[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 (5) 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 for the holding of the iron rod (28).
[0018] At the upper part, is adjusted the mobile base (6) that has the ability to move upwards-downwards
via motor (7), chain (5) and bolts (8). At the rear side of the guides are adjusted
the assisting guides for the holding of the iron rod (28).
[0019] The mobile base has iron concrete rod guides (3) which open and close via motor (4)
and chain (5). These movements adjust the assembler to the size of concrete reinforcement
that is to be assembled.
[0020] Also, it has supporting bars for the formed shapes (9) to which they are stored and
either automatically or manually propelled one by one the shapes to be assembled.
[0021] The supporting bars are also used as guides of the straightened iron rod in case
of main concrete reinforcement assembly.
[0022] Finally, on the mobile base (6) the mechanism of the automatic propulsion of the
formed shape (27) is adjusted, which consists of the propulsive piston (29) and of
the hook for the holding of the shape (30) which functions via pistons (31) and (32).
[0023] The assembling phase is carried out by two mobile assembling columns (10) that are
adjusted on glide-guides (11) and the whole system of the two columns glides forwards-backwards
on the 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 prisms 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
9, figures 7-8 and 9) consists of the hook (19) for the holding of the reinforced
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 formed shape
(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 formed shapes (27) (size and diameter) is done, the selected
number of shapes is put on the supporting bars of the formed shapes (9). 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 shape (27) is propelled at the assembling point
via the propulsion mechanism (29), (30), (31) &(32), and then, through the hook the
holding of the straightened rod (19) and through the clamp (21) the holding of the
shape (27) follows. At this phase, the electric welding heads (23) are activated which
weld the shape 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 shapes (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. The Automatic Assembler of Concrete Reinforcement is a machine that assembles by use of the welding method the shaped iron rods with
straightened ones and creates the main or auxiliary concrete reinforcement, which
is essential for the construction of buildings. It consists of an immovable metal
frame (1) upon which is adjusted the immovable base (2) of the movable guides of the
straightened iron rod (3). The guides can open and close according to the size of
the concrete reinforcement to be assembled.
On the upper part the mobile base (6) that has the ability of an upward-downward movement
is adjusted. The mobile base (6) has guides for the straightened iron rods (3), which
can open and close according to the size of the concrete reinforcement to be assembled.
Moreover, it has supporting bars for the formed shapes (9), which at the same time
may also be used as guides for the straightened iron rods. On the mobile base (6)
the mechanism for automatic propulsion of the formed shape (29), (30), (31) and (32)
is adjusted.
The assembling is accomplished by two mobile assembling columns (10) which are adjusted
on glide-guides (11) for the opening-closing and the whole system of both two columns
glides forwards and backwards on the glide-guides (12).
On the upper and lower part of each column (10) the system for holding-welding and
propulsion of the concrete reinforcement is adjusted. The -ready for placement- concrete
reinforcement is based on a corresponding bench (33) the size of which may vary depending
on the sizes of the concrete reinforcements being assembled.
2. The Automatic Assembler of Concrete Reinforcement, according to Claim 1, is characterized by the fact 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 is characterized by the fact that on the upper and lower part of each assembling column (10) is adjusted
the system for holding-welding and propulsion of concrete reinforcement. This system
consists of the hook (19) for the holding of the straightened iron rod (26), which
executes an opening-closing movement and the clamp (21) which carries out the holding
or non-holding of the formed shape (27). The welding is accomplished by means of the
electric welding head (23), which is adjusted to the system. The entire system moves
forwards-backwards, thus releasing or shutting in the concrete reinforcement already
formed.
4. The Automatic Assembler of Concrete Reinforcement, according to Claims 1 & 3 is characterized by the fact that on the upper and lower part of each assembling column (17) is adjusted
the system for holding-welding and propulsion of the concrete reinforcement, that
moves upwards-downwards according to demand.