[0001] This description relates, as its title indicates, to a procedure for the descending
assembly of a rack-and-pinion elevation system that may be equipped with a pre-tensioned
mast, of the personnel and goods lift type, goods hoist, transport platform or work
platform, used as auxiliary elements to access descending spaces such as pits or any
type of worksite where the machine must grow in shape.
[0002] The aforesaid procedure that is the subject matter of this invention comprises a
descending installation, with the installation of a bracing device, a step of assembling
sections of the elevation system and elevation elements, a step of anchoring the sections
of mast and elevation elements, the elevation system at that moment being left in
an operative state. When necessary, because of the depth of access required, there
is a descending extension phase, which includes adding new mast sections and new bracings
and, where appropriate, installing reinforcement profiles. Likewise, when required,
due to the load to be moved, the masts are pre-tensioned.
[0003] The subject matter of this invention is also the pre-tensioned mast referred to in
the previous paragraph.
Field of the invention
[0004] The invention relates to the field of elevation machinery with rack and pinion technology
and to its installation in descending spaces such as pits or any type of worksite
in which the machine has to grow downwards.
Current State of the Art
[0005] Until now elevation machinery has been developed to grow "upwards", that is, the
mast is supported on the ground and, to extend it, mast sections are placed one on
top of the other. Its use on worksites and in constructions is essential for the vertical
movement of materials, tools and personnel. References to this type of elevators can
be found in patents
EP2006234 "Modular elevator with self-propelled cabin on a mast''"
, ES1055692 "Modular elevator with self-propelled carriage" and
WO2010072848 "Modular lift with self-propelled cage on support member".
[0006] However, when it is necessary to install an elevator in a pit, for example, having
to carry out the assembly from the bottom poses a problem, given that access to the
pit bottom may be problematic and costly, as well as being dangerous for workers because
of the risk of flooding or gases and, indeed, due to the elevation system assembly
procedure itself. This makes the use of elevators in pits complicated and economically
very costly.
[0007] In many cases, different types of bracing devices are used to secure structures to
the pit walls, as described for example, in patents
ES0092450 "Bracing tie for tubular structures", ES1050969 "Perfected bracing device for tubular scaffolding" and
ES0228761 "Perfected structure for worksite goods hoist", however these bracing devices and the procedures for their use only enable them to
be assembled from the bottom of the pit, not allowing any other possibility.
Description of the invention
[0008] The assembly process for descending spaces, such as pits and parts located below
the worksite level, differs from the conventional, in that instead of constructing
from the bottom up (ascending), construction is carried out top to bottom (descending).
Frequently, the length of the mast needs to be extended as the space gets deeper.
The procedure for the descending assembly of an elevator that is the subject matter
of the present invention, consists of adding sections of mast at the top part so that,
by unlocking the bracings, it is possible to lower the whole unit to the height required,
by sliding the mast along them. This solution does not require carrying out any operations
from the bottom of descending spaces, such as pits and parts located below the worksite
level. This invention applies to elevation machinery with rack and pinion technology.
[0009] A first step of the descending assembly process requires installing, at the top level
or "0" level, a top bracing that consists of a special structure that is reinforced
since it is going to be the main support for the elevator unit. On occasions it supports
the total weight of the mast and the set of elevator elements.
[0010] The elevator unit is prepared on the outside. It consists of, at least, a mast or
support structure, a base, a traction carriage, and a cabin and, optionally, an enclosure.
[0011] A crane, hoist or similar equipment supports the elevator-mast unit, the top bracing
step is initiated by loosening the anchoring systems; once positioned on the top bracing,
the elevation system unit is lowered with the crane, hoist or similar to the required
position.
[0012] Once in that position, the anchorings of the top bracing are tightened. A second
step is the lowering and securing to the wall and mast anchoring of all of the lower
bracings that are required for the elevation system to work with the necessary efficacy
and safety.
[0013] Until now, lifts and elevators have been developed to grow "upward", that is, the
mast is supported on the ground and, to extend it, sections of mast are fitted one
on top of the other. In this system the mast elements are made to work under compression.
[0014] On the other hand, in the process for the assembly of an elevator for pits, the mast
grows downward, from top to bottom. This means that the mast must be supported by
bracings without necessarily having to be supported at the lowest part. It could be
considered that the mast "hangs" from the bracings. This means that the mast sections
work under traction.
[0015] The mast used is a standard design, calculated to work under compression. Working
under traction in descending spaces such as pits and parts located below worksite
level, as is the case in the procedure presented, produces greater forces on the joints
of the mast sections than those that are permitted, and can lead to their breakage
in the case of certain lengths and loads. In order to overcome this, a solution is
proposed for the mast, in which the said mast is assembled in portions and the assembly
of each portion is pre-tensioned. This allows the sections of the mast to be pre-compressed
so that when installed in the pit, the tensile forces are neutralised, and standard
masts can be used.
[0016] The pre-assembly of the sections of the mast of the elevator is carried out by pre-tensioning.
It consists of placing a top pre-tensioner and a bottom pre-tensioner between several
sections of the mast. Between these two pre-tensioners located at the ends, there
are several cables clamped to the bottom pre-tensioner and joined to the top pre-tensioner
with thread and nut devices, and the tensioning of the cables is carried out by means
of a torque wrench on the thread and nut devices.
[0017] For the first metres of the mast, structural reinforcement profiles can be added
with screws all along the sides, that prevent the "pendular" movement of the mast
when the machine passes.
[0018] The assembly process for pits that is presented differs from the conventional, as
previously mentioned. It is necessary to be able to make the length of the mast grow
as the descending spaces, such as pits and parts below worksite level, get deeper.
This procedure consists of adding portions of mast at the top part so that, by unlocking
the bracings, it is possible to lower the whole unit to the height required, sliding
the mast along them with the aid of a crane, hoist or similar. This solution, as in
the case of the main assembly, means that no operation has to be carried out from
the bottom of the pit.
Advantages of the invention
[0019] This procedure for the descending assembly of an elevator that is presented provides
numerous advantages over the devices and procedures currently available, the most
important being that it enables the whole process of assembling the elevator to be
carried out from the top level of descending spaces such as pits and parts located
below the worksite level, without having to carry out any operations from the bottom
of the pit.
[0020] Another important advantage of using this assembly procedure is that it enables portions
of mast to be added at the top part, so that, by unlocking the bracings, it is possible
to lower the whole unit to the height required, sliding the mast along them.
[0021] It is noteworthy that the procedure includes a pre-tensioned assembly of the mast
that allows the sections of the mast to be pre-compressed so that when it is installed
in descending spaces such as pits and parts located below the worksite level, it can
neutralise tensile forces, which allows standard masts to be used.
[0022] It is important to highlight the advantage that this procedure can be applied and
adapted to descending spaces, such as pits and parts located below worksite level,
of any depth.
[0023] Another advantage of this invention is that the procedure presented enables the assembly
process in the pit to be carried out in precise steps, maintaining safety at all times.
[0024] Another important advantage is that the procedure presented enables the assembly
process to be carried out with reduced and economic assembly means.
Description of the figures
[0025] To gain a better understanding of the subject matter of the present invention, the
attached drawing shows a practical preferred embodiment of a bracing device used for
the procedure for the descending assembly of an elevator, that is the subject matter
of the invention.
In the said drawing, figure -1- shows the elevator unit consisting of sections of
mast (2) or a support structure, elevation system (3), lower bracings (4) and the
top bracing (1)
Figure -2- shows how one or several new mast sections (6) are added using a crane,
hoist or similar (5)
Figure -3- show the lower sections of mast (2) with structural reinforcement profiles
(10)
Figure -4- shows sections of mast (2) with the pre-tensioning systems
Preferred embodiment of the invention
[0026] An elevator consists of, at least, a mast (2), or support structure, elevation system
(3) and optionally, in addition, an enclosure. The mast (2) is anchored to the wall
of the descending space by means of lower bracings (4). As previously described, the
top bracing (1) has, preferably, a reinforced lattice structure and several clamping
plates so that it can, from time to time, withstand the weight of the mast (2) complete
with the set of elements of the elevator
[0027] A top bracing device (1) as described previously (or another of a similar configuration
or operation) enables a characteristic procedure for the descending assembly of an
elevator to be carried out, which, being the subject matter of this invention, comprises:
- a stage of assembly of the top bracing device (1),
- a stage of pre-assembly of the sections of the mast (2) of the elevator, elevation
system (3),
- a stage of assembly of the sections of the mast (2) of the elevator, elevation system
(3) on the top bracing (1),
- a stage of anchoring the mast (2) with the top bracing device (1),
- one or several stages of installing lower bracing devices (4), and/or one or several
stages of extending the mast (2).
[0028] The stage of assembly of the top bracing device (1) comprises:
- A step of positioning the top bracing (1), on the ground of the top part of the worksite,
and
- A step of anchoring the top bracing (1), on the ground of the top part of the worksite.
[0029] The stage of pre-assembly of the sections of the mast (2) of the elevator comprises
- a step of assembly of the different sections that form the first portion of masts
(2),
- a step of screwing the mast (2) set to the machine and, optionally, also the assembly
of the enclosure.
- a step of assembly of the structural reinforcement profiles with screws all along
the sides of the first metres of the mast (2), optionally, if required, depending
on the application.
[0030] Several sections of mast (2) must be joined together depending on the length that
is required.
[0031] The enclosure is optional at this point since, depending on the worksite, the enclosure
(19) may be installed at the bottom of the pit, in which case the enclosure is installed
later, or anchored to the base, which involves installing it at that stage.
[0032] Optionally, the assembly step of the different sections that form the mast (2) in
the pre-assembly stage of the sections of the mast (2) of the elevator, is carried
out by pre-tensioning and, in turn, comprises:
- a first sub-step of fitting a top pre-tensioner (7) and a bottom pre-tensioner (8)
between several sections of the mast (2),
- a second sub-step of joining these pre-tensioners (7,8) together with several cables
(9) clamped to the bottom pre-tensioner (8) and joined to the top pre-tensioner (7)
with thread and nut devices (11), and
- a third sub-step of tensioning the cables (9) by means of a torque wrench on the thread
and nut devices (11).
[0033] The mast (2) used is a standard design, calculated to work under compression. Working
under traction in pits, as is the case in the procedure presented, produces greater
forces on the joints of sections of the mast (2) than those permitted, and can lead
to their breakage depending on the lengths and loads. To avoid this, pre-tensioned
assembly is carried out. This enables the sections of mast (2) to be pre-compressed
so that when installed in the descending space, the tensile forces can be neutralised,
and greater depths can be achieved.
[0034] Excessive displacement of the mast (2) in this case requires having to fit, on the
first metres of the mast (2), that is, on the part of the installation that will be
located lowest and that may only be anchored at the top part, structural profiles
(10) to prevent its curvature. Experimental tests have shown that it is particularly
effective on the first metres; it will not be necessary on the rest of the mast (2),
as it is braced at the top and bottom. Experimental tests carried out allow to conclude
that the structural profiles greatly reduce curvature on these first metres. These
structural profiles must be fitted using screws and/or flanges or plates all along
the sides of the mast (2).
[0035] The stage of assembly of the sections of the mast (2) of the elevator, the elevation
system (3) in the descending space comprises:
- a step of transporting the unit mounted in the previous step, formed by the mast (2),
the base, the tractor carriage and the cabin and, optionally, in addition, the enclosure,
using the crane to position it vertically in relation to the pit, making it coincide
with the locking flanges of the top bracing (1), and
- the unit is lowered until it reaches the lower level.
[0036] It is important to highlight that in this part of the process, the whole unit is
supported solely by the top bracing (1).
[0037] The stage of extending the mast (2), with top bracing (1) comprises:
- a step of loosening, from the elevation system (3), the lower bracing (4) furthest
down, keeping the means for varying the width and the means for varying the separation
of the locking flanges of the top bracing (1) tightened,
- the previous step is repeated as many times as necessary for each of the lower bracings
(4) installed, except for the top one,
- a step of assembly of the new sections to add to the mast (2) already installed,
- an assembly step, using the crane, hoist or similar, of the new section at the top
of the mast (2) already installed in the pit, both parts being joined together outside,
and the whole unit being supported by the crane.
- a step of loosening the top bracing (1) until it does not anchor but it does guide,
- a step of lowering the mast (2) and the rest of its associated elements, by means
of the crane, hoist or similar (5), to the required depth,
- the ascent of the tractor carriage and its cabin along the mast (2) to the ground
level of the worksite,
- a step of tightening the top bracing (1) until locked,
- a step of releasing the crane from the mast (2), tractor carriage and cabin (3) unit,
- a step in which, as the operators descend, they tighten the means for varying the
width and the means for varying the separation of the locking flanges on the rest
of the lower bracings (4), in descending order.
[0038] Optionally, as previously described, the step of assembly of the new section, to
add to the mast (2) already installed, in the pre-assembly stage of the sections of
the mast (2) of the elevator, is carried out by means of pre-tensioning and comprises:
- a first sub-step of fitting a top pre-tensioner (7) and a bottom pre-tensioner (8)
between several sections of the mast (2),
- a second sub-step of joining these pre-tensioners (7,8) together with several cables
(9) clamped to the bottom pre-tensioner (8) and joined to the top pre-tensioner (7)
with thread and nut devices (11), and
- a third sub-step of tensioning the cables (9) by means of a torque wrench on the thread
and nut devices (11).
[0039] Normally, several sections of mast (2) must be joined together depending on the desired
length to be extended.
[0040] A person skilled in the art will easily comprehend that the characteristics of different
embodiments can be combined with the characteristics of other possible embodiments,
provided that the combination is technically possible.
[0041] All of the information referring to examples or embodiments form part of the description
of the invention.
1. Procedure for the descending assembly of elevation systems (3) and pre-tensioned mast
(2),
characterised in that it comprises the following phases:
- Initial descending installation, in turn comprising
a. a step of assembling a top bracing device (1) for anchoring a mast (2) of the elevation
system (3), allowing the sliding of the sections of the mast (2), once the anchoring
system is released,
b. a step of assembling the sections of the mast (2) of the elevation system, and
of the elevation elements of the system,
c. a step of anchoring the sections of the mast (2) with the top bracing device (1)
and the elevation elements of the system with the mast, the elevation system at that
moment being left operative.
- Descending extension, carried out as many times as necessary, for the descent of
the elevation system to the position/positions required, in turn comprising
a. a step of loosening the anchorings of all of the lower bracings (4) that have been
installed, with the sections of the mast (2) facilitating the sliding of the masts
(2), the weight of the whole elevation system and the masts (2) being supported by
the top bracing (1),
b. a step of adding the required number of new masts sections (6) at the top of the
existing portion of masts (2) by means of a crane, hoist or similar (5), so that,
once joined, the crane, hoist or similar (5) does not permit their descent once the
first top bracing is released,
c. a step of loosening the anchorings of the top bracing (1) with the section of mast
(2) so that all the elevation system is supported by the crane, hoist or similar,
d. a step of lowering of the elevation system unit by means of the crane, hoist or
similar (5) to the position required, sliding the system along the top bracing (1)
and the lower bracings (4) that may be mounted,
e. a step of anchoring the first top bracing (1) with the mast section (6),
f. a step of separating the crane, hoist or similar (5) so that the whole system is
supported by the top bracing (1),
g. a step of anchoring the lower bracings (4) that may be mounted, so that the system
is operative again.
- Installation of lower bracings (4), descending to the position required by the operation
- Fitting of one or several profiles (10) for reinforcing the said structure of masts
to limit the pendular movement of the end masts of the portion of masts (2) that are
free at the bottom end,
2. Procedure for the descending assembly of elevation systems (3) and pre-tensioned mast
(2), according to claim 1, wherein, to neutralise the tensile loads on the mast (2),
the masts (2) are pre-tensioned by means of:
- The fitting a top pre-tensioner (7) and a bottom pre-tensioner (8) between one or
several sections of the mast (2)
- The joining together of these pre-tensioners (7, 8) with one or several cables (9)
- The tensioning of the cables (9) to the calculated tension that causes the masts
to work under traction.
3. Procedure for the descending assembly of elevation systems (3) and pre-tensioned mast
(2), according to claim 1, wherein the elevation system (3) is used to install lower
bracings (4).
4. Procedure for the descending assembly of elevation systems (3) and pre-tensioned mast
(2), according to claim 1, wherein external systems such as baskets or platforms are
used to install lower bracings (4).
5. Pre-tensioned mast for elevator, wherein it comprises a top pre-tensioner (7) and
a bottom pre-tensioner (8) between several sections of the mast, cables (9) clamped
to the bottom pre-tensioner (8) and joined to the top pre-tensioner (7) with thread
and nut devices (11), the said cables (9) being able to be tensioned by means of a
torque wrench.