[0001] The present invention relates to an anchoring device for supporting excavations in
rock.
[0002] Anchorings of the so-said "mechanical-expansion" type, also said "stays", i.e., end-acting
anchoring means, are known, which are generally constituted by a metal rod provided
with screw-threadings at both of its ends. Onto one of the two ends of the rod an
expansion head is fastened, which locks the anchoring in its preset seat, and at the
other end of said rod a nut is screwed down or anyway fastened, which nut, by coming
to rest against the rock by means of a plate and consequently applying a pressure
onto said rock, puts said rod under tension, theoretically sewing to one another the
strata which are between the head and the retainer nut. Such a type of anchoring,
which is very useful as an "instant" anchoring, loses its effectiveness over time.
[0003] Another type of anchoring is provided on the contrary with devices which are substantially
analogous to those as hereinabove disclosed, but in which injections of fluid packing
material or of resins are used. By means of these anchoring types good results can
be achieved, but in longer times; furthermore, without said injection of packing materials
the anchoring does not perform its task.
[0004] Still another type of anchoring consists of a steel tube with a section bent into
an "omega"-shape, into the interior of which high-pressure water is pumped, the effect
of which is of causing the tube to expand, bringing it into contact with the wall
of the bore inside which the tube is inserted. Also in this case good results are
obtained; the drawback consists in that in order to cause the tube to expand, an intervention
with further operations and special equipment has to be carried out.
[0005] The main purpose of the instant invention is of providing an anchoring device for
excavations in rock, which is capale of allowing the support to be immediately achieved
throughout the length of the same anchoring, and without any further equipment having
to be used in order to secure the safety of those who are working inside the interior
of the excavation.
[0006] Another purpose of the instant invention is of providing a possibility of recovery
of the anchoring in case such a recovery is required.
[0007] In order to achieve said purpose, an anchoring device for supporting excavations
in rock has been provided according to the present invention, which comprises a hollow
tube equipped with an external screw-threading with which a nut and possibly a contrast
plate are associated, characterized in that said hollow tube is provided with a plurality
of longitudinal openings passing through the thickness of the tube wall up to reach
the inner hollow of said tube, which longitudinal openings are aligned along one or
more row(s) on the external side surface of said tube. According to a preferred form
of practical embodiment, with said tube one or more section bar(s) is(are) associated,
which are provided with contoured teeth suitable for being inserted through said through-openings;
with said section bar(s) being capable of being moved to a position in which it(they)
is(are) into contact with said tube, or to a position in which said section bar(s)
is(are) moved away from said tube, by tightening (i.e., screwing down) of said nut.
[0008] According to a preferred form of practical embodiment, said hollow tube is screw-threaded
both internally and externally along its whole length.
[0009] Still according to the present invention, said contoured teeth are inclined in order
to favour the sliding.
[0010] Furthermore, said section bar associated with said screw-threaded tube substantially
is "T"-shaped tube with either flat or bent flange, and with a blanked web in order
to obtain the toothing; according to a possible form of practical embodiment, the
section bar can be replaced by a blanked flat bar with the same toothing, or by other
adaptable section bars.
[0011] The technical characteristics and further advantages of the present invention will
be clearer from the following disclosure made by referring to the hereto attached
drawing table, in which:
Figure 1 shows a partially sectional view of an anchoring device according to the
present invention, inserted inside a bore through the rock.
Figure 2 shows a sectional view of the anchoring device made along the path line II-II
of Figure 1.
Figure 3 shows a sectional view of another form of practical embodiment of the anchoring
device according to the present invention, and
Figure 4 shows a sectional view of the anchoring device made according to the path
line IV-IV of Figure 3.
[0012] Referring to the figures, with the reference numeral 10 a device according to the
present invention is generally indicated, which is constituted by a hollow, screw-threaded
tube 11 with which a section bar 12 is associated. The tube 11 is provided with a
nut 13 which supports a plate 14 and is engaged onto a screw-threading 15 provided
on the external side surface of the tube 11. Furthermore, according to a preferred
form of practical embodiment the tube 11 can be also provided with an internal screw-threading,
and the screw-threadings -- i.e., both the internal and the external one -- make it
possible joints to be accomplished in order to extend the anchoring, e.g., by means
of either internal or external sleeves.
[0013] According to a preferred form of practical embodiment, the internal screw-threading
and the external screw-threding are of the same type, and run along the whole length
of the tube 11. Along the side surface of the tube 11 a plurality of through openings
16 are provided arranged according to one or more alignment row(s) and spaced apart
from each other, at a preestablished distance. The teeth 17 protruding from the section
bar 12 and respectively, in case of a plurality of alignment rows, protruding from
a plurality of section bars 12, slide inside said openings.
[0014] According to a referred form of practical embodiment, the section bar 12 is a "T"-shaped
section bar in which the teeth 17 are provided by blanking from the web, or by other
systems, and in which the flanges 18 are either flat or bent so as to match the bending
of the tube 11; the teeth 17 furthermore display an inclined portion. In special cases,
the section bar 12 could be constituted by a flat bar without flanges, so contoured
as to be provided with the toothing, like the above said "T"-shaped section bar.
[0015] In its resting position, the anchoring device 10 according to the present invention
has its section bar 12 approached to the tube 11 in such a way that the teeth 17 are
inserted inside the openings 16 and the flanges 18 are into contact with the outer
surface of the tube 11; the section bar 11 will be retained in said resting position
by means of elastic rings, either of metal or of rubber.
[0016] According to a preferred form of practical embodiment, with the use of one single
section bar, by acting on the nut 13, i.e., by screwing it down, said nut, and possibly
the plate 14 will come into contact with the end of the section bar 12, pushing this
latter upwards. In this way, the contoured teeth 17 inserted through the openings
16, owing to their inclination, will cause the section bar to move more and more away
from the tube as said nut 13 gets tightened.
[0017] When the nut is completely tightened, the section bar will be into contact with the
wall 30 of the bore on a side of said bore -- indicated with the reference numeral
31 in the figures -- and the tube will be into contact with said wall 30 on the opposite
side.
[0018] According to another form of practical embodiment in which the section bars are at
least two, the contact will take place on one side between the tube and the wall of
the bore and on the other side between the section bars and the wall of the bore;
in case three section bars are used, the contact with the walls of the bore will take
place through the section bars only.
[0019] In this way, a contact is accomplished between the rock and the anchoring, which
contact takes place along the whole length of the anchoring, and not at the ends of
the anchoring only. Furthermore, the contact takes place immediately along the whole
length of the anchoring, and packing the bore with injection materials is no longer
necessary; in many cases, the anchoring device can be recovered in a still untouched
condition.
[0020] The anchoring device according to the present invention makes it furthermore possible
materials to be injected through the hollow tube in case the digging conditions so
require; obviously, in this case, the recovery of the anchoring device will be no
longer possible.
[0021] A not least advantage is the possibility of prolonging said screw-threaded tubes
by using the inner threading or the outer threading, by means of which suitable jointing
devices can be connected.
[0022] The present invention has been disclosed for merely illustrative and non-limitative
purposes, by referring to the figures of the hereto attached dra wing table, and it
should be understood that modifications and changes can be supplied by those skilled
in the art, without anyway departing from the scope of protection of the same invention.
1. Anchoring device for supporting excavations in rock comprising a hollow, screw-threaded
tube with which a nut and possibly a contrast plate are associated, characterized
in that said hollow tube is provided with a plurality of longitudinal openings passing
aligned along one or more alignment row(s) along the external side surface of said
tube, with said tube one or more section bar(s) being associated, which are provided
with contoured teeth suitable for being inserted inside said through-openings, with
said section bar(s) being capable of moving to a position of contact with said tube,
or to a position in which said section bar(s) is(are) moved away from said tube by
means of the tightening (i.e., screwing down) of said nut and the consequent sliding
of said inclined tooth through said through-openings.
2. Anchoring device according to claim 1, characterized in that said hollow screw-threaded
tube is externally threaded either along its whole length, or partially.
3. Anchoring device according to claim 1, characterized in that said hollow screw-threaded
tube is externally or internally threaded either along its whole length, or partially.
4. Anchoring device according to claim 1, characterized in that said contoured teeth
are inclined.
5. Anchoring device according to claim 1, characterized in that said teeth are contoured
in such a way as to remain hooked to the hollow tube when they are in the non-expansion
step.
6. Anchoring device according to claim 1, characterized in that said section bar associated
with said screw-threaded tube substantially is a "T" shaped section bar with flat
or bent flanges and a toothed web.
7. Anchoring device according to claim 6, characterized in that instead of the "T"-shaped
section bar another type of section bar can be used, which is so machined as to be
provided with the teeth in order to perform the same task as of said "T"-shaped section
bar.
8. Anchoring device according to claim 1, characterized in that said longitudinal
through-openings have all the same size.
9. Anchoring device according to claim 1, characterized in that said longitudinal
openings are arranged at same distiances, along one or more alignment rows, along
the side surface of said tube.
10. Anchoring device according to claim 1, characterized in that all of said contoured
teeth have the same inclination and the same hooking contour.
11. Anchoring device according to claim 1, characterized in that said contoured teeth
are arranged at equal distances, with said distances between said teeth being analogous
to the distances between said openings.
12. Anchoring device according to claim 1, characterized in that the number of the
section bars with the toothings, as well as the alignment rows of the pluralities
of openings can be more than one, and said section bars can be arranged on the circumference
of said hollow tube according to different radial angles.
13. Anchoring device according to claim 1, characterized in that said hollow tube
can be provided with said screw-threading by roll forming, with an internal screw-threading
being consequently obtained, which is negative relatively to the external screw-threading.