[0001] The invention refers to a machine that assembles automatically -by method of welding-
the shaped iron rods with straightened ones, thus creating concrete reinforcement,
which is essential for the construction of buildings.
[0002] It has the ability to assemble different types of concrete reinforcement of various
shapes and sizes which may be either of closed or opened type, such as straightened
iron rods with square, rectangular, polygon, multi-sectional etc shapes known as stirrups.
[0003] Until today, the common technique for the assembling of concrete reinforcement was
that of forming the iron rods into various shapes (stirrups), their setting in definite
-between them- distances and then tying them by use of wire or by manual welding at
the points where they intersect with the straightened iron rods, creating the concrete
reinforcement.
[0004] This way of assembling and constructing concrete reinforcement leads to the requirement
of considerable time and to small production.
[0005] Another way of concrete reinforcement assembly concerns an invention of our conception,
Patent No: 980100509, regarding Automatic Assembling Machine of shaped iron concrete
rods with straightened ones. It concerns a machine that functions entirely automatically
via computer, yet with a different structure and design than those described at the
present invention.
[0006] The
Automatic Assembler of Concrete Reinforcement consists of an immovable metal frame upon which all those mechanisms and components
that compose it are installed.
[0007] On the frame is adjusted the immovable base with the movable guides of the iron rod
and the movable base with the movable guides of the iron rod, which has the ability
of accession-descent of the entire system as well as its adjustment according to the
size of the concrete reinforcement to be assembled. Moreover, the movable base has
the mechanism for the automatic propulsion of the shape (stirrup) at the assembling
point and the supporting bars of the formed shapes that are -simultaneously- used
as guides, in case of assembling the straightened rod at the corners of the shape.
[0008] The assembling of the reinforcement is achieved via the two mobile columns adjusted
on to glide-guides and they have the ability to open-close as well as to move forwards-backwards;
in addition the upper part of every column can move independently (opening-closing).
[0009] On the upper and lower part of every column, the system of holding-welding and propulsion
of the concrete reinforcement is adjusted, which has the ability to move upwards-downwards
and to adjust depending on the size of the concrete reinforcement.
[0010] The assembled concrete reinforcement is based on a corresponding bench.
[0011] The advantage of this invention is that for the assembling of the concrete reinforcement
(main or auxiliary) the automatic procedure is followed by use of minimum mechanisms
and components, which achieve the result.
[0012] It has the ability to accept all the gathered -to-be-assembled- formed shapes of
closed or opened type (square, circular, polygon, multi-sectional etc of different
sizes) in a -self-contained from the assembling- space, which one by one are propelled
to be assembled automatically or manually.
[0013] Via the guides of the iron rod the straightened rods are propelled simultaneously
with the propulsion of the assembled concrete reinforcement.
[0014] The system of holding-welding and propulsion of the concrete reinforcement assembles
the concrete reinforcement thus fulfilling the assembling procedure (welding) in less
time compared to the previous technique, with high quality productive results and
small concrete reinforcement construction cost.
[0015] The invention can be well comprehended by right of the following figures:
On sheet 1 (figure 1) is shown the front side of the Automatic Assembler of Concrete Reinforcement at a phase that a simple rectangular shape is assembled with straightened iron rods
for the construction of auxiliary concrete reinforcement.
On sheet 2 (figure 2) is shown the front side of the invention at an assembling phase
of a complex shape and at a production phase of an auxiliary concrete reinforcement,
which demands a dissimilar opening of the upper part of the assembling columns.
On sheet 3 (figure 3) is shown the front side of the invention at the phase that a
rectangular shape as well as a corresponding continuous inner shape (core) is assembled
with straightened iron rods for the construction of main concrete reinforcement.
On sheet 4 (figure 4) is shown the front side of the invention at a phase that an
open broken shape is assembled with straightened iron rods and also is shown the construction
of main concrete reinforcement.
On sheet 5 (figure 5) is shown the side view of the invention at an assembling phase.
On sheet 6 (figure 6) is shown the side view of the invention at a phase that the
assembling columns move.
During the phase of the forward movement, the -already assembled- shape and the straightened
rods move.
On sheet 7 (figure 7) is shown in side view and in enlargement the system of holding-welding
and propulsion of the concrete reinforcement during the assembling phase.
On sheet 7 (figure 8) is shown in top view and in enlargement the system of holding-welding
and propulsion of the concrete reinforcement at the assembling phase.
On sheet 7 (figure 9) is shown in top view and in enlargement the system of holding-welding
and propulsion of the concrete reinforcement during the completion of the assembling
and the transfer of the whole system backwards, so as to follow the next phase of
assembling.
On sheet 8 is shown a series of indicative schemes that the Automatic Assembler of Concrete Reinforcement can assemble for auxiliary concrete reinforcement.
On sheet 9 is shown a series of indicative shapes that the Automatic Assembler of Concrete Reinforcement can assemble for the main concrete reinforcement.
On sheets 10, 11 and 12 are indicatively shown 3 types of assembled concrete reinforcement
in a three-dimensional view.
DETAILED DESCRIPTION
[0016] The
Automatic Assembler of Concrete Reinforcement consists of an immovable metal frame (1) on which all those mechanisms and components
that compose it are installed.
[0017] On the frame (1) is adjusted the immovable base (2) of the movable guides of the
iron concrete rod (3). The guides can open and close via motor (4) and chain (5a)
according to the size of the concrete reinforcement that is to be assembled. At the
rear side of the guides are adjusted the assisting guides (28) for the holding of
the straightened iron rod (26).
[0018] At the upper part, is adjusted the mobile base (6) that has the ability to move upwards-downwards
via motor (7), chain (5b) and bolts (8). At the rear side of the guides are adjusted
the assisting guides (28) for the holding of the straightened iron rod (26).
[0019] The mobile base has iron concrete rod guides (3) which open and close via motor (4)
and chain (5a). These movements adjust the assembler to the size of concrete reinforcement
that is to be assembled.
[0020] Also, it has supporting bars (9) for the shaped iron rods (27) to which they are
stored and either automatically or manually propelled one by one the shaped iron rods
to be assembled.
[0021] The supporting bars (9) are also used as guides of the straightened iron rod (26)
in case of main concrete reinforcement assembly.
[0022] Finally, on the mobile base (6) the mechanism of the automatic propulsion of the
shaped iron rods (27) is adjusted, which consists of the propulsive piston (29) and
of the hook (30) for the holding of the shaped iron rod (27) which functions via pistons
(31) and (32).
[0023] The assembling phase is carried out by two mobile assembling columns (10) that are
adjusted on first glide-guides (11) and the whole system of the two columns glides
forwards-backwards on second glide-guides (12).
[0024] The gliding (opening-closing) of the columns (10) is carried out via motor (13) and
chain (14), while the forwards-backwards movement of the assembling columns is carried
out via motor (15) and chain (16).
[0025] The upper part (17) of each column (10) has the ability to independently open and
close, by gliding on prismas by means of a motor provided with bolt (18).
[0026] On the lower and upper part of each column (10) are adjusted the systems of holding-welding
and propulsion of the concrete reinforcement.
[0027] The system of holding-welding and propulsion of the concrete reinforcement (sheet
7, figures 7-8 and 9) consists of the hook (19) for the holding of the straightened
iron rod (26), which executes the opening-closing movement by means of piston (20)
and of the clamp (21) that executes the holding or non-holding of the shaped iron
rod (27) by means of piston (22). The welding is carried out at the selected time
by the electric welding head (23), which is adjusted to the system.
[0028] The entire system moves forwards-backwards via piston (24) by shutting in or by releasing
the already formed concrete reinforcement and it has the ability to ascend-descend
via motor (24) and bolt (25).
[0029] These movements enable the
Automatic Assembler of Concrete Reinforcement to accomplish a great number of actions having as aim the adjustment of its mechanisms
at the size and welding positions of the concrete reinforcement to be assembled. All
movements, commands and programming are executed by use of a control panel, placed
in such a position that is accessible to the operator.
[0030] The -ready for placement- concrete reinforcement (main or auxiliary) is based on
a corresponding bench (33) the size of which may vary depending on the sizes of the
concrete reinforcements being assembled.
DESCRIPTION OF OPERATION
[0031] The operation of the
Automatic Assembler of Concrete Reinforcement is simple, since it is not consisted of complicated and inaccessible mechanisms and
it is provided with a handy and legible control panel.
[0032] After the selection of the shaped iron rod (27) (size and diameter) is done, the
selected number of shaped iron rods is put on the supporting bars (9) of the formed
shapes. Afterwards, the length and the size of the diameter of the straightened iron
rods (26) is selected and they are passed through the corresponding guides (3) selecting
the position accordingly, whether it regards the main concrete reinforcement assembly
(angular position) or auxiliary concrete reinforcement (at a straightened part of
the shape).
[0033] All mobile parts of the Assembler are regulated by the control panel, at the size
of the concrete reinforcement to be assembled, as well as the forward-backward movement
of the columns that will be of such a distance as the one there is between the assembled
shapes (step) of concrete reinforcement.
[0034] Also, the periods of time and the commands for propulsion and for assembly are programmed.
[0035] After giving start command, the first shaped iron rod (27) is propelled at the assembling
point via the propulsion mechanism (29), (30), (31) &(32), and then, through the hook
(19) the holding of the straightened rod and through the clamp (21) the holding of
the shaped iron rod (27) follows. At this phase, the electric welding heads (23) are
activated which weld the shaped with the straightened rods and afterwards, as the
reinforcement is held, the columns (10) move forward (figure 6) carrying away the
assembled concrete reinforcement as far as the selected distance that is between the
shaped iron rods (step).
[0036] With the completion of this motion, the hook (19) and the clamp (21) release the
concrete reinforcement, the holding-welding and propulsion systems of the concrete
reinforcement move backwards and the columns (10) return to the initial position.
By the propulsion mechanism, the next shape is propelled to the assembling position,
so that the commands for forward movement of the holding-welding and propulsion systems,
the stabilization of the part to be assembled and the activation of the electric welding
heads to follow.
[0037] After the welding, the command for forward motion follows, with the assembled shape
held together with the straightened rod and we have the repetition of the procedures
until the completion of the assembling of the concrete reinforcement.
[0038] The same operation steps are followed, whether we produce main concrete reinforcement
or auxiliary.
1. Automatic Assembler of Concrete Reinforcement for assembling by use of the welding
method shaped iron rods (27) with straightened iron rods (26) and creating the main
or auxiliary concrete reinforcement, which is essential for the construction of buildings,
the assembler consisting of an immovable metal frame (1) upon which is adjusted an
immovable base (2) of movable lower guides (3) of the straightened iron rods (26),
said lower guides (3) being adapted to open and close according to the size of the
concrete reinforcement to be assembled, a mobile base (6) being adjusted on the upper
part of the assembler and having the ability of an upward-downward movement, said
mobile base (6) having upper guides (3) for the straightened iron rods (26), said
upper guides (3) being adapted to open and close according to the size of the concrete
reinforcement to be assembled, and said mobile base (6) further having supporting
bars (9) for the shaped iron rods (27), which at the same time may also be used as
guides for the straightened iron rods (26), on said mobile base (6) being adjusted
a mechanism ((29), (30), (31) and (32)) for automatic propulsion of the shaped iron
rod (27), two mobile assembling columns (10) for accomplishing the assembling, said
mobile assembling columns (10) being adjusted on first glide-guides (11) for the opening-closing
and the whole system of both two columns being adapted to glide forwards and backwards
on second glide-guides (12), on the upper and lower part of each assembling column
(10) being adjusted a system for holding, welding and propulsion of the concrete reinforcement,
and a corresponding bench (33) for placing the -ready for placement- concrete reinforcement,
the size of which may be varied depending on the sizes of the concrete reinforcements
to be assembled.
2. The Automatic Assembler of Concrete Reinforcement according to claim 1, further characterized in that the upper part (17) of each assembling column (10) has the ability to move by opening
and closing independently.
3. The Automatic Assembler of Concrete Reinforcement according to claim 1, further characterized in that on the upper and lower part of each assembling column (10) is adjusted the system
for holding, welding and propulsion of concrete reinforcement, said system consisting
of a hook (19) for the holding of the straightened iron rod (26), which is adapted
to execute an opening-closing movement, a clamp (21), which is adapted to carry out
the holding or releasing of the shaped iron rod (27), and an electric welding head
(23) for accomplishing the welding, said system for holding, welding and propulsion
of concrete reinforcement being adapted to move forwards-backwards, thus releasing
or shutting in the concrete reinforcement already formed.
4. The Automatic Assembler of Concrete Reinforcement according to claim 3, further characterized in that said system for holding, welding and propulsion of the concrete reinforcement is
adapted to move upwards-downwards according to demand.
1. Automatische Montageanlage für Bewehrungsstahl für die zusammen Setzung mit der Methode
des Schweißens von Bewehrungsstahl (27) mit linearen Bewehrungsstahl (26) erzeugt
mann das haupt oder hilfs material für Bewehrungsstahl der sehr wichtig ist für den
Bau die Montageanlage besteht aus einem stabilen Metal Rahmen (1) und einen festen
Sockel (2) wo bewegliche Führer (3) für den linearen Bewehrungsstahl (26) die so genannten
Führer (3) Sie sind so angebracht das Sie sich öffnen und schließen lassen je nach
belieben für die Größe des Bewehrungsstahls ein beweglicher Sockel (6) ist so angebracht
das die Montageanlage die Möglichkeit hat eine oben -unten Bewegung, der so genannte
Sockel (6) hat oben die Führer (3) für den linearen Bewehrungsstahl (26) die so genannten
Führer oben (3) sind so angebracht das Sie sich öffnen und schließen lassen je nach
Größe des Bewehrungsstahls und der so genannte bewegliche Sockel (6) hat zusätzlich
Halterungen (9) die, den gebogenen Bewehrungsstahl (27) halten gleichzeitig können
die auch als hilfs Führer für den linearen Bewehrungsstahl benutzt werden in den so
genannten beweglichen Sockel (6) wird ein Mechanismus ((29), (30), (31), (32)) angebracht
der den gebogenen Bewehrungsstahl in Position bringt (27) zwei bewegliche Säulen der
Montageanlage (10) für das ermöglichen der Montage (10) sind erst auf Führer (11)
für das auf und zumachen und, das ganze System ist auf Führer für die vor und rückwärts
Bewegung (12) auf das obere und untere teil jeder Montage Säule (10) ist ein System
angebracht für das hallten, schweißen und bewegen des Bewehrungsstahls eine Bank (33)
für das fertige Montierte Bewehrungsstahl die man so Einställen kann für jede Größe
des Bewehrungsstahls.
2. Automatische Montageanlage für Bewehrungsstahl so wie in der Beschreibung 1. eine
besondere Eigenschaft ist das, das obere teil (17) jeder Montage Säule (10) hat die
Möglichkeit sich getrennt von der anderen sich zu bewegen.
3. Automatische Montageanlage für Bewehrungsstahl so wie in der Beschreibung 1. eine
besondere Eigenschaft ist das, das obere teil jeder Montage Säule (10) ist ein System
angebracht für das festhalten und bewegen des Bewehrungsstahls das so genannte System
bestecht aus einem hacken (19) für das halten des linearen Bewehrungsstahls (26) ist
so angepasst das Sie eine Bewegung ausführt zum auf -und zumachen der Klammer (21)
die dafür da ist den gebogenen Bewehrungsstahl zu halten oder loszulassen (27) und
ein Schweißkopf (23) das so genannte System für das halten, schweißen und bewegen
des Bewehrungsstahls das so genannte System bewegt den fertig geschweißten Bewehrungsstahl
nach vorne hinten.
4. Automatische Montageanlage für Bewehrungsstahl so wie in der Beschreibung 3. eine
besondercheit das so genannte Systems für das halten, schweißen und bewegen des Bewehrungsstahls
ist angebracht für das bewegen nach oben und unten je nach Anwendung.
1. Assembleur automatique du renfort concret pour se réunir au moyen de la méthode soudre
tiges formées de fer (27) avec les tiges redressées de fer (26) et créer le renfort
concret auxiliaire ou principal, qui est essentiel pour la construction des bâtiments,
se composer d' assembleur un immeuble de l'armature en métal (1) qui est ajusté une
base d' immobile (2) des guides mobiles a bas (3) des tiges redressées de fer (26),
appelés les guides inférieurs (3) étant adaptés pour s'ouvrir et fermer en accord
à la taille du renfort concret à réunir, une base de mobile (6) étant ajustée sur
la partie supérieure de l'assembleur et ayant l' abilite d'un mouvement haut et bas,
appelé la base mobile (6) ayant les guides supérieurs (3) redressés de tiges de fer
(26) appelés les guides supérieurs(3) étant adaptés pour s'ouvrir et clôturent en
accord a la taille du renfort concret à réunir, et de la base appelée mobile (6) ayant
plus loin les barres de support (9) pour les tiges formées de fer (27), qui en même
temps peuvent également être utilisées comme guides pour les tiges redressées de fer
(26), sur la base appelée de mobile (6) étant ajustée un mécanisme ((29), (30), (31)
et (32)) pour automatique propulsion de la tige formée de fer (27), deux colonnes
se réunissantes mobiles (10) pour accomplir se réunir, appelées les colonnes assemblé
mobiles (10) étant ajustées dessus d'abord les guides de glissement (11) pour l'ouverture
- fermeture et le système entier des deux colonnes de deux étant glissement adapté
d' expédie et vers l'arrière glisser - guides de on deuxièmes (12), a le haut et la
pièce inférieur de chaque colonne se réunissant (10) étant a ajusté système pour tenir,
soudre et propulsion du renfort concret, et un banc correspondant (33) pour jeter
- préparer pour le concret de placement, la taille dont peut être on dépendre changé
que les tailles des renforts concrets à être assemblé.
2. L' Assembleur automatique du renfort concret selon la revendication 1, autre caractérisé que le supérieur partie (17) de chaque colonne se réunissant (10) a la capacité de se
déplacer en s'ouvrant et fermer indépendamment.
3. L' Assembleur automatique du renfort concret selon la revendication 1, encore caractérisé que le on la partie supérieure et plus inférieure de chaque colonne assemblée (10) est
ajusté le système à se tenir, à soudre et à propulsion du renfort concret, appelé
se composer de système un crochet (19) pour tenir de la tige redressée de fer (26),
qui est adaptée pour exécuter le mouvement d' ouverture -fermeture, une bride (21),
qui est adapté pour effectuer libérer se tenant de or de la tige formée de fer (27),
et une tête de soudure électrique (23) pour accomplir soudre, appelé système pour
se tenir, soudure et propulsion du renfort concret étant adapté au de mouvement expédie
- vers l'arrière, ainsi ou de laisser fermant dans le renfort concret déjà formé.
4. L' Assembleur automatique du renfort concret selon la revendication 3, autre caractérisé qui a appelé le système pour tenir, soudant et la propulsion du renfort concret est
adapté aux haut ou bas de mouvement selon la demande.