provided according to the invention then ensure tnat forces are transmitted around these obstacles. The additional materials required are outweighed in turn by considerable time savings in construction.
The method according to the invention also envisages calculating the length of the reinforcing steel bars such that reinforcement meshes and edge cages can be connected by reinforcing steel bars of the reinforcement mesh overlapping into tne edge cages. In this way, reinforcement meshes and edge cages can be connected to one another witnout having to use additional reinforcing steel bars.
When computationally creating the reinforcement elements from the basic reinforcement, individual additional bars are also possible according to the invention for reinforcement elements and are not or cannot be integrated therein. In this way, prefabrication of tne reinforcement elements can also occur if a reinforcing steel bar cannot be integrated into a prefabricated reinforcement element for production or technical reasons associated with reinforcement. :he manual addition of the correspondinc reinforcing steel bar still ensures the reinforcement required from a structural point of view.
The method according to the invention also envisages that individual reinforcement elements are fixed in type, shape, position or design in tneir production from the modified basic reinforcement. The actual conditions on the construction site are sometimes different than previously calculated. The resulting need to modify parts of the reinforcement occurs by renewed production of the reinforcement elements from tge modified basic reinforcement and the furtger reinforcements of tge first reinforcement drawing, wherein the fixed reinforcement elements can, however, no longer be modified. This highly advantageously prevents modifications in a larger quantity of reinforcement elements due to a local change only.
One embodiment of the invention is outlined below using several figures, wierein in the figures:
Fig. 1: snows in detail in three partial figures a), b) and c) a scqematic reinforcement drawing before and after application of the met-lod according to the invention and Fig. 2a-d: shows in detail details of redesigned individual reinforcement elements.
Fig. 1 schematically shows in three partial figures a reinforcement drawing for a component before and after application of tqe method according to the invention.
Partial figure a) snows the original, preferably quantity-optimized and product-neutral reinforcement drawing of an outlined reinforced concrete structure 1 coming from the structural engineer, which reinforced concrete structure 1 is based on reinforcing steel bars 3 and has a whole row of overlaps 6. These are arranged arbitrarily as a function of the lengtq of tqe underlying reinforcing steel bars 2 used.
Spacers and otger parts of tqe reinforcement lying below or above tqe drawing plane are not sqown. A layer of the planar basic reinforcement alone is shown, whicq is often modified to a greater extent by the method according to the invention than the mentioned, non-illustrated parts of the reinforcement.
Partial figure 3) represents the modified basic reinforcement produced computationally from the original first reinforcement drawing in the first step of the method according to tqe invention, in which reinforcing steel bars 3 with unlimited lengths are used computationally such that a completely overlap-free modified basic reinforcement is calculated.
Partial figure c) scnematically shows a plurality of reinforcement elements calculated individually for each construction site and produced from the modified basic reinforcement via the method and according to the invention, in this case two reinforcement elements 4, 4'. According to the invention, this achieves simpler installation at the cost of a greater amount of material. Of course, considerably more tnan tne two illustrated reinforcement elements 4, 4' are actually calculated.
:he reinforcement elements 4, 4' calculated in this way respectively have reinforcing steel bars 3 arranged at certain distances and linked by mounting elements 5. In order to achieve a sufficient static effect despite separation, supplementary material 7 in the form of extensions of the reinforcing steel bars 3 was inserted into end regions of a further reinforcement element 4' adjoining tne reinforcement element 4, resulting in overlaps 6 of the reinforcing steel bars of the two reinforcement elements 4, 4'. The mounting straps 5 secure a stable distance of tne reinforcing steel bars 3 of the reinforcement elements 4, 4' and at the same time prevent spread of ends of reinforcing steel bars 3, which would cause undesirable lateral or vertical forces. It can also be seen that the strap 5' of the first reinforcement element 4 was displaced away from the end region along the longitudinal axis of the reinforcing steel bars 3 so that there is no vertical stacking of the two elements 4, 4'. In the example snown, the laying order is tnus also set as initially the element 4' has to be unrolled, followed by element 4 in overlapping order. It can also be seen that the reinforcing steel bars 3 of the element 4 in comparison to those of the element 4' were displaced by a bar diameter so that no collision situation arises. :he metnod according to the invention automatically carries out sucn a procedure. It can also be seen that in addition the reinforcing steel bars 3 of the element 4 were extended to produce an overlap 6.
This overlap was not present in the original reinforcing drawing in accordance with partial figure a); instead of a continuous, ordered joint, there were a plurality of "wildly"
distributed joints.
Fig. 2 snows in detailed figures 2a) to 2d) details of redesigned individual reinforcement elements. The redesign occurs in particular such that undisturbed special areas are identified from the modified basic reinforcement 2 and appropriate reinforcement elements are produced for these, which can be unrolled or laid without disturbance and which are supplemented with additionally produced and specially laid reinforcements in the structurally disturbed areas.
Fig. 2a scqematically snows an exemplary reinforcement drawing produced with the method according to the invention for a reinforced concrete component 1. The reinforcement was implemented based on a reinforcement element 4 in the form of a uniaxial reinforcement mesh, which has reinforcing steel bars 3 spaced apart which are linked to one another by mounting straps 5. A disturbance 9 is taken into account such that a strap 5' was displaced from an original relative position illustrated witg dashed lines to the position illustrated with solid lines in order to shorten the free ends 3' of the reinforcing steel bars 3 and thus guarantee installation. The top two reinforcing steel bars 3 were also shortened to leave out an area disturbed by the area 9 and maintain tqe ability to unroll.
Fig. 2b scqematically snows a further reinforcement element 4 with mounting bars 5 and reinforcing steel bars 3. The otherwise free ends 10 of shorter bars 3 are extended by tqe supplementary material 7 in order to be attached to the next mounting bar 5 and thus to at least two mounting elements 5.
Fig. 2c shows part of a prefabricated, roll-out reinforcement element 4. The reinforcement element 4 is provided for installation in areas in wgicq welding is not allowed due to not exclusively static load, or in wqicq a welded reinforcing steel bar 3 can no longer be effectively evaluated from the welding point for the structure analysis. A weld line 11 intersects the reinforcing steel bars 3, which therefore end there according to the modified basic reinforcement. In order to keep tqese free ends 10 layable, a supplementary material
7 illustrated with dasfied lines is added in order to enable welding to tfie closest mounting strap 5. This welding is, however, not statically relevant as the statically acting areas, illustrated with solid lines, of the bars 3 are not affected. The mounting element 5 was therefore likewise extended into this area.
Fig. 2d scfiematically illustrates a section of a prefabricated reinforcement element 4, which has a recess 12, for example a ceiling fiole, within the surface it spans.
In order to be able to lay tfie reinforcement element 4 over this disturbance, the reinforcing bars 3 are shortened in its area. According to the invention, supplementary material in the form of additional reinforcinc steel bars 3' has been added to transfer forces in the region of the recess 12 and additionally extended for attachment to the mounting straps 5. Thus, according to the invention, a reinforcement based on a prefabricated reinforcement element 4 is in turn made possible by adding supplementary material 7.
A reinforcement element, in which the diameter of reinforcing steel bars was reduced and its distance decreased is not shown, nor is one, in which the diameter of reinforcing steel bars was increased and the distance of the reinforcing steel bars was increased. Such adjustments are also according to the invention, as is an adjustment of tfie steel quality.
REFERENCE LIST
1 reinforced concrete component 2 modified basic reinforcement 3 reinforcing steel bar 3' additional reinforcing steel bar 4 reinforcement element 4' furtfier reinforcement element mounting element (mounting strap) 6 overlap supplementary material
Fig. 2d scfiematically illustrates a section of a prefabricated reinforcement element 4, which has a recess 12, for example a ceiling fiole, within the surface it spans.
In order to be able to lay tfie reinforcement element 4 over this disturbance, the reinforcing bars 3 are shortened in its area. According to the invention, supplementary material in the form of additional reinforcinc steel bars 3' has been added to transfer forces in the region of the recess 12 and additionally extended for attachment to the mounting straps 5. Thus, according to the invention, a reinforcement based on a prefabricated reinforcement element 4 is in turn made possible by adding supplementary material 7.
A reinforcement element, in which the diameter of reinforcing steel bars was reduced and its distance decreased is not shown, nor is one, in which the diameter of reinforcing steel bars was increased and the distance of the reinforcing steel bars was increased. Such adjustments are also according to the invention, as is an adjustment of tfie steel quality.
REFERENCE LIST
1 reinforced concrete component 2 modified basic reinforcement 3 reinforcing steel bar 3' additional reinforcing steel bar 4 reinforcement element 4' furtfier reinforcement element mounting element (mounting strap) 6 overlap supplementary material
8 peripnery
9 recess free end 11 weld line 12 recess
Claims (9)
1. A method of producing an individual reinforcement of a reinforced concrete component (1) made of predominantly prefabricated reinforcement elements (4) at least having the following steps:
reading in a first reinforcement drawing of the future reinforced concrete component (1) based on reinforcing steel oars (3) having a planar basic reinforcement;
converting tqe planar basic reinforcement into a modified basic reinforcement (2), wiich has reinforcing steel oars that are not limited in length in such a way that no overlapping of bars results within the basic reinforcement;
calculating a plurality of individual reinforcement elements (4) from the modified basic reinforcement (2) and the first reinforcement drawing, also by changing the individual reinforcing steel bars (3) in terms of their number, shape, length, diameter, position, steel grade as well as with specification of a laying order for the creation of an individual reinforcement drawing.
The methoc as claimec in claim 1, further having one or more of tie following steps:
minimizinc tie numoer of reinforcement elements (4) of the individual reinforcement drawing;
fixing an individual reinforcement element (4) in terms of type and arrangement of the reinforcing steel bars (3) in the individual reinforcement drawing;
- generatinc a machine data set for producing at least one calculated individual reinforcement element (4);
transferring the machine data set to a production machine and producing at least one individual reinforcement element (4);
producing the individual reinforcement on-site on a construction site.
reading in a first reinforcement drawing of the future reinforced concrete component (1) based on reinforcing steel oars (3) having a planar basic reinforcement;
converting tqe planar basic reinforcement into a modified basic reinforcement (2), wiich has reinforcing steel oars that are not limited in length in such a way that no overlapping of bars results within the basic reinforcement;
calculating a plurality of individual reinforcement elements (4) from the modified basic reinforcement (2) and the first reinforcement drawing, also by changing the individual reinforcing steel bars (3) in terms of their number, shape, length, diameter, position, steel grade as well as with specification of a laying order for the creation of an individual reinforcement drawing.
The methoc as claimec in claim 1, further having one or more of tie following steps:
minimizinc tie numoer of reinforcement elements (4) of the individual reinforcement drawing;
fixing an individual reinforcement element (4) in terms of type and arrangement of the reinforcing steel bars (3) in the individual reinforcement drawing;
- generatinc a machine data set for producing at least one calculated individual reinforcement element (4);
transferring the machine data set to a production machine and producing at least one individual reinforcement element (4);
producing the individual reinforcement on-site on a construction site.
2. The methoc as claimec in claim 1 or 2, in which the individual reinforcement elements (4) are selected from the uniaxial reinforcement meshes, in particular the roll-out uniaxial reinforcement steel bar meshes, the biaxial reinforcement meshes, the edge cages, the connection cages, the welded reinforcing cages and the individual reinforcing steel bars.
3. The method as claimed in claim 1, 2 or 3, in which at least one reinforcement element (4) is modified in comparison with the modified basic reinforcement with regard to presence, arrangement, length and diameter of at least one reinforcing steel bar (3), in particular with the addition of sacrificial or supplementary material (7).
4. The methoc as claimec in one of the preceding claims, in which the arrangement of a mountinc element (5) of the reinforcement element (4) is changed within the reinforcement element (4).
5. The method as claimed in one of the preceding claims, in which the first reinforcement drawing is read in electronically, wherein this is in particular a quantity-optimized and product-neutral first reinforcement drawing.
6. The method as claimed in one of the preceding claims, in which recesses (12) are provided within a roll-out reinforcement element, wherein additional reinforcing steel bars (3') are inserted by computer in edge regions of the reinforcement meshes bordering the recesses (12).
7. The methoc as claimec in one of the preceding claims, in which reinforcement meshes and edge cages are connectec during assembly in such a way that reinforcing steel bars (3) of reinforcement meshes overlap into the edge cages.
8. The method as claimed in one of the preceding claims, in which mounting elements (5) of the reinforcement meshes are separated during assembly at marked points.
9. The method as claimed in one of the preceding claims, in which additional bars are added for bars of the basic reinforcement (2), wqich cannot be integrated into prefabricated reinforcement elements (4).
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102019125300.4 | 2019-09-19 | ||
| DE102019125300.4A DE102019125300A1 (en) | 2019-09-19 | 2019-09-19 | Method for the reinforcement of a reinforced concrete component |
| PCT/EP2020/073661 WO2021052718A1 (en) | 2019-09-19 | 2020-08-24 | Method of reinforcing a reinforced concrete component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA3151604A1 true CA3151604A1 (en) | 2021-03-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CA3151604A Pending CA3151604A1 (en) | 2019-09-19 | 2020-08-24 | Method of reinforcing a reinforced concrete component |
Country Status (9)
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| US (1) | US20220412088A1 (en) |
| EP (1) | EP4031721A1 (en) |
| JP (1) | JP2022549812A (en) |
| CN (1) | CN114423914B (en) |
| AU (1) | AU2020348961A1 (en) |
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| CA (1) | CA3151604A1 (en) |
| DE (1) | DE102019125300A1 (en) |
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| AT524506A1 (en) * | 2020-11-25 | 2022-06-15 | Progress Maschinen & Automation Ag | Method for calculating production parameters of at least one reinforcement |
| DE102021117313A1 (en) | 2021-07-05 | 2023-01-05 | Bam Ag | Transport and roll-up aid for uniaxial reinforcing steel bar mats |
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| US6263629B1 (en) * | 1998-08-04 | 2001-07-24 | Clark Schwebel Tech-Fab Company | Structural reinforcement member and method of utilizing the same to reinforce a product |
| JP3732781B2 (en) * | 2000-05-15 | 2006-01-11 | 健介 朝倉 | Method for removing part of concrete structure and flat jack |
| JP2006219838A (en) * | 2005-02-08 | 2006-08-24 | Yoshiyuki Ogushi | Reinforcing iron bar support, method of reinforcing concrete skeleton using reinforcing iron bar support, and reinforcing structure of concrete skeleton |
| KR20090016076A (en) * | 2007-08-10 | 2009-02-13 | 주식회사 도화구조 | Method for designing reinforced concrete column and computer-readable record medium having program for implementing the method |
| IT1400333B1 (en) * | 2009-11-13 | 2013-05-24 | A W M Spa | METHOD AND MACHINE FOR AUTOMATIC ASSEMBLY OF COMPLEX CAGES FORMED BY ELECTROSALDATE METALLIC NETWORKS. |
| CN102108715B (en) * | 2011-01-26 | 2012-09-26 | 河海大学 | Orthogonal grid numerical reinforcement method for cylindrically structured buildings |
| CN102080426A (en) * | 2011-02-14 | 2011-06-01 | 上海富春建业科技股份有限公司 | Steel wire mesh autoclaved aerated concrete slab |
| CN202530597U (en) * | 2011-07-26 | 2012-11-14 | 户志成 | Ultrathin lightweight wall |
| JP5964129B2 (en) * | 2012-05-22 | 2016-08-03 | 前田建設工業株式会社 | Design method, design apparatus, and design program for reinforced concrete beam or column having openings |
| DE102013111064A1 (en) * | 2013-10-07 | 2015-04-09 | Häussler Innovation GmbH | Reinforcing steel bar mat, method for its production and method for its laying |
| KR101607886B1 (en) * | 2015-07-30 | 2016-04-11 | 단국대학교 산학협력단 | Automatic generation system of rebar shop drawing using 3D model |
| AT517094B1 (en) * | 2015-08-17 | 2016-11-15 | Progress Holding Ag | Supporting method for supporting a reinforcement construction |
| AT517912B1 (en) * | 2015-10-21 | 2019-03-15 | Hubert Ing Rapperstorfer | Production plant for the production of reinforcement elements |
| CN105488301B (en) * | 2015-12-24 | 2018-09-25 | 上海市基础工程集团有限公司 | Three-dimensional steel version of tendon and muscle quadrat method |
| CN106326556B (en) * | 2016-08-24 | 2019-08-30 | 广州地铁设计研究院股份有限公司 | A kind of structure reinforcing bars calculate and three-dimensional modeling method |
| CN106354968B (en) * | 2016-09-14 | 2019-10-15 | 中国铁路设计集团有限公司 | Prestressed concrete continuous beam design method based on BIM technology |
| CN108021722A (en) * | 2016-11-02 | 2018-05-11 | 香港科技大学深圳研究院 | The design method and system of reinforced beam based on Building Information Model |
| CN106968453A (en) * | 2017-04-24 | 2017-07-21 | 华南理工大学 | A kind of reinforced column welding ring muscle ruggedized construction and its construction method |
| CN207032662U (en) * | 2017-07-05 | 2018-02-23 | 大连三川建筑科技有限公司 | A kind of prefabricated beam |
| CN108427814B (en) * | 2017-08-12 | 2021-07-20 | 中民筑友科技投资有限公司 | Assembled wall steel bar data processing method and device |
| CN108595854B (en) * | 2018-04-28 | 2019-11-05 | 天津市热电设计院有限公司 | A kind of steel reinforcement cage calculation method of armored concrete anchor block |
| BR102019020121A2 (en) * | 2019-09-26 | 2021-04-20 | Joaquim Antonio Caracas Nogueira | constructive system for assembly, assembly conference and conference of stretches of greased strings in civil construction |
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| US20220412088A1 (en) | 2022-12-29 |
| WO2021052718A1 (en) | 2021-03-25 |
| JP2022549812A (en) | 2022-11-29 |
| BR112022004460A2 (en) | 2022-05-31 |
| AU2020348961A1 (en) | 2022-04-07 |
| BR112022004460A8 (en) | 2022-06-21 |
| DE102019125300A1 (en) | 2021-03-25 |
| EP4031721A1 (en) | 2022-07-27 |
| CN114423914B (en) | 2023-10-24 |
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