EP3305991B1 - Anchor device for anchoring tie rods and process for anchoring said tie rods - Google Patents
Anchor device for anchoring tie rods and process for anchoring said tie rods Download PDFInfo
- Publication number
- EP3305991B1 EP3305991B1 EP17194799.7A EP17194799A EP3305991B1 EP 3305991 B1 EP3305991 B1 EP 3305991B1 EP 17194799 A EP17194799 A EP 17194799A EP 3305991 B1 EP3305991 B1 EP 3305991B1
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- EP
- European Patent Office
- Prior art keywords
- anchorage
- cylinder
- penetrating
- rod
- end portion
- Prior art date
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- 238000004873 anchoring Methods 0.000 title claims description 25
- 238000000034 method Methods 0.000 title claims description 10
- 230000008569 process Effects 0.000 title claims description 8
- 230000000149 penetrating effect Effects 0.000 claims description 123
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- 239000012530 fluid Substances 0.000 claims description 52
- 238000013519 translation Methods 0.000 claims description 29
- 230000035515 penetration Effects 0.000 claims description 26
- 230000000284 resting effect Effects 0.000 claims description 7
- 238000003825 pressing Methods 0.000 claims description 4
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- 230000000694 effects Effects 0.000 description 7
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Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
Definitions
- the present invention relates to the field of anchorage systems for geotechnical use, and more specifically relates to an anchorage device for anchorage tie rods and to a process for anchoring such tie rods.
- tie rods which are installed within a perforating hole to stabilize rocky walls, make bearing walls, partition walls, consolidate excavation walls, tunnels, etc.
- tie rods such as e.g. strand, bar, cable, tube tie rods, etc.
- Anchorage tie rods of the known art broadly consist of three main elements: the anchorage head, the free length and the active length (the latter also referred to as a restrained length or foundation bulb).
- the anchorage head typically consists of a steel plate having shape and sizes such as to allow the transfer of the stresses onto a contrast structure such as e.g. a reinforced cement wall, partition wall, bearing wall, etc.
- a contrast structure such as e.g. a reinforced cement wall, partition wall, bearing wall, etc.
- the free length which is the stretch measured from the head of the tie rod up to exceeding the slide line of the ground, forms the part of the tie rod not restrained to the ground in which the reinforcement of the tie rod, which generally is protected with a sheath, may be freely extended.
- the active length is the part of the tie rod in which the reinforcement of the tie rod is anchored to the ground by means of the injection of the final stretch of the perforating hole by means of cement mortar. Once the injection of the cement mortar is complete and it has hardened, the tie rod is tensioned with jacks and hydraulic power units and the reinforcement is fastened at the head with suitable locking clamps. Thereby, the active length transfers the load applied to the ground due to the friction resistance due to the mortar-ground adhesion.
- the operating principle of anchorage tie rods commonly used is based on the resistance to extraction obtained due to the friction between the injected bulb and the surrounding ground.
- the injection of the active length of the tie rod is a very delicate and tricky operation for many types of grounds (grounds with alluvial features, unconsolidated stratifications) because more often than not, an adequate mortar-ground adhesion cannot be obtained, an adhesion such as to ensure the resistance to extraction.
- the injections become necessary also after the tensioning of the tie rod precisely because often there are losses of adhesion with the ground, while also implementing suitable additives for mitigating the phenomenon of the cement mortar shrinking.
- the active length of a classic anchorage tie rod therefore may vary from a minimum of 3 to 4 meters up to reaching a length of about 40 meters in certain types of grounds.
- the main parameter to be assessed during the design step is precisely the resistance that the anchoring should put up to the extraction from the ground.
- only one estimate may be obtained of such a parameter by means of analytical and semi-empirical methods, using the results from geological prospecting and laboratory tests for determining geotechnical parameters of the ground.
- legislation obligates the designer to perform load tests on the tie rods in order to arrive at an experimental measurement of the value of resistance to extraction.
- the calculation of the connected stretch becomes even more problematic in the presence of unconsolidated, sandy, fractured grounds, or even worse in the presence of subsurface water, because additional conditions arise which are difficult to schematize with analytical formulations and in many cases, not even the test tie rods reassure the designer on the hold of the work.
- an anchorage device for anchoring anchorage tie rods as defined in claim 7, is the subject of the present invention.
- radial or other similar terms used to define a part of an anchorage device according to the present description refer to the translation direction of the body of the hydraulic cylinder, or of the rod of the hydraulic cylinder, of the anchorage device.
- FIG. 1 shows an assembly of parts which is indicated as whole with numeral 100.
- the assembly of parts 100 comprises an anchorage tie rod 5 preferably including at least one strand 10, and more preferably a plurality of strands 10, for example two strands 10 as shown in Fig. 1 .
- the part of the tie rod 5 corresponding to the free length of the tie rod 5 is protected by a smooth sheath 6.1 of the type in itself known, while the part of the tie rod 5 corresponding to the active length of the tie rod 5 is protected by a corrugated sheath 6.2 of the type in itself known.
- assembly 100 comprises an anchorage device 1 for anchorage tie rods according to a currently preferred embodiment, and a head plate 15, or anchorage head 15, for anchoring the aforesaid tie rod.
- the head plate 15, preferably made of metal material, is arranged at an input opening T1 of a perforating hole H made in a ground G.
- Hole H has a side wall SW of hole and a bottom BW of hole.
- hole H is made both through a contrast structure P1, such as e.g. a reinforced cement wall, a partition wall, a bearing wall, etc., and through ground G.
- the head plate 15 is arranged at the input opening T1 to allow the transfer of the stresses onto the contrast structure P1.
- the anchorage device 1 is suitable for being inserted into the perforating hole H to allow anchoring the aforesaid anchorage tie rod.
- the anchorage tie rod 5 in the example embodiment is a tie rod with strands, i.e. a tie rod comprising, or consisting of, one or more strands 10.
- the teachings of the present description may be applied in general to all types of anchorage tie rods, such as for example and not limited to, bar tie rods, cable tie rods, tube tie rods, etc.
- the anchorage tie rod 5, the anchorage device 1 and the head plate 15 in Fig. 1 are depicted in the respective final anchoring configuration.
- the tie rod 5 has each a respective end fixed to the anchorage device 1 and an opposite end fixed to plate 15, preferably by means of a locking clamp 16.
- each of the strands 10 has a respective end fixed to the anchorage device 1 and an opposite end fixed to plate 15, preferably by means of a respective locking clamp 16.
- the anchorage device 1 comprises a hydraulic cylinder 20, 30, which in turn comprises a cylinder body 20 and a cylinder rod 30.
- Rod 30 is slidably mounted to body 20.
- the cylinder body 20 comprises a cylinder chamber 201, or expansion chamber 201, which is suitable for receiving a pressurized hydraulic fluid F, preferably pressurized oil F.
- fluid F is input into chamber 201 by means of at least one input tube 11 ( Fig. 1 ) communicating with chamber 201.
- Rod 30 comprises a first end portion 301 of rod received in chamber 201 and a second end portion 302 of rod opposite to the first end portion 301.
- Portion 301 comprises a thrust wall 301A suitable for receiving the thrust of fluid F.
- Body 20 comprises a first end portion 202 of cylinder for connecting the hydraulic cylinder 20, 30 to the aforesaid anchorage tie rod 5, an opposite second end portion 203 of cylinder suitable for being operatively crossed by rod 30 and a cylinder side wall 204, or cylinder jacket 204, interposed between said first and second end portions 202, 203.
- the second end portion 203 comprises a connection plate 203 which is fixed, and more preferably is welded, to the side wall 204.
- the anchorage device 1 comprises at least two penetrating and anchorage plates 40, preferably made of metal material, e.g. steel, which are hinged to body 20, and more preferably to the connection plate 203.
- the anchorage device 1 comprises at least one pair of plates 40 opposed with respect to body 20, i.e. arranged on two opposite sides of body 20.
- the anchorage device 1 comprises four penetrating and anchorage plates 40 which are opposed two-by-two with respect to body 20.
- Each penetrating and anchorage plate 40 has a free end portion 401 of penetration. According to a convenient embodiment, the free ends 401 are sharp ends.
- the anchorage device 1 comprises a contrast base 50.
- base 50 is a plate-shaped base.
- Base 50 is associated with the second end portion 302 of rod 30 to allow the anchorage device 1 to be rested on the bottom BW of hole H.
- base 50 is fixed to the end portion 302 of rod 30 preferably by means of at least one fastening screw 501.
- the anchorage device 1 comprises a movement mechanism 60 to allow the movement of the penetrating and anchorage plates 40.
- the movement mechanism 60 comprises a mechanism portion 601 which is operatively connected to the penetrating and anchorage plates 40 and is suitable for being operatively crossed by the cylinder rod 30 so as to allow a relative sliding between such a mechanism portion 601 and rod 30.
- Portion 601 in particular is arranged between the contrast base 50 and the second end portion 203 of cylinder.
- portion 601 comprises a mechanism plate 601 comprising a plate hole 603 crossed by rod 30.
- the anchorage device 1 is suitable for taking on a relatively compact rest configuration ( Fig. 3 ), in which the penetrating and anchorage plates 40 take on a first angular position in which they are facing the side wall 204 of body 20. Moreover, the anchorage device 1 is suitable for taking on an anchorage configuration ( Fig. 1 and Fig. 6 ) which is relatively unfolded with respect to the rest configuration, in which the penetrating and anchorage plates 40 take on a second angular position, different from the first angular position.
- the anchorage device 1 comprises an abutment portion 205 which preferably comprises an abutment wall 205 of plate 203.
- the abutment wall 205 is located within body 20.
- the movement mechanism 60 comprises a stroke end element 602 which is integral with the portion 601 of mechanism 60.
- the stroke end element 602 preferably comprises a stroke end wall 602 and is suitable for abutting against the abutment portion 205 to stop the penetrating and anchorage plates 40 in the aforesaid anchorage configuration ( Fig. 6 ).
- the movement mechanism 60 comprises at least one distancing element 610, 70 operatively connected to portion 601 and arranged so as to allow such a mechanism portion 601 to move away from the second end portion 203 of cylinder when the hydraulic fluid F is input into chamber 201.
- the aforesaid at least one distancing element 610, 70 comprises a sleeve member 610.
- the sleeve member 610 is partly extended within body 20 and comprises a portion 611 of sleeve member which defines a movable wall 611 of chamber 201. This advantageously allows a more compact anchorage device to be made which requires less pressure of fluid F to actuate the anchorage device and to allow the penetration of the penetrating and anchorage plates 40 through the side wall SW of hole H with respect to the second embodiment of the anchorage device ( Fig. 7 ), which will be described below in the present description.
- portion 611 has a thrust surface which is equal to about three times the above-mentioned actual thrust surface of the thrust wall 301A.
- the sleeve member 610 is integral with portion 601 and comprises the stroke end element 602. According to a preferred embodiment, the sleeve member 610 has a radially projecting end flange which comprises the stroke end wall 602 and the movable wall 611.
- the sleeve member 610 is coaxial to rod 30 and is slidably mounted to the second end portion 203 of the cylinder. Rod 30 is suitable for sliding through the sleeve member 610.
- seal elements (not depicted) are provided between the sleeve member 610 and the side wall 204 of body 20.
- the aforesaid at least one distancing element 610, 70 may comprise a resistance 70 to the sliding of portion 601, or brake 70, which is integral with portion 601 or the sleeve member 610 and is suitable for engaging or operatively contacting rod 30.
- brake 70 may comprise a pair of jaws rigidly connected to portion 601 and suitable for tightening rod 30 so as to contrast the relative sliding between rod 30 and portion 601.
- brake 70 is arranged between portion 601 and portion 203.
- brake 70 may be arranged between portion 601 and base 50.
- the movement mechanism 60 comprises a plurality of connection linkages 620 which are interposed between the mechanism portion 601 and the penetrating and anchorage plates 40.
- connection linkages 620 comprise a plurality of connection plates 620, for example one connection plate 620 for each penetrating and anchorage plate 40.
- Mechanism 60 further comprises a first and a second connection hinge 621, 622 arranged to connect each connection linkage 620 to portion 601 and to one of the penetrating and anchorage plates 40, respectively.
- each penetrating and anchorage plate 40 comprises a seat 402 suitable for at least partly receiving one of the aforesaid second connection hinges 622 so as to reduce or eliminate the radial projection of such a second connection hinge 622 beyond the respective penetrating and anchorage plate 40 in the aforesaid rest configuration of device 1.
- seat 402 is made by shaping the penetrating and anchorage plates 40 so that such plates have a bayonet profile, as shown for example in Fig. 3 .
- the anchorage device 1, connected to the tie rod 5, is inserted into the perforating hole H by resting the contrast base 50 on bottom BW of such a hole. Once rested on bottom BW, device 1 takes on the rest configuration in Fig. 3 .
- Device 1 is then actuated by inputting the pressurized fluid F into chamber 201 by means of the input tube 11.
- the pressure of fluid F on portion 611 of the sleeve member 610 has the effect of the sleeve member 610, and accordingly of plate 601 which is integral with the sleeve member 610, sliding towards the bottom BW of hole H.
- the distancing of the plate 601 of mechanism 60 from the connection plate 203 results in the initial opening of the penetrating and anchorage plates 40 which take on a third angular position (shown in Fig. 4 ), which is intermediate between the aforesaid first angular position ( Fig. 3 ) and second angular position ( Fig. 1 or Fig. 6 ). It is worth noting that according to a preferred embodiment, in the passage from the first angular position to the third angular position of the plates 40, the distancing between plate 601 and the connection plate 203 is very limited, for example equal to about 10 mm. It is also worth noting that although the penetrating and anchorage plates 40 in Fig. 4 are depicted with the respective free ends 401 of penetration resting on the side wall SW of hole H, the free ends 401 of the plates 40 preferably press against the side wall SW and more preferably partly penetrate through the side wall SW in the third angular position.
- Fig. 5 shows the anchorage device 1 in an intermediate penetration configuration in which the plates 40 take on a fourth intermediate angular position between the first angular position ( Fig. 3 ) and the second angular position ( Fig. 6 ). More specifically, in the fourth angular position in Fig. 5 , the plates 40 take on an intermediate angular position between the third angular position ( Fig. 4 ) and the second angular position ( Fig. 6 ). It may be noted in Fig. 5 that the plates 40 are more penetrated through wall SW with respect to the configuration in Fig. 4 . Moreover, the plates 601 and plate 203 in Fig. 5 are more spaced apart from one another with respect to the configuration in Fig. 4 and are also both more spaced apart from the contrast base 50 and from the bottom BW of hole H with respect to the configuration of device 1 shown in Fig. 4 .
- device 1 reaches the anchorage configuration in Fig. 6 .
- the stroke end wall 602 abuts against the abutment wall 205 so as to stop the penetrating and anchorage plates 40 in the second angular position while the plates 40 are arranged orthogonal or substantially orthogonal with respect to direction X1, i.e. with respect to the translation direction of body 20.
- device 1 by inputting the pressurized fluid F into chamber 201, device 1 goes from the rest configuration, in which the penetrating and anchorage plates 40 preferably are parallel or substantially parallel to the jacket 204 of the hydraulic cylinder, to the final anchorage configuration, in which the plates 40 have performed their kinematism and are penetrated in the side wall SW of hole H.
- a cement mixture may be injected into hole H, thereby plugging the ground and filling at least the stretch anchored, i.e. the stretch corresponding to device 1, with the cement mixture.
- FIG. 7 such a drawing shows an anchorage device for anchorage tie rods according to a second embodiment, which is indicated as a whole with numeral 1A.
- the anchorage device 1A in Fig. 7 is shown in a respective rest configuration similar to the rest configuration of device 1 shown in Fig. 3 .
- the anchorage device 1A differs from the anchorage device 1 essentially in that it has a hydraulic cylinder having a slightly different cylinder body 20A with respect to body 20, in that it has a longer cylinder rod 30A with respect to rod 30 and in that it has a movement mechanism 60A for allowing the movement of the penetrating and anchorage plates 40 which is slightly different with respect to the movement mechanism 60.
- body 20A comprises a first end portion 202A of cylinder for connecting the hydraulic cylinder to the aforesaid anchorage tie rod 5, an opposite second end portion 203A of cylinder, or connection plate 203A, suitable for being operatively crossed by rod 30A, and a cylinder side wall 204B, 204C, interposed between the first and second end portions 202A, 203A of cylinder.
- the portions 202A and 203A are identical to the portions 202, 203 of device 1 in Fig. 1 .
- Body 20A comprises at least one intermediate wall 203B which is arranged transversally to rod 30A and is arranged in an intermediate position between the first and the second end portion 202A, 203A of cylinder.
- the intermediate wall 203B is operatively crossed by rod 30A.
- seal elements (not depicted) are operatively interposed between the intermediate wall 203B and rod 30A.
- body 20A comprises a first hollow portion 20B of cylinder and a second hollow portion 20C of cylinder.
- the first hollow portion 20B comprises a cylinder chamber 201A, or expansion chamber 201A, suitable for receiving the pressurized hydraulic fluid F.
- Chamber 201A is delimited by the end portion 202A, by the opposite intermediate wall 203B, and by a first portion 204B of side wall of the side wall 204B, 204C.
- the first portion 204B is interposed between the end portion 202A and the intermediate wall 203B.
- Rod 30A comprises a first end portion 301B of rod received in chamber 201A and a second end portion 302A of rod, which is opposite to the first end portion 301B.
- the aforesaid contrast base 50 is associated with the second end portion 302A.
- the second hollow portion 20C extends from the intermediate wall 203B and is coaxial with portion 20B.
- the second hollow portion 20C is defined by the intermediate wall 203B, by the opposite second end portion 203A of cylinder and by a second portion 204C of side wall of the side wall 204B, 204C.
- Portion 204C is interposed between the intermediate wall 203B and the second end portion 203A of cylinder.
- mechanism 60A differs from mechanism 60 only in that it provides a sleeve member 610A which is arranged in a different manner with respect to the sleeve member 610, and accordingly has a partly different operation with respect to the operation of the sleeve member 610.
- the sleeve member 610A structurally is identical to the sleeve member 610 of device 1.
- the sleeve member 610A is integral with the mechanism portion 601 of mechanism 60A and comprises the aforesaid stroke end element 602 which is suitable for abutting against an abutment portion 205A, or abutment wall 205A, to stop the penetrating and anchorage plates 40 in an anchorage configuration similar to the anchorage configuration of device 1 shown in Fig. 6 .
- the sleeve member 610A is coaxial to rod 30A and is slidably mounted to the second end portion 203A. Rod 30A is suitable for sliding through the sleeve member 610A.
- mechanism 60 The substantial difference between mechanism 60 and mechanism 60A is that the sleeve member 610A is arranged outside chamber 201A.
- the sleeve member 610A is arranged partly within the second hollow portion 20C and does not define a movable wall of chamber 201A.
- the sleeve member 610A does not also perform the function of distancing the end portion 203A and the portion 601 of mechanism 60A from each other. Indeed, in the case of device 1A, such a function is performed only by the aforementioned brake 70.
- the operation of the anchorage device 1A generally substantially is identical to the operation of the anchorage device 1.
- the only operating difference between device 1 and device 1A lies essentially in the fact that, as mentioned above, the distancing between the portion 601 of mechanism 60A and the connection plate 203A is due only to brake 70.
- the sleeve member 610A absolves the function of stroke end by means of the stroke end element 602, while it does not absolve the function of distancing portion 601 and the connection plate 203A from each other.
- the function of brake 70 is that of initially putting up a calibrated resistance to the translation of body 20A in direction X1.
- body 20A continues to translate in direction X1 together with the plates 40 and portion 601 until device 1A takes on an anchorage configuration similar to the anchorage configuration of device 1 shown in Fig. 1 and Fig. 6 .
- the connection plate 203A and portion 601 continue moving away from each other so as to allow the umbrella opening of the penetrating and anchorage plates 40, and accordingly the penetration of the penetrating and anchorage plates 40 through the side wall SW. It is worth noting that the umbrella opening of the plates 40 is also facilitated by the pressure of the plates 40 on the side wall SW in the configuration similar to the configuration in Fig. 4 .
- the penetrating and anchorage plates 40 penetrate the wall SW of hole H diagonally, i.e. both laterally and in direction X1.
- the injection may be proceeded with, thus plugging the ground and filling at least the anchored stretch with cement mixture.
- an anchorage device according to the present invention is such as to resolve the above-mentioned drawbacks with reference to the known art.
- an anchorage device indeed meet the need to increase the efficiency of transferring loads to the ground while almost completely eliminating the extraction problems of the tie rod. Indeed, the anchoring no longer occurs by relying on the friction resistance due to the mortar-ground adhesion, rather it is ensured by the mechanical resistance of the penetrating and anchorage plates which are first driven into the walls of the perforating hole and then embedded with slurry. Therefore, with such a device, it will be more than sufficient to penetrate about 3 to 4 meters into the active stretch (thus drastically reducing the active length which as mentioned above, generally may also reach 40 meters for conventional tie rods), proceed with opening by actuating the cylinder rod and once penetration is complete, inject cement grout.
- the system can no longer be removed because the penetrating and anchorage plates, which are now spread and penetrated in the side wall of the hole, have an open diameter which is much greater than the diameter of the perforation, thus achieving, as mentioned, a mechanical type anchoring and no longer a friction anchoring.
- FIG. 8 such a drawing shows an assembly of parts which is indicated as whole with numeral 100E.
- the assembly of parts 100E comprises an anchorage tie rod 5 preferably including at least one strand 10, and more preferably a plurality of strands 10, for example two strands 10 as shown in Fig. 8 .
- the part of the tie rod 5 corresponding to the free length of the tie rod 5 is protected by a smooth sheath 6.1 of the type in itself known, while the part of the tie rod 5 corresponding to the active length of the tie rod 5 is protected by a corrugated sheath 6.2 of the type in itself known.
- assembly 100E comprises an anchorage device 1E for anchorage tie rods according to a further embodiment, and a head plate 15, or anchorage head 15, for anchoring the aforesaid tie rod 5.
- the head plate 15, preferably made of metal material, is arranged at an input opening T1 of a perforating hole H made in a ground G.
- Hole H has a side wall SW of hole and a bottom BW of hole.
- hole H is made both through a contrast structure P1, such as e.g. a reinforced cement wall, a partition wall, a bearing wall, etc., and through ground G.
- the head plate 15 is arranged at the input opening T1 to allow the transfer of the stresses onto the contrast structure P1.
- the anchorage device 1E is suitable for being inserted into the perforating hole H to allow anchoring the aforesaid anchorage tie rod.
- the anchorage tie rod 5 in the example embodiment is a tie rod with strands, i.e. a tie rod comprising, or consisting of, one or more strands 10.
- the teachings of the present description may be applied in general to all types of anchorage tie rods, such as for example and not limited to, bar tie rods, cable tie rods, tube tie rods, etc.
- the anchorage tie rod 5, the anchorage device 1E and the head plate 15 in Fig. 8 are depicted in the respective final anchoring configuration.
- the tie rod 5 has a respective end fixed to the anchorage device 1E and an opposite end fixed to plate 15, preferably by means of at least one locking clamp 16.
- each of the strands 10 in the example has a respective end fixed to the anchorage device 1E and an opposite end fixed to plate 15, preferably by means of a respective locking clamp 16.
- the anchorage device 1E comprises a hydraulic cylinder having a middle axis Z1.
- Such a hydraulic cylinder comprises a cylinder body 20E and a cylinder rod 30E slidably mounted to the cylinder body 20E.
- the middle axis Z1 practically corresponds to the translation direction of body 20E or of rod 30E.
- the cylinder body 20E comprises a first cylinder chamber 201E, or first expansion chamber 201E, suitable for receiving a pressurized hydraulic fluid F (such a fluid is depicted by means of small lines in Fig. 8 and Fig. 11 ). Fluid F may be input into the first chamber 201E preferably by means of at least one tube (not depicted) communicating with chamber 201E.
- the cylinder rod 30E comprises a first end portion 301E of rod received in the first cylinder chamber 201E and a second end portion 302E of rod, which is opposite to the first end portion 301E.
- the cylinder body 20E comprises a first end portion 202E of cylinder, an opposite second end portion 203E of cylinder suitable for being operatively crossed by rod 30E, and a cylinder side wall 204E interposed between said first and second end portions 202E, 203E of cylinder.
- the first end portion 202E comprises an end plate 202E of cylinder.
- the anchorage device 1E comprises at least two penetrating and anchorage plates 40, preferably four plates 40 opposed two-by-two as shown in Fig. 9 .
- Each penetrating and anchorage plate 40 has a free end portion 401 of penetration.
- the anchorage device 1E further comprises a contrast base 50 associated with the second end portion 302E of rod to allow the anchorage device 1E to be rested on a bottom BW of hole H.
- the anchorage device 1E comprises a movement mechanism 60E operatively connected to the hydraulic cylinder to allow the movement of the penetrating and anchorage plates 40.
- the movement mechanism 60E comprises a mechanism portion 601E, preferably a mechanism plate 601E, to which the penetrating and anchorage plates 40 are hinged and to which the anchorage tie rod 5 is suitable for being connected.
- Portion 601E is arranged facing the first end portion 202E of cylinder.
- the anchorage device 1E is suitable for taking on a relatively compact rest configuration ( Fig. 10 ).
- a relatively compact rest configuration Fig. 10
- the penetrating and anchorage plates 40 project from the mechanism portion 601E on the opposite side with respect to the contrast base 50.
- the plates 40 take on a first angular position in which they are arranged parallel or substantially parallel to the middle axis Z1 of the hydraulic cylinder.
- the anchorage device 1E is also suitable for taking on an anchorage configuration ( Fig. 8 ) which is relatively unfolded with respect to the rest configuration ( Fig. 10 ).
- the penetrating and anchorage plates 40 take on a second angular position, different from the first angular position.
- the plates 40 are extended orthogonally or substantially orthogonally with respect to the middle axis Z1 of the hydraulic cylinder.
- the movement mechanism 60E comprises at least one distancing element 610E operatively connected to the mechanism portion 601E.
- the distancing element 610E is arranged so as to operatively cross the first end portion 202E of cylinder and to allow the mechanism portion 601E to move away from the first end portion 202E of cylinder when the hydraulic fluid F is input into the first cylinder chamber 201E so as to allow the movement of the penetrating and anchorage plates 40.
- the at least one distancing element 610E comprises a hollow longitudinal member 610E, or sleeve 610E, which is integral with the mechanism portion 601E.
- the hollow longitudinal member 610E is coaxial to rod 30E and delimits the first cylinder chamber 201E on the opposite side with respect to the second end portion 203E of the cylinder.
- the hollow longitudinal member 610E is suitable for receiving a portion of rod 30E comprising the first end portion 301E of rod 30E.
- member 610E has a respective end 612E fixed, for example welded, directly to portion 601E.
- such an end 612E of member 610E is a wall 612E which closes an end of the cavity of the hollow longitudinal member 610E.
- the hollow longitudinal member 610E comprises a radially projecting longitudinal portion 611E of member which defines a movable wall of the first cylinder chamber 201E.
- the movement mechanism 60E comprises a plurality of connection linkages 620 interposed between the first end portion 202E of cylinder and the penetrating and anchorage plates 40.
- said penetrating and anchorage plates 40 are arranged radially internal and said connection linkages 620 are arranged radially external with respect to said penetrating and anchorage plates 40.
- the movement mechanism 60E comprises a first and a second connection hinges 621, 622 arranged to connect each connection linkage 620 to said first end portion 202E of cylinder and to one of said penetrating and anchorage plates 40, respectively.
- each penetrating and anchorage plate 40 comprises a seat 402 suitable for at least partly receiving said second connection hinge 622 so as to reduce or eliminate the radial projection of the second connection hinge 622 beyond the respective penetrating and anchorage plate 40 in the rest configuration of the anchorage device 1E. This advantageously allows the radial volume of the anchorage device to be reduced in the rest configuration.
- portion 601E may be narrower than the outer diameter of the cylinder body 20E so that in the rest configuration of device 1E, the radial volume of the plates 40, linkages 620 and hinges 621, 622 does not exceed, or exceeds to a limited extent, beyond the outer diameter of the cylinder body 20E. This results in a particularly reduced radial volume of the whole device 1E.
- the cylinder body 20E comprises a second cylinder chamber 207E suitable for receiving the pressurized hydraulic fluid F.
- the second chamber 207E is opposite to the first cylinder chamber and is delimited by the distancing element 610E on the side opposite to the first end portion 202E of cylinder.
- the distancing element 610E is arranged so as to allow the mechanism portion 601E to move close to the first end portion 202E of cylinder when the hydraulic fluid F is input into the second cylinder chamber 207E so as to allow the movement of the penetrating and anchorage plates 40 to cause the anchorage device 1E to take on the rest configuration.
- the anchorage device 1E comprises a dual effect hydraulic cylinder which, as will be better understood below in the description, in the case of erroneous placement of the anchorage device 1E (obviously before the injection with grout), allows bringing it back to the rest configuration and extracting it from hole H.
- the anchorage device 1E comprises a resistance 70E, or brake 70E, to the relative sliding between the cylinder body 20E and rod 30E.
- Brake 70E is integral with the cylinder body 20E, and more preferably is integral with the second end portion 203E of cylinder, and is suitable for engaging or operatively contacting rod 30E.
- brake 70E may comprise a pair of jaws rigidly connected to the second end portion 203E and suitable for tightening rod 30E so as to contrast the relative sliding between rod 30E and the cylinder body 20E.
- brake 70E is arranged between the second end portion 203E of cylinder and the contrast base 50.
- the anchorage device 1E connected to the tie rod 5, is inserted into the perforating hole H by resting the contrast base 50E on bottom BW of such a hole. Once rested on bottom BW, device 1E takes on the rest configuration in Fig. 10 .
- Device 1E is actuated by initially inputting the pressurized fluid F into the first chamber 201E.
- the pressure of fluid F on the thrust surface of rod 30E and on the thrust surface of the hollow longitudinal member 610E has as effect the relative sliding of rod 30E with respect to member 610E, with member 610E translating in direction X1.
- brake 70E The function of brake 70E is that of initially putting up a calibrated resistance to the translation of cylinder body 20E in direction X1. Namely, considering that the thrust surface of the hollow longitudinal member 610E preferably is about 5 to 8 times greater than the thrust surface of rod 30E, and also since the translation of the cylinder body 20E is initially locked by brake 70E, due to the translation of member 610E, the result is, in a first step, only the spreading takes place of the linkages 620 and of the penetrating and anchorage plates 40 which press the side wall SW of hole H. At this point, device 1E takes on for example, the configuration in Fig. 11 .
- the anchorage device 1E goes from the rest configuration in Fig. 10 , in which the plates 40 and the linkages 620 are parallel to the middle axis Z1, to an intermediate configuration ( Fig. 11 ), in which penetrating and anchorage plates 40 take on a third intermediate angular position ( Fig. 11 ) between the first angular position ( Fig. 10 ) and the second angular position ( Fig. 8 ).
- the free ends 401 of penetration of the penetrating and anchorage plates 40 press or partly penetrate the side wall SW of the perforating hole.
- the injection with cement mixture into hole H may be proceeded with, thus plugging the ground and filling the stretch anchored with cement mixture.
- the pressure of fluid F has the effect of exerting a thrust on the radially projecting portion 611E of member 610E, thus causing the translation of member 610E in opposite direction with respect to direction X1, i.e. towards the bottom BW of hole H, and the discharge from the first chamber 201E of fluid F in such a first chamber 201E. Accordingly, since portion 601E is fixed to the hollow member 610E, the plates 40 move up to taking on an identical or substantially identical angular position to that in Fig. 10 .
- the features of the anchorage device according to the present invention meet the need to increase the efficiency of transferring loads to the ground while almost completely eliminating the extraction problems of the tie rod. Indeed, the anchoring no longer occurs by relying on the friction resistance due to the mortar-ground adhesion, rather it is ensured by the mechanical resistance of the plates which are first driven into the walls of the hole and then embedded with slurry. Therefore, with such a device, it will be more than sufficient to penetrate about 3 to 4 meters into the active stretch (thus drastically reducing the active length which, as mentioned above, generally may also reach 40 meters for conventional tie rods).
- the system can no longer be removed because the metal fins, which are now spread and penetrated in the walls of the hole, have an open diameter which is much greater than the diameter of the perforation, thus achieving, as mentioned, a mechanical type anchoring and no longer a friction anchoring.
- the traditional and uncertain action of bulbs obtained with injections may be eliminated.
- the metal fins actuated by sliding the cylinder rod have a significant penetration force which allows them to be inserted into any type of ground.
- the flexibility of the system not only also allows the device proposed to be applied to anchorage tie rods, but also to any other type of deep foundation.
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Description
- The present invention relates to the field of anchorage systems for geotechnical use, and more specifically relates to an anchorage device for anchorage tie rods and to a process for anchoring such tie rods.
- In the field of geotechnical engineering, it is known to use anchorage tie rods which are installed within a perforating hole to stabilize rocky walls, make bearing walls, partition walls, consolidate excavation walls, tunnels, etc. In particular, there are various types of tie rods, such as e.g. strand, bar, cable, tube tie rods, etc.
- Anchorage tie rods of the known art broadly consist of three main elements: the anchorage head, the free length and the active length (the latter also referred to as a restrained length or foundation bulb).
- The anchorage head typically consists of a steel plate having shape and sizes such as to allow the transfer of the stresses onto a contrast structure such as e.g. a reinforced cement wall, partition wall, bearing wall, etc. The free length, which is the stretch measured from the head of the tie rod up to exceeding the slide line of the ground, forms the part of the tie rod not restrained to the ground in which the reinforcement of the tie rod, which generally is protected with a sheath, may be freely extended.
- The active length is the part of the tie rod in which the reinforcement of the tie rod is anchored to the ground by means of the injection of the final stretch of the perforating hole by means of cement mortar. Once the injection of the cement mortar is complete and it has hardened, the tie rod is tensioned with jacks and hydraulic power units and the reinforcement is fastened at the head with suitable locking clamps. Thereby, the active length transfers the load applied to the ground due to the friction resistance due to the mortar-ground adhesion.
- Therefore, as may be understood, the operating principle of anchorage tie rods commonly used is based on the resistance to extraction obtained due to the friction between the injected bulb and the surrounding ground.
- As clarified below, a drawback of the above-described anchorage tie rods of the known art is due to the fact that often during the useful life of a tie rod or even after a few hours from the placement thereof at the site, there are losses of adhesion such as to compromise the resistance of the anchorage, thus jeopardizing the stability and safety of the work itself.
- Certain considerations have been provided below to better clarify the technical problems which often occur in anchorage tie rods currently used.
- The injection of the active length of the tie rod is a very delicate and tricky operation for many types of grounds (grounds with alluvial features, unconsolidated stratifications) because more often than not, an adequate mortar-ground adhesion cannot be obtained, an adhesion such as to ensure the resistance to extraction. In many situations, the injections become necessary also after the tensioning of the tie rod precisely because often there are losses of adhesion with the ground, while also implementing suitable additives for mitigating the phenomenon of the cement mortar shrinking.
- It indeed is known that complications may occur such as to significantly impact the resistance to extraction during the placement and also during the useful life of the tie rods actually used.
- It is therefore apparent that the greater the active length and perforating diameter for conventional anchorage tie rods, the greater the hold of the tie rod.
- The active length of a classic anchorage tie rod therefore may vary from a minimum of 3 to 4 meters up to reaching a length of about 40 meters in certain types of grounds.
- Therefore, the main parameter to be assessed during the design step is precisely the resistance that the anchoring should put up to the extraction from the ground. In the calculation, only one estimate may be obtained of such a parameter by means of analytical and semi-empirical methods, using the results from geological prospecting and laboratory tests for determining geotechnical parameters of the ground. In any case, legislation obligates the designer to perform load tests on the tie rods in order to arrive at an experimental measurement of the value of resistance to extraction. The calculation of the connected stretch becomes even more problematic in the presence of unconsolidated, sandy, fractured grounds, or even worse in the presence of subsurface water, because additional conditions arise which are difficult to schematize with analytical formulations and in many cases, not even the test tie rods reassure the designer on the hold of the work.
- It is a general object of the present description to provide an anchorage device for anchorage tie rods which allows the above drawbacks with reference to the anchorage tie rods of the known art to be at least partly resolved and obviated.
- These and other objects are achieved by means of an anchorage device for tie rods as defined in
claim 1 in the most general embodiment thereof, and in the dependent claims in certain particular embodiments thereof. - An assembly of parts as defined in
claim 5 is also the subject of the present invention. - Moreover, a process for anchoring anchorage tie rods as defined in claim 6, is the subject of the present invention.
- Moreover, an anchorage device for anchoring anchorage tie rods as defined in claim 7, is the subject of the present invention.
- Moreover, an assembly of parts as defined in claim 14 is the subject of the present invention.
- Moreover, a process for anchoring anchorage tie rods as defined in
claim 15, is the subject of the present invention. - The invention will be better understood from the following detailed description of embodiments thereof, given by way of non-limiting example with reference to the accompanying drawings, in which:
-
Fig. 1 is a diagrammatic cross-section plan view of an assembly of parts comprising an anchorage tie rod which is anchored within a perforating hole by means of an anchorage device for anchorage tie rods according to a currently preferred embodiment, such an anchorage device being depicted in an anchorage configuration; -
Fig. 2 is a diagrammatic top plan view of the anchorage device inFig. 1 , inserted in the hole inFig. 1 , in which the anchorage device is depicted in a first configuration; -
Fig. 3 is a diagrammatic front plant view in which the anchorage device inFig. 1 is shown in cross section along the line A-A inFig. 2 in the first configuration inFig. 2 , and inserted in the perforating hole inFig. 1 ; -
Fig. 4 is a diagrammatic plan view similar toFig. 3 , in which the anchorage device is depicted in a different configuration with respect toFig. 3 ; -
Fig. 5 is a diagrammatic plan view similar toFigures 3 and4 , in which the anchorage device is depicted in a different configuration with respect to such drawings; -
Fig. 6 is a diagrammatic plan view similar toFigures 3 to 5 , in which the anchorage device is depicted in the configuration inFig. 1 ; -
Fig. 7 is a view similar toFig. 3 , in which there is depicted a further embodiment of an anchorage device for anchorage tie rods according to the present description; -
Fig. 8 is a diagrammatic cross-section plan view of an assembly of parts comprising an anchorage tie rod which is anchored within a perforating hole by means of an anchorage device for anchorage tie rods according to a further embodiment, such an anchorage device being depicted in an anchorage configuration; -
Fig. 9 is a diagrammatic top plan view of the anchorage device inFig. 8 , inserted in the perforating hole inFig. 8 , in which the anchorage device is depicted in a rest configuration; -
Fig. 10 is a diagrammatic front plan view in which the anchorage device inFig. 9 is shown in cross section along the line B-B inFig. 9 ; and -
Fig. 11 is a diagrammatic plan view similar toFig. 10 , in which the anchorage device is depicted in a different configuration with respect toFig. 10 . - In general, equal or similar elements are indicated by the same numerals in the accompanying drawings. However, for increased clarity of the present description, certain equal or similar elements related to different embodiments of the present invention may be indicated also by different numerals.
- Moreover, it is worth noting that in the following description, the term "radial" or other similar terms used to define a part of an anchorage device according to the present description refer to the translation direction of the body of the hydraulic cylinder, or of the rod of the hydraulic cylinder, of the anchorage device.
- First, with reference to
Fig. 1 , such a drawing shows an assembly of parts which is indicated as whole withnumeral 100. The assembly ofparts 100 comprises ananchorage tie rod 5 preferably including at least onestrand 10, and more preferably a plurality ofstrands 10, for example twostrands 10 as shown inFig. 1 . According to a preferred embodiment, the part of thetie rod 5 corresponding to the free length of thetie rod 5 is protected by a smooth sheath 6.1 of the type in itself known, while the part of thetie rod 5 corresponding to the active length of thetie rod 5 is protected by a corrugated sheath 6.2 of the type in itself known. Moreover,assembly 100 comprises ananchorage device 1 for anchorage tie rods according to a currently preferred embodiment, and ahead plate 15, oranchorage head 15, for anchoring the aforesaid tie rod. Thehead plate 15, preferably made of metal material, is arranged at an input opening T1 of a perforating hole H made in a ground G. Hole H has a side wall SW of hole and a bottom BW of hole. In the example shown in the accompanying drawings, hole H is made both through a contrast structure P1, such as e.g. a reinforced cement wall, a partition wall, a bearing wall, etc., and through ground G. In particular, thehead plate 15 is arranged at the input opening T1 to allow the transfer of the stresses onto the contrast structure P1. - The
anchorage device 1 is suitable for being inserted into the perforating hole H to allow anchoring the aforesaid anchorage tie rod. It is worth noting, as indicated above, that theanchorage tie rod 5 in the example embodiment is a tie rod with strands, i.e. a tie rod comprising, or consisting of, one ormore strands 10. However, the teachings of the present description may be applied in general to all types of anchorage tie rods, such as for example and not limited to, bar tie rods, cable tie rods, tube tie rods, etc. - The
anchorage tie rod 5, theanchorage device 1 and thehead plate 15 inFig. 1 are depicted in the respective final anchoring configuration. As may be noted inFig. 1 , thetie rod 5 has each a respective end fixed to theanchorage device 1 and an opposite end fixed toplate 15, preferably by means of alocking clamp 16. In other words, in the example, each of thestrands 10 has a respective end fixed to theanchorage device 1 and an opposite end fixed toplate 15, preferably by means of arespective locking clamp 16. - With reference to
Figures 2 to 3 , theanchorage device 1 comprises ahydraulic cylinder cylinder body 20 and acylinder rod 30.Rod 30 is slidably mounted tobody 20. Thecylinder body 20 comprises acylinder chamber 201, orexpansion chamber 201, which is suitable for receiving a pressurized hydraulic fluid F, preferably pressurized oil F. According to a preferred embodiment, fluid F is input intochamber 201 by means of at least one input tube 11 (Fig. 1 ) communicating withchamber 201.Rod 30 comprises afirst end portion 301 of rod received inchamber 201 and asecond end portion 302 of rod opposite to thefirst end portion 301.Portion 301 comprises athrust wall 301A suitable for receiving the thrust of fluid F. To this end, it is worth noting that the actual thrust surface ofwall 301A corresponds to an area equal to the area of a section orthogonal torod 30 which is intermediate between theend portions Figures 1 to 6 , the radially projecting portion ofwall 301A does not contribute to the thrust onrod 30.Body 20 comprises afirst end portion 202 of cylinder for connecting thehydraulic cylinder anchorage tie rod 5, an oppositesecond end portion 203 of cylinder suitable for being operatively crossed byrod 30 and acylinder side wall 204, orcylinder jacket 204, interposed between said first andsecond end portions second end portion 203 comprises aconnection plate 203 which is fixed, and more preferably is welded, to theside wall 204. Theanchorage device 1, comprises at least two penetrating andanchorage plates 40, preferably made of metal material, e.g. steel, which are hinged tobody 20, and more preferably to theconnection plate 203. In particular, as may be noted inFig. 3 , theanchorage device 1 comprises at least one pair ofplates 40 opposed with respect tobody 20, i.e. arranged on two opposite sides ofbody 20. With reference toFig. 2 , according to a preferred embodiment, theanchorage device 1 comprises four penetrating andanchorage plates 40 which are opposed two-by-two with respect tobody 20. Each penetrating andanchorage plate 40 has afree end portion 401 of penetration. According to a convenient embodiment, the free ends 401 are sharp ends. - With reference to
Fig. 3 , theanchorage device 1 comprises acontrast base 50. Preferably,base 50 is a plate-shaped base.Base 50 is associated with thesecond end portion 302 ofrod 30 to allow theanchorage device 1 to be rested on the bottom BW of hole H. According to one embodiment,base 50 is fixed to theend portion 302 ofrod 30 preferably by means of at least onefastening screw 501. - Again with reference to
Fig. 3 , theanchorage device 1 comprises amovement mechanism 60 to allow the movement of the penetrating andanchorage plates 40. Themovement mechanism 60 comprises amechanism portion 601 which is operatively connected to the penetrating andanchorage plates 40 and is suitable for being operatively crossed by thecylinder rod 30 so as to allow a relative sliding between such amechanism portion 601 androd 30.Portion 601 in particular is arranged between thecontrast base 50 and thesecond end portion 203 of cylinder. According to a preferred embodiment,portion 601 comprises amechanism plate 601 comprising aplate hole 603 crossed byrod 30. - The
anchorage device 1 is suitable for taking on a relatively compact rest configuration (Fig. 3 ), in which the penetrating andanchorage plates 40 take on a first angular position in which they are facing theside wall 204 ofbody 20. Moreover, theanchorage device 1 is suitable for taking on an anchorage configuration (Fig. 1 andFig. 6 ) which is relatively unfolded with respect to the rest configuration, in which the penetrating andanchorage plates 40 take on a second angular position, different from the first angular position. - The
anchorage device 1 comprises anabutment portion 205 which preferably comprises anabutment wall 205 ofplate 203. Theabutment wall 205 is located withinbody 20. Themovement mechanism 60 comprises astroke end element 602 which is integral with theportion 601 ofmechanism 60. Thestroke end element 602 preferably comprises astroke end wall 602 and is suitable for abutting against theabutment portion 205 to stop the penetrating andanchorage plates 40 in the aforesaid anchorage configuration (Fig. 6 ). - Again with reference to
Fig. 3 , themovement mechanism 60 comprises at least onedistancing element portion 601 and arranged so as to allow such amechanism portion 601 to move away from thesecond end portion 203 of cylinder when the hydraulic fluid F is input intochamber 201. - Again with reference to
Fig. 3 , according to a convenient embodiment, the aforesaid at least onedistancing element sleeve member 610. According to a convenient embodiment, thesleeve member 610 is partly extended withinbody 20 and comprises aportion 611 of sleeve member which defines amovable wall 611 ofchamber 201. This advantageously allows a more compact anchorage device to be made which requires less pressure of fluid F to actuate the anchorage device and to allow the penetration of the penetrating andanchorage plates 40 through the side wall SW of hole H with respect to the second embodiment of the anchorage device (Fig. 7 ), which will be described below in the present description. - According to a convenient embodiment,
portion 611 has a thrust surface which is equal to about three times the above-mentioned actual thrust surface of thethrust wall 301A. Thesleeve member 610 is integral withportion 601 and comprises thestroke end element 602. According to a preferred embodiment, thesleeve member 610 has a radially projecting end flange which comprises thestroke end wall 602 and themovable wall 611. Thesleeve member 610 is coaxial torod 30 and is slidably mounted to thesecond end portion 203 of the cylinder.Rod 30 is suitable for sliding through thesleeve member 610. According to a preferred embodiment, seal elements (not depicted) are provided between thesleeve member 610 and theside wall 204 ofbody 20. - According to a preferred embodiment, the aforesaid at least one
distancing element resistance 70 to the sliding ofportion 601, orbrake 70, which is integral withportion 601 or thesleeve member 610 and is suitable for engaging or operatively contactingrod 30. For example, brake 70 may comprise a pair of jaws rigidly connected toportion 601 and suitable for tighteningrod 30 so as to contrast the relative sliding betweenrod 30 andportion 601. In the example shown,brake 70 is arranged betweenportion 601 andportion 203. However, according to an alternative embodiment, brake 70 may be arranged betweenportion 601 andbase 50. - Again with reference to
Fig. 3 , according to a preferred embodiment, themovement mechanism 60 comprises a plurality ofconnection linkages 620 which are interposed between themechanism portion 601 and the penetrating andanchorage plates 40. According to a preferred embodiment,such connection linkages 620 comprise a plurality ofconnection plates 620, for example oneconnection plate 620 for each penetrating andanchorage plate 40.Mechanism 60 further comprises a first and asecond connection hinge connection linkage 620 toportion 601 and to one of the penetrating andanchorage plates 40, respectively. According to a convenient embodiment, each penetrating andanchorage plate 40 comprises aseat 402 suitable for at least partly receiving one of the aforesaid second connection hinges 622 so as to reduce or eliminate the radial projection of such asecond connection hinge 622 beyond the respective penetrating andanchorage plate 40 in the aforesaid rest configuration ofdevice 1. According to a preferred embodiment,seat 402 is made by shaping the penetrating andanchorage plates 40 so that such plates have a bayonet profile, as shown for example inFig. 3 . It is worth noting that the fact of reducing the radial projection of thehinges 622 in the rest configuration conveniently allows increasing the penetration efficiency of theplates 40 because it avoids thehinges 622 from coming into contact with the side wall SW of hole H before the free ends 401 of penetration of theplates 40. - The structure of the
anchorage device 1 andassembly 100 being described, now there is described a method of usingdevice 1 with reference to the embodiment shown in the accompanyingFigures 1 to 6 . - First, the
anchorage device 1, connected to thetie rod 5, is inserted into the perforating hole H by resting thecontrast base 50 on bottom BW of such a hole. Once rested on bottom BW,device 1 takes on the rest configuration inFig. 3 .Device 1 is then actuated by inputting the pressurized fluid F intochamber 201 by means of theinput tube 11. The pressure of fluid F onportion 611 of thesleeve member 610 has the effect of thesleeve member 610, and accordingly ofplate 601 which is integral with thesleeve member 610, sliding towards the bottom BW of hole H. The distancing of theplate 601 ofmechanism 60 from theconnection plate 203 results in the initial opening of the penetrating andanchorage plates 40 which take on a third angular position (shown inFig. 4 ), which is intermediate between the aforesaid first angular position (Fig. 3 ) and second angular position (Fig. 1 orFig. 6 ). It is worth noting that according to a preferred embodiment, in the passage from the first angular position to the third angular position of theplates 40, the distancing betweenplate 601 and theconnection plate 203 is very limited, for example equal to about 10 mm. It is also worth noting that although the penetrating andanchorage plates 40 inFig. 4 are depicted with the respective free ends 401 of penetration resting on the side wall SW of hole H, the free ends 401 of theplates 40 preferably press against the side wall SW and more preferably partly penetrate through the side wall SW in the third angular position. - Continuing to input the pressurized fluid F into
chamber 201 from the aforesaid third angular position of theplates 40, sincerod 30 cannot translate towards the bottom of hole H because thecontrast base 50 contrasts with the bottom BW of hole H, a translation occurs of thecylinder body 20 in the distancing direction X1 from the bottom BW of hole H, whilerod 30 remains stopped. Accordingly, there is a translation in direction X1 also of theplate 601 ofmechanism 60 and of the penetrating andanchorage plates 40. To this end, it is worth noting that during the translation ofbody 20 in direction X1, due to the effect of the thrust of fluid F onportion 611 of thesleeve member 610, such asleeve 610 continues to be thrusted in direction opposite to direction X1, i.e. towards the bottom BW of hole H. Accordingly, the translation in direction X1 of theplate 601 ofmechanism 60 is slowed down or braked with respect to the translation in direction X1 ofbody 20, and more specifically with respect to the translation of theconnection plate 203. Thereby, during the translation ofbody 20 in direction X1,plate 601 progressively moves away from theconnection plate 203, thus allowing a further spreading or umbrella opening of theplates 40 and accordingly, the penetration ofsuch plates 40 through the side wall SW of hole H. To this end, it is worth noting that the penetration of theplates 40 through the side wall SW occurs at least partly diagonally due to the effect of the translation ofbody 20 in direction X1, in the sense that theplates 40 penetrate through the side wall SW both in lateral direction, i.e. in direction orthogonal to direction X1, and in direction X1. It is worth noting that when present,brake 70 allows the mutual distancing ofplate 203 and ofportion 601, and accordingly the penetration of theplates 40 through wall SW, to be further facilitated. -
Fig. 5 shows theanchorage device 1 in an intermediate penetration configuration in which theplates 40 take on a fourth intermediate angular position between the first angular position (Fig. 3 ) and the second angular position (Fig. 6 ). More specifically, in the fourth angular position inFig. 5 , theplates 40 take on an intermediate angular position between the third angular position (Fig. 4 ) and the second angular position (Fig. 6 ). It may be noted inFig. 5 that theplates 40 are more penetrated through wall SW with respect to the configuration inFig. 4 . Moreover, theplates 601 andplate 203 inFig. 5 are more spaced apart from one another with respect to the configuration inFig. 4 and are also both more spaced apart from thecontrast base 50 and from the bottom BW of hole H with respect to the configuration ofdevice 1 shown inFig. 4 . - Continuing to input the pressurized fluid into
chamber 201 from the configuration inFig. 5 ,device 1 reaches the anchorage configuration inFig. 6 . As may be noted inFig. 6 , according to a preferred embodiment, in the anchorage configuration, thestroke end wall 602 abuts against theabutment wall 205 so as to stop the penetrating andanchorage plates 40 in the second angular position while theplates 40 are arranged orthogonal or substantially orthogonal with respect to direction X1, i.e. with respect to the translation direction ofbody 20. - Practically, summarizing the above in relation to the operation of
device 1, by inputting the pressurized fluid F intochamber 201,device 1 goes from the rest configuration, in which the penetrating andanchorage plates 40 preferably are parallel or substantially parallel to thejacket 204 of the hydraulic cylinder, to the final anchorage configuration, in which theplates 40 have performed their kinematism and are penetrated in the side wall SW of hole H. Once theanchorage device 1 has taken on the anchorage configuration, a cement mixture may be injected into hole H, thereby plugging the ground and filling at least the stretch anchored, i.e. the stretch corresponding todevice 1, with the cement mixture. - Referring now to
Fig. 7 , such a drawing shows an anchorage device for anchorage tie rods according to a second embodiment, which is indicated as a whole with numeral 1A. Theanchorage device 1A inFig. 7 is shown in a respective rest configuration similar to the rest configuration ofdevice 1 shown inFig. 3 . It is worth noting that theanchorage device 1A differs from theanchorage device 1 essentially in that it has a hydraulic cylinder having a slightlydifferent cylinder body 20A with respect tobody 20, in that it has alonger cylinder rod 30A with respect torod 30 and in that it has amovement mechanism 60A for allowing the movement of the penetrating andanchorage plates 40 which is slightly different with respect to themovement mechanism 60. - In particular,
body 20A comprises afirst end portion 202A of cylinder for connecting the hydraulic cylinder to the aforesaidanchorage tie rod 5, an oppositesecond end portion 203A of cylinder, orconnection plate 203A, suitable for being operatively crossed byrod 30A, and acylinder side wall second end portions portions portions device 1 inFig. 1 .Body 20A comprises at least oneintermediate wall 203B which is arranged transversally torod 30A and is arranged in an intermediate position between the first and thesecond end portion intermediate wall 203B is operatively crossed byrod 30A. According to a preferred embodiment, seal elements (not depicted) are operatively interposed between theintermediate wall 203B androd 30A. As may be noted inFig. 7 ,body 20A comprises a firsthollow portion 20B of cylinder and a second hollow portion 20C of cylinder. The firsthollow portion 20B comprises acylinder chamber 201A, orexpansion chamber 201A, suitable for receiving the pressurized hydraulicfluid F. Chamber 201A is delimited by theend portion 202A, by the oppositeintermediate wall 203B, and by afirst portion 204B of side wall of theside wall first portion 204B is interposed between theend portion 202A and theintermediate wall 203B. -
Rod 30A comprises afirst end portion 301B of rod received inchamber 201A and asecond end portion 302A of rod, which is opposite to thefirst end portion 301B. Theaforesaid contrast base 50 is associated with thesecond end portion 302A. - The second hollow portion 20C extends from the
intermediate wall 203B and is coaxial withportion 20B. In particular, the second hollow portion 20C is defined by theintermediate wall 203B, by the oppositesecond end portion 203A of cylinder and by asecond portion 204C of side wall of theside wall Portion 204C is interposed between theintermediate wall 203B and thesecond end portion 203A of cylinder. - Again with reference to
Fig. 7 , it is worth noting thatmechanism 60A differs frommechanism 60 only in that it provides asleeve member 610A which is arranged in a different manner with respect to thesleeve member 610, and accordingly has a partly different operation with respect to the operation of thesleeve member 610. Indeed, in the example thesleeve member 610A structurally is identical to thesleeve member 610 ofdevice 1. - In particular, like the
sleeve member 610, thesleeve member 610A is integral with themechanism portion 601 ofmechanism 60A and comprises the aforesaidstroke end element 602 which is suitable for abutting against anabutment portion 205A, orabutment wall 205A, to stop the penetrating andanchorage plates 40 in an anchorage configuration similar to the anchorage configuration ofdevice 1 shown inFig. 6 . Thesleeve member 610A is coaxial torod 30A and is slidably mounted to thesecond end portion 203A.Rod 30A is suitable for sliding through thesleeve member 610A. The substantial difference betweenmechanism 60 andmechanism 60A is that thesleeve member 610A is arranged outsidechamber 201A. In particular, thesleeve member 610A is arranged partly within the second hollow portion 20C and does not define a movable wall ofchamber 201A. - It is also worth noting that in the case of the
anchorage device 1A, thesleeve member 610A does not also perform the function of distancing theend portion 203A and theportion 601 ofmechanism 60A from each other. Indeed, in the case ofdevice 1A, such a function is performed only by theaforementioned brake 70. - The operation of the
anchorage device 1A generally substantially is identical to the operation of theanchorage device 1. The only operating difference betweendevice 1 anddevice 1A lies essentially in the fact that, as mentioned above, the distancing between theportion 601 ofmechanism 60A and theconnection plate 203A is due only to brake 70. In other words, in the case ofdevice 1A, thesleeve member 610A absolves the function of stroke end by means of thestroke end element 602, while it does not absolve the function of distancingportion 601 and theconnection plate 203A from each other. Practically, from the rest configuration ofdevice 1A shown inFig. 7 , the function ofbrake 70 is that of initially putting up a calibrated resistance to the translation ofbody 20A in direction X1. Namely, from the configuration inFig. 7 , a translation is caused ofbody 20A in direction X1 when fluid F is input intochamber 201A sincerod 30A cannot slide towards bottom BW due to the fact that thecontrast base 50 is contrasting with bottom BW. Due to brake 70, initiallyportion 601 remains stopped (as well as thesleeve member 610A which is integral with the latter), whileplate 203A moves away fromportion 601 translating in direction X1 so as to allow the penetrating andanchorage plates 40 to take on a configuration similar to the configuration ofdevice 1 shown inFig. 4 . From the latter configuration, continuing to input fluid F intochamber 201A,body 20A continues to translate in direction X1 together with theplates 40 andportion 601 untildevice 1A takes on an anchorage configuration similar to the anchorage configuration ofdevice 1 shown inFig. 1 andFig. 6 . In particular, during such a translation ofbody 20A, sinceportion 601 is partly braked bybrake 70, theconnection plate 203A andportion 601 continue moving away from each other so as to allow the umbrella opening of the penetrating andanchorage plates 40, and accordingly the penetration of the penetrating andanchorage plates 40 through the side wall SW. It is worth noting that the umbrella opening of theplates 40 is also facilitated by the pressure of theplates 40 on the side wall SW in the configuration similar to the configuration inFig. 4 . It is also worth noting, as described above in relation to the operation of theanchorage device 1, during the translation ofbody 20A in direction X1, the penetrating andanchorage plates 40 penetrate the wall SW of hole H diagonally, i.e. both laterally and in direction X1. Once the installation ofdevice 1A is complete, as in the case ofdevice 1, the injection may be proceeded with, thus plugging the ground and filling at least the anchored stretch with cement mixture. - Generalizing the above description, a process has therefore been described for anchoring anchorage tie rods, comprising:
- A) a step of providing an anchorage device (1; 1A) and an anchorage tie rod (10) connected to the anchorage device (1; 1A), the anchorage device (1; 1A) comprising:
- a hydraulic cylinder comprising a cylinder body (20; 20A) and a cylinder rod (30; 30A) slidably mounted to the cylinder body (20; 20A), the cylinder body (20; 20A) comprises a cylinder chamber (201; 201A) suitable for receiving a pressurized hydraulic fluid (F), the cylinder rod (30; 30A) comprises a first end portion (301; 301A) of rod received in the cylinder chamber (201; 201A) and a second end portion (302; 302A) of rod opposite to the first end portion (301; 301A) of rod, said cylinder body (20; 20A) comprises a first end portion (202; 202A) of cylinder for connecting the hydraulic cylinder to said at least one anchorage tie rod (10), an opposite second end portion (203; 203A) of cylinder suitable for being operatively crossed by the cylinder rod (30; 30A) and a cylinder side wall (204; 204B, 204C) interposed between said first and second end portions (202, 203; 202A, 203A) of cylinder;
- at least two penetrating and anchorage plates (40) hinged to the cylinder body (20; 20A), each penetrating and anchorage plate (40) having a free end portion (401) of penetration;
- a contrast base (50) associated with said second end portion (302; 302A) of rod to allow the anchorage device (1; 1A) to be rested on a bottom (BW) of a perforating hole (H);
- a movement mechanism (60; 60A) for allowing the movement of the penetrating and anchorage plates (40), said movement mechanism (60; 60A) comprising a mechanism portion (601) which is operatively connected to the penetrating and anchorage plates (40) and is suitable for being operatively crossed by the cylinder rod (30; 30A) so as to allow a relative sliding between such a mechanism portion (601) and the cylinder rod (30; 30A), said mechanism portion (601) being arranged between said contrast base (50) and said second end portion (203; 203A) of cylinder;
a relatively compact rest configuration, in which the penetrating and anchorage plates (40) take on a first angular position in which they are facing the cylinder side wall (204; 204B, 204C); and
an anchorage configuration which is relatively unfolded with respect to the rest configuration, in which the penetrating and anchorage plates (40) take on a second angular position, different from the first angular position;
in which the anchorage device (1; 1A) comprises an abutment portion (205; 205A) and the movement mechanism (60; 60A) comprises a stroke end element (602) which is integral with said mechanism portion (601) and which is suitable for abutting against said abutment portion (205; 205A) in order to stop the penetrating and anchorage plates (40) in said anchorage configuration;
in which the movement mechanism (60; 60A) comprises at least one distancing element (610, 70) operatively connected to said mechanism portion (601) and arranged so as to allow said mechanism portion (601) to move away from the second end portion (203; 203A) of cylinder when the hydraulic fluid (F) is input into the cylinder chamber (201; 201A); - B) a step of inserting the anchorage device (1; 1A) connected to said tie rod (10) into said perforating hole (H) and resting said contrast base (50) on the bottom (BW) of said perforating hole (H);
- C) a first step of inputting said hydraulic fluid (F) into said cylinder chamber (201; 201A) so as to move said mechanism portion (601) away from said second end portion (203; 203A) of cylinder by means of said distancing element (610, 70), in order to cause said penetrating and anchorage plates (40) to take on a third intermediate angular position between said first and second angular position, the free ends (401) of penetration of the penetrating and anchorage plates (40) pressing or partly penetrating the side wall (SW) of the perforating hole in said third angular position; and
- D) a second step of inputting said hydraulic fluid (F) into said cylinder chamber (201; 201A) so as to cause a translation of the cylinder body (20; 20A), said mechanism portion (601) and the penetrating and anchorage plates (40) in the distancing direction (X1) from the bottom (BW) of the perforating hole (H) so as to allow the penetrating and anchorage plates (40) to further penetrate through the side wall (SW) of the perforating hole (H) and so as to cause such plates (40) to take on said anchorage configuration.
- Based on the above description, it may be understood how an anchorage device according to the present invention is such as to resolve the above-mentioned drawbacks with reference to the known art.
- The features of an anchorage device according to the present description indeed meet the need to increase the efficiency of transferring loads to the ground while almost completely eliminating the extraction problems of the tie rod. Indeed, the anchoring no longer occurs by relying on the friction resistance due to the mortar-ground adhesion, rather it is ensured by the mechanical resistance of the penetrating and anchorage plates which are first driven into the walls of the perforating hole and then embedded with slurry. Therefore, with such a device, it will be more than sufficient to penetrate about 3 to 4 meters into the active stretch (thus drastically reducing the active length which as mentioned above, generally may also reach 40 meters for conventional tie rods), proceed with opening by actuating the cylinder rod and once penetration is complete, inject cement grout.
- Once anchored, the system can no longer be removed because the penetrating and anchorage plates, which are now spread and penetrated in the side wall of the hole, have an open diameter which is much greater than the diameter of the perforation, thus achieving, as mentioned, a mechanical type anchoring and no longer a friction anchoring.
- With reference now to
Fig. 8 , such a drawing shows an assembly of parts which is indicated as whole with numeral 100E. The assembly ofparts 100E comprises ananchorage tie rod 5 preferably including at least onestrand 10, and more preferably a plurality ofstrands 10, for example twostrands 10 as shown inFig. 8 . According to a preferred embodiment, the part of thetie rod 5 corresponding to the free length of thetie rod 5 is protected by a smooth sheath 6.1 of the type in itself known, while the part of thetie rod 5 corresponding to the active length of thetie rod 5 is protected by a corrugated sheath 6.2 of the type in itself known. Moreover,assembly 100E comprises ananchorage device 1E for anchorage tie rods according to a further embodiment, and ahead plate 15, oranchorage head 15, for anchoring theaforesaid tie rod 5. Thehead plate 15, preferably made of metal material, is arranged at an input opening T1 of a perforating hole H made in a ground G. Hole H has a side wall SW of hole and a bottom BW of hole. In the example shown in the accompanying drawings, hole H is made both through a contrast structure P1, such as e.g. a reinforced cement wall, a partition wall, a bearing wall, etc., and through ground G. In particular, thehead plate 15 is arranged at the input opening T1 to allow the transfer of the stresses onto the contrast structure P1. - The
anchorage device 1E is suitable for being inserted into the perforating hole H to allow anchoring the aforesaid anchorage tie rod. It is worth noting, as indicated above, that theanchorage tie rod 5 in the example embodiment is a tie rod with strands, i.e. a tie rod comprising, or consisting of, one ormore strands 10. However, the teachings of the present description may be applied in general to all types of anchorage tie rods, such as for example and not limited to, bar tie rods, cable tie rods, tube tie rods, etc. - The
anchorage tie rod 5, theanchorage device 1E and thehead plate 15 inFig. 8 are depicted in the respective final anchoring configuration. As may be noted inFig. 8 , thetie rod 5 has a respective end fixed to theanchorage device 1E and an opposite end fixed to plate 15, preferably by means of at least one lockingclamp 16. In other words, each of thestrands 10 in the example has a respective end fixed to theanchorage device 1E and an opposite end fixed to plate 15, preferably by means of arespective locking clamp 16. With reference to figuresFig. 8 to Fig. 11 , theanchorage device 1E comprises a hydraulic cylinder having a middle axis Z1. Such a hydraulic cylinder comprises acylinder body 20E and acylinder rod 30E slidably mounted to thecylinder body 20E. The middle axis Z1 practically corresponds to the translation direction ofbody 20E or ofrod 30E. Thecylinder body 20E comprises afirst cylinder chamber 201E, orfirst expansion chamber 201E, suitable for receiving a pressurized hydraulic fluid F (such a fluid is depicted by means of small lines inFig. 8 andFig. 11 ). Fluid F may be input into thefirst chamber 201E preferably by means of at least one tube (not depicted) communicating withchamber 201E. Thecylinder rod 30E comprises afirst end portion 301E of rod received in thefirst cylinder chamber 201E and asecond end portion 302E of rod, which is opposite to thefirst end portion 301E. Thecylinder body 20E comprises afirst end portion 202E of cylinder, an oppositesecond end portion 203E of cylinder suitable for being operatively crossed byrod 30E, and acylinder side wall 204E interposed between said first andsecond end portions first end portion 202E comprises anend plate 202E of cylinder. Theanchorage device 1E comprises at least two penetrating andanchorage plates 40, preferably fourplates 40 opposed two-by-two as shown inFig. 9 . Each penetrating andanchorage plate 40 has afree end portion 401 of penetration. Theanchorage device 1E further comprises acontrast base 50 associated with thesecond end portion 302E of rod to allow theanchorage device 1E to be rested on a bottom BW of hole H. Again, theanchorage device 1E comprises amovement mechanism 60E operatively connected to the hydraulic cylinder to allow the movement of the penetrating andanchorage plates 40. Themovement mechanism 60E comprises amechanism portion 601E, preferably amechanism plate 601E, to which the penetrating andanchorage plates 40 are hinged and to which theanchorage tie rod 5 is suitable for being connected.Portion 601E is arranged facing thefirst end portion 202E of cylinder. - The
anchorage device 1E is suitable for taking on a relatively compact rest configuration (Fig. 10 ). In such a rest configuration, the penetrating andanchorage plates 40 project from themechanism portion 601E on the opposite side with respect to thecontrast base 50. Moreover, in such a rest configuration, theplates 40 take on a first angular position in which they are arranged parallel or substantially parallel to the middle axis Z1 of the hydraulic cylinder. - The
anchorage device 1E is also suitable for taking on an anchorage configuration (Fig. 8 ) which is relatively unfolded with respect to the rest configuration (Fig. 10 ). In the anchorage configuration, the penetrating andanchorage plates 40 take on a second angular position, different from the first angular position. According to one embodiment, in the anchorage configuration, theplates 40 are extended orthogonally or substantially orthogonally with respect to the middle axis Z1 of the hydraulic cylinder. - Again with reference to
Fig. 8 to Fig. 11 , themovement mechanism 60E comprises at least onedistancing element 610E operatively connected to themechanism portion 601E. Thedistancing element 610E is arranged so as to operatively cross thefirst end portion 202E of cylinder and to allow themechanism portion 601E to move away from thefirst end portion 202E of cylinder when the hydraulic fluid F is input into thefirst cylinder chamber 201E so as to allow the movement of the penetrating andanchorage plates 40. - According to one embodiment, the at least one
distancing element 610E comprises a hollowlongitudinal member 610E, orsleeve 610E, which is integral with themechanism portion 601E. The hollowlongitudinal member 610E is coaxial torod 30E and delimits thefirst cylinder chamber 201E on the opposite side with respect to thesecond end portion 203E of the cylinder. When theanchorage device 1E takes on the rest configuration, the hollowlongitudinal member 610E is suitable for receiving a portion ofrod 30E comprising thefirst end portion 301E ofrod 30E. Preferably,member 610E has arespective end 612E fixed, for example welded, directly toportion 601E. Preferably, such anend 612E ofmember 610E is awall 612E which closes an end of the cavity of the hollowlongitudinal member 610E. - According to one embodiment, the hollow
longitudinal member 610E comprises a radially projectinglongitudinal portion 611E of member which defines a movable wall of thefirst cylinder chamber 201E. - According to one embodiment, the
movement mechanism 60E comprises a plurality ofconnection linkages 620 interposed between thefirst end portion 202E of cylinder and the penetrating andanchorage plates 40. In particular, in the rest configuration, said penetrating andanchorage plates 40 are arranged radially internal and saidconnection linkages 620 are arranged radially external with respect to said penetrating andanchorage plates 40. - According to a convenient embodiment, the
movement mechanism 60E comprises a first and a second connection hinges 621, 622 arranged to connect eachconnection linkage 620 to saidfirst end portion 202E of cylinder and to one of said penetrating andanchorage plates 40, respectively. In particular, each penetrating andanchorage plate 40 comprises aseat 402 suitable for at least partly receiving saidsecond connection hinge 622 so as to reduce or eliminate the radial projection of thesecond connection hinge 622 beyond the respective penetrating andanchorage plate 40 in the rest configuration of theanchorage device 1E. This advantageously allows the radial volume of the anchorage device to be reduced in the rest configuration. - It is worth noting that since
rod 30E does not completelycross member 610E and themechanism portion 601E, the thrust surface ofmember 610E may be wholly taken advantage of. Thereby, the opening and complete penetration of theplates 40 is obtained, thus reducing the stroke ofdevice 1E itself. All this results in having a particularlyshort cylinder body 20E and therefore, in essence, thewhole device 1E being particularly short. - Moreover, it is worth noting that with the arrangement of
member 610E, it becomes possible to fasten theend 612E thereof toportion 601E to which theplates 40 are hinged, while thelinkages 620 may be hinged to thefirst end portion 202E of cylinder. The advantage obtained is that, being beyond thefirst end portion 202E of cylinder,portion 601E may be narrower than the outer diameter of thecylinder body 20E so that in the rest configuration ofdevice 1E, the radial volume of theplates 40,linkages 620 and hinges 621, 622 does not exceed, or exceeds to a limited extent, beyond the outer diameter of thecylinder body 20E. This results in a particularly reduced radial volume of thewhole device 1E. - According to a convenient embodiment, the
cylinder body 20E comprises asecond cylinder chamber 207E suitable for receiving the pressurized hydraulic fluid F. Thesecond chamber 207E is opposite to the first cylinder chamber and is delimited by thedistancing element 610E on the side opposite to thefirst end portion 202E of cylinder. Thedistancing element 610E is arranged so as to allow themechanism portion 601E to move close to thefirst end portion 202E of cylinder when the hydraulic fluid F is input into thesecond cylinder chamber 207E so as to allow the movement of the penetrating andanchorage plates 40 to cause theanchorage device 1E to take on the rest configuration. It is worth noting that the space or distance between theradially projecting portion 611E and thefirst end portion 202E of cylinder inFig. 8 was depicted significantly enlarged with respect to the actual condition so as to be able to depict thesecond chamber 207E. However, in the configuration inFig. 8 ,portion 611E is abutting or substantially abutting against thefirst end portion 202E of cylinder. - In essence, according to a convenient embodiment, the
anchorage device 1E comprises a dual effect hydraulic cylinder which, as will be better understood below in the description, in the case of erroneous placement of theanchorage device 1E (obviously before the injection with grout), allows bringing it back to the rest configuration and extracting it from hole H. - According to a preferred embodiment, the
anchorage device 1E comprises aresistance 70E, orbrake 70E, to the relative sliding between thecylinder body 20E androd 30E.Brake 70E is integral with thecylinder body 20E, and more preferably is integral with thesecond end portion 203E of cylinder, and is suitable for engaging or operatively contactingrod 30E. For example,brake 70E may comprise a pair of jaws rigidly connected to thesecond end portion 203E and suitable for tighteningrod 30E so as to contrast the relative sliding betweenrod 30E and thecylinder body 20E. Preferably,brake 70E is arranged between thesecond end portion 203E of cylinder and thecontrast base 50. - The structure of the
anchorage device 1E andassembly 100E being described, now there is described a method of usingdevice 1E with reference to the embodiment shown in the accompanyingFigures 8 to 11 . - First, the
anchorage device 1E, connected to thetie rod 5, is inserted into the perforating hole H by resting the contrast base 50E on bottom BW of such a hole. Once rested on bottom BW,device 1E takes on the rest configuration inFig. 10 .Device 1E is actuated by initially inputting the pressurized fluid F into thefirst chamber 201E. The pressure of fluid F on the thrust surface ofrod 30E and on the thrust surface of the hollowlongitudinal member 610E has as effect the relative sliding ofrod 30E with respect tomember 610E, withmember 610E translating in direction X1.
Indeed, since thecontrast base 50 contrasts with the bottom BW of hole H,rod 30E does not have the possibility to move and therefore the aforesaid sliding may only cause a translation in direction X1 ofmember 610E.Portion 601E, which is integral withmember 610E, translates in direction X1 due to the effect of the translation in direction X1 ofmember 610E itself. Then, as will be better explained below, also thecylinder body 20E starts to translate in direction X1. Such a rectilinear motion in direction X1 of thefirst end portion 202E of cylinder and ofportion 601E induces the umbrella opening of thelinkages 620 and of the penetrating andanchorage plates 40. - In essence, there is a kinematism which transforms the rectilinear motion in direction X1 of the
cylinder body 20E and ofmember 610E both into a translation in direction X1 of thelinkages 620 and of theplates 40 and a spreading ofsuch linkages 620 andplates 40 towards the side wall SW of hole H. - The function of
brake 70E is that of initially putting up a calibrated resistance to the translation ofcylinder body 20E in direction X1. Namely, considering that the thrust surface of the hollowlongitudinal member 610E preferably is about 5 to 8 times greater than the thrust surface ofrod 30E, and also since the translation of thecylinder body 20E is initially locked bybrake 70E, due to the translation ofmember 610E, the result is, in a first step, only the spreading takes place of thelinkages 620 and of the penetrating andanchorage plates 40 which press the side wall SW of hole H. At this point,device 1E takes on for example, the configuration inFig. 11 . Then, continuing to input fluid F into thefirst chamber 201E, once the resistance ofbrake 70E is overcome, and due also to the fact that theplates 40 press against the side wall SW of hole H, also thecylinder body 20E starts to slide in direction X1 in addition tomember 610E. Accordingly, due to the opposition of thecontrast base 50 and to the pressure of the penetrating andanchorage plates 40 on the side wall SW of hole H both in direction X1 and in radial direction, the penetration thereof in hole H is facilitated. - Therefore, by inputting the pressurized fluid F into the
first chamber 201E and due to the above-mentioned action ofbrake 70E, theanchorage device 1E goes from the rest configuration inFig. 10 , in which theplates 40 and thelinkages 620 are parallel to the middle axis Z1, to an intermediate configuration (Fig. 11 ), in which penetrating andanchorage plates 40 take on a third intermediate angular position (Fig. 11 ) between the first angular position (Fig. 10 ) and the second angular position (Fig. 8 ). In such a third angular position, the free ends 401 of penetration of the penetrating andanchorage plates 40 press or partly penetrate the side wall SW of the perforating hole. - From the aforesaid intermediate configuration of
device 1E, continuing to input the pressurized fluid F into thefirst chamber 201E, fluid F, acting as already mentioned above on the thrust surfaces of the hollowlongitudinal member 610E, causes the translation ofmember 610E in direction X1. As already mentioned above, also thecylinder body 20E translates in direction X1 up to bringingdevice 1E into the anchorage configuration in which the penetrating andanchorage plates 40 have performed their kinematism and are penetrated in the side wall SW of hole H. - Once the installation of
device 1E is complete, the injection with cement mixture into hole H may be proceeded with, thus plugging the ground and filling the stretch anchored with cement mixture. - It is worth noting that due to the fact of providing the
second chamber 207E, if, during the placement operations ofdevice 1E, and in any case before injecting cement grout, the operator realizes to have made a mistake during the installation of thetie rod 5 in hole H and would like to extract it,device 1E has the features to allow this to be done. - Indeed, by inputting pressurized fluid F into the
second chamber 207E, the pressure of fluid F has the effect of exerting a thrust on theradially projecting portion 611E ofmember 610E, thus causing the translation ofmember 610E in opposite direction with respect to direction X1, i.e. towards the bottom BW of hole H, and the discharge from thefirst chamber 201E of fluid F in such afirst chamber 201E. Accordingly, sinceportion 601E is fixed to thehollow member 610E, theplates 40 move up to taking on an identical or substantially identical angular position to that inFig. 10 . To this end, it is worth noting however that by inputting the pressurized fluid F into thesecond chamber 207E, only the translation ofmember 610E is induced in the direction opposite to direction X1, and not also the translation of thecylinder body 20E in direction opposite to direction X1. Thus, the effect of the retraction ofmember 610E which is integral withportion 601E only closes theplates 40. In other words, once theplates 40 are closed again,rod 30E will still be extracted from thecylinder body 20E. At this point, thetie rod 5 anddevice 1E may be extracted from hole H. Oncedevice 1E has been extracted from hole H, to bringdevice 1E itself into the initial rest configuration,brake 70E is to be loosened androd 30E is to be returned, e.g. manually, into thecylinder body 20E. - Generalizing the above description in relation to the
anchorage device 1E, a process has therefore been described for anchoring anchorage tie rods, comprising: - A) a step of providing an anchorage device (1E) suitable for being inserted into a perforating hole (H) made in a ground, and an anchorage tie rod (5) connected to the anchorage device (1E), the anchorage device (1E) comprising:
- a hydraulic cylinder having a middle axis (Z1) and comprising a cylinder body (20E) and a cylinder rod (30E) slidably mounted to the cylinder body (20E), the cylinder body (20E) comprises a first cylinder chamber (201E) suitable for receiving a pressurized hydraulic fluid (F), the cylinder rod (30E) comprises a first end portion (301E) of rod received in the cylinder chamber (201E) and a second end portion (302E) of rod opposite to the first end portion (301E) of rod, said cylinder body (20E) comprises a first end portion (202E) of cylinder, an opposite second end portion (203E) of cylinder suitable for being operatively crossed by the cylinder rod (30E) and a cylinder side wall (204E) interposed between said first and second end portions (202E, 203E) of cylinder;
- at least two penetrating and anchorage plates (40), each penetrating and anchorage plate (40) having a free end portion (401) of penetration;
- a contrast base (50) associated with said second end portion (302E) of rod to allow the anchorage device (1E) to be rested on a bottom (BW) of said hole (H);
- a movement mechanism (60E) operatively connected to the hydraulic cylinder for allowing the movement of the penetrating and anchorage plates (40), said movement mechanism (60E) comprising a mechanism portion (601E) to which the penetrating and anchorage plates (40) are hinged and to which said anchorage tie rod (5) is suitable for being connected, said mechanism portion (601E) being arranged facing said first end portion (202E) of cylinder;
a relatively compact rest configuration, in which the penetrating and anchorage plates (40) project from said mechanism portion (601E) on the side opposite to said contrast base (50) and in which they take on a first angular position in which they are arranged parallel or substantially parallel to the middle axis (Z1) of the hydraulic cylinder; and
an anchorage configuration which is relatively unfolded with respect to the rest configuration, in which the penetrating and anchorage plates (40) take on a second angular position, different from the first angular position;
in which the movement mechanism (60E) comprises at least one distancing element (610E) operatively connected to said mechanism portion (601E) and arranged so as to operatively cross the first end portion (202E) of cylinder and to allow said mechanism portion (601E) to move away from the first end portion (202E) of cylinder when the hydraulic fluid (F) is input into the first cylinder chamber (201E) so as to allow the movement of the penetrating and anchorage plates (40); - B) a step of inserting the anchorage device (1E) connected to said tie rod (5) into a perforating hole (H) and resting said contrast base (50) on a bottom (BW) of said perforating hole (H);
- C) a first step of inputting said hydraulic fluid (F) into said first cylinder chamber (201E) so as to move said mechanism portion (601E) away from said first end portion (202E) of cylinder by means of said distancing element (610E), in order to cause said penetrating and anchorage plates (40) to take on a third intermediate angular position between said first and second angular position, the free ends (401) of penetration of the penetrating and anchorage plates (40) pressing or partly penetrating a side wall (SW) of the perforating hole (H) in said third angular position;
and - D) a second step of inputting said hydraulic fluid (F) into said first cylinder chamber (201E) so as to cause a translation of the cylinder body (20E), said mechanism portion (601E) and the penetrating and anchorage plates (40), in the distancing direction (X1) from the bottom (BW) of the perforating hole (H) so as to allow the penetrating and anchorage plates (40) to further penetrate through the side wall (SW) of the perforating hole (H) and so as to cause such plates (40) to take on said anchorage configuration.
- The features of the anchorage device according to the present invention meet the need to increase the efficiency of transferring loads to the ground while almost completely eliminating the extraction problems of the tie rod. Indeed, the anchoring no longer occurs by relying on the friction resistance due to the mortar-ground adhesion, rather it is ensured by the mechanical resistance of the plates which are first driven into the walls of the hole and then embedded with slurry. Therefore, with such a device, it will be more than sufficient to penetrate about 3 to 4 meters into the active stretch (thus drastically reducing the active length which, as mentioned above, generally may also reach 40 meters for conventional tie rods).
- Once anchored, the system can no longer be removed because the metal fins, which are now spread and penetrated in the walls of the hole, have an open diameter which is much greater than the diameter of the perforation, thus achieving, as mentioned, a mechanical type anchoring and no longer a friction anchoring.
- Due to the anchorage achieved with the driving in of the penetrating and anchorage plates, the traditional and uncertain action of bulbs obtained with injections may be eliminated. The metal fins actuated by sliding the cylinder rod have a significant penetration force which allows them to be inserted into any type of ground. The flexibility of the system not only also allows the device proposed to be applied to anchorage tie rods, but also to any other type of deep foundation.
- In particular, the embodiment described with reference to
Fig. 8 to Fig. 11 allows for example, obtaining the following advantages in terms of execution times, safety, the environment, and in terms of being economical and practical: - shorter perforation lengths which result in a reduction both of costs and unforeseen events and problems associated with the execution thereof;
- reduced diameter of perforation;
- smaller quantities of cement mortar per injection;
- improved environmental impact because a shallower excavation depth corresponds to a smaller volume of debris to be disposed of;
- shorter active lengths result in simplicity of movement, storage at the site and transport;
- decreased execution times at the site, with advantages in terms of being economical and workplace safety;
- injection only of the active part; while in commonly-used tie rods, primary, secondary injections of the filling bag, etc. become necessary;
- application substantially in all types of ground, from the poorest to the most solid ones;
- elimination of uncertainties associated with the friction hold of the foundation bulbs because the mechanical hold of the present device provides increased guarantees.
- For example, it is worth noting that the accompanying drawings to the present description are only given by way of example. Indeed, for example the dimensions both of the penetrating and anchorage plates and of the relative connection linkages (width, length and thickness) which in essence determine the contrast surface with the ground, may also be sized each time according to the type of ground itself. It is apparent that the less the resistance of the ground, the greater the contact surface is to be, and vice versa.
Claims (15)
- An anchorage device (1; 1A) for anchorage tie rods, suitable for being inserted into a perforating hole (H) made in a ground to allow anchoring an anchorage tie rod (5), comprising:- a hydraulic cylinder comprising a cylinder body (20; 20A) and a cylinder rod (30; 30A) slidably mounted to the cylinder body (20; 20A), the cylinder body (20; 20A) comprises a cylinder chamber (201; 201A) suitable for receiving a pressurized hydraulic fluid (F), the cylinder rod (30; 30A) comprises a first end portion (301; 301A) of rod received in the cylinder chamber (201; 201A) and a second end portion (302; 302A) of rod opposite to the first end portion (301; 301A) of rod, said cylinder body (20; 20A) comprises a first end portion (202; 202A) of cylinder for connecting the hydraulic cylinder to said anchorage tie rod (5), an opposite second end portion (203; 203A) of cylinder suitable for being operatively crossed by the cylinder rod (30; 30A) and a cylinder side wall (204; 204B, 204C) interposed between said first and second end portions (202, 203; 202A, 203A) of cylinder;- at least two penetrating and anchorage plates (40) hinged to the cylinder body (20; 20A), each penetrating and anchorage plate (40) having a free end portion (401) of penetration;- a contrast base (50) associated with said second end portion (302; 302A) of rod to allow the anchorage device (1; 1A) to be rested on a bottom (BW) of said hole (H);- a movement mechanism (60; 60A) for allowing the movement of the penetrating and anchorage plates (40), said movement mechanism (60; 60A) comprising a mechanism portion (601) which is operatively connected to the penetrating and anchorage plates (40) and is suitable for being operatively crossed by the cylinder rod (30; 30A) so as to allow a relative sliding between such a mechanism portion (601) and the cylinder rod (30; 30A), said mechanism portion (601) being arranged between said contrast base (50) and said second end portion (203; 203A) of cylinder;said anchorage device (1; 1A) being suitable for taking ona relatively compact rest configuration, wherein the penetrating and anchorage plates (40) take on a first angular position wherein they are facing the cylinder side wall (204; 204B, 204C); andan anchorage configuration which is relatively unfolded with respect to the rest configuration, wherein the penetrating and anchorage plates (40) take on a second angular position, different from the first angular position;wherein the anchorage device (1; 1A) comprises an abutment portion (205; 205A) and the movement mechanism (60; 60A) comprises a stroke end element (602) which is integral with said mechanism portion (601) and which is suitable for abutting against said abutment portion (205; 205A) in order to stop the penetrating and anchorage plates (40) in said anchorage configuration;wherein the movement mechanism (60; 60A) comprises at least one distancing element (610, 70) operatively connected to said mechanism portion (601) and arranged so as to allow said mechanism portion (601) to move away from the second end portion (203; 203A) of cylinder when the hydraulic fluid (F) is input into the cylinder chamber (201; 201A).
- An anchorage device (1; 1A) according to claim 1, wherein said movement mechanism (60; 60A) comprises a sleeve member (610; 610A) which is integral with said mechanism portion (601) and comprising said stroke end element (602), said sleeve member (610; 610A) being coaxial to the cylinder rod (30; 30A) and being slidably mounted to the second end portion (203; 203A) of cylinder, the cylinder rod (30; 30A) being suitable for sliding through said sleeve member (610; 610A).
- An anchorage device (1) according to claim 2, wherein said distancing element (610, 70) comprises said sleeve member (610), said sleeve member (610) being partly extended within the cylinder body (20) and comprising a portion (611) of sleeve member which defines a movable wall of the cylinder chamber (201).
- An anchorage device (1) according to any one of the preceding claims, wherein said movement mechanism (60; 60A) comprises a plurality of connection linkages (620) interposed between said mechanism portion (601) and said penetrating and anchorage plates (40), and a first and a second connection hinges (621, 622) arranged to connect each connection linkage (620) to said mechanism portion (601) and to one of said penetrating and anchorage plates (40) respectively, each penetrating and anchorage plate (40) comprising a seat (402) suitable for at least partly receiving said second connection hinge (622) so as to reduce or eliminate, in said rest configuration, the radial projection of said second connection hinge (622) beyond the respective penetrating and anchorage plate (40) .
- An assembly of parts (1, 5, 15; 1A, 5, 15) comprising an anchorage tie rod (5), an anchorage device (1) as defined in any one of the preceding claims, and a head plate (15) for said tie rod (5).
- A process for anchoring anchorage tie rods, comprising:A) a step of providing an anchorage device (1; 1A) and an anchorage tie rod (5) connected to the anchorage device (1; 1A), the anchorage device (1; 1A) comprising:- a hydraulic cylinder comprising a cylinder body (20; 20A) and a cylinder rod (30; 30A) slidably mounted to the cylinder body (20; 20A), the cylinder body (20; 20A) comprises a cylinder chamber (201; 201A) suitable for receiving a pressurized hydraulic fluid (F), the cylinder rod (30; 30A) comprises a first end portion (301; 301A) of rod received in the cylinder chamber (201; 201A) and a second end portion (302; 302A) of rod opposite to the first end portion (301; 301A) of rod, said cylinder body (20; 20A) comprises a first end portion (202; 202A) of cylinder for connecting the hydraulic cylinder to said anchorage tie rod (5), an opposite second end portion (203; 203A) of cylinder suitable for being operatively crossed by the cylinder rod (30; 30A) and a cylinder side wall (204; 204B, 204C) interposed between said first and second end portions (202, 203; 202A, 203A) of cylinder;- at least two penetrating and anchorage plates (40) hinged to the cylinder body (20; 20A), each penetrating and anchorage plate (40) having a free end portion (401) of penetration;- a contrast base (50) associated with said second end portion (302; 302A) of rod to allow the anchorage device (1; 1A) to be rested on a bottom (BW) of a perforating hole (H);- a movement mechanism (60; 60A) for allowing the movement of the penetrating and anchorage plates (40), said movement mechanism (60; 60A) comprising a mechanism portion (601) which is operatively connected to the penetrating and anchorage plates (40) and is suitable for being operatively crossed by the cylinder rod (30; 30A) so as to allow a relative sliding between such a mechanism portion (601) and the cylinder rod (30; 30A), said mechanism portion (601) being arranged between said contrast base (50) and said second end portion (203; 203A) of cylinder;said anchorage device (1; 1A) being suitable for taking ona relatively compact rest configuration, wherein the penetrating and anchorage plates (40) take on a first angular position wherein they are facing the cylinder side wall (204; 204B, 204C); andan anchorage configuration which is relatively unfolded with respect to the rest configuration, wherein the penetrating and anchorage plates (40) take on a second angular position, different from the first angular position;wherein the anchorage device (1; 1A) comprises an abutment portion (205; 205A) and the movement mechanism (60; 60A) comprises a stroke end element (602) which is integral with said mechanism portion (601) and which is suitable for abutting against said abutment portion (205; 205A) in order to stop the penetrating and anchorage plates (40) in said anchorage configuration;wherein the movement mechanism (60; 60A) comprises at least one distancing element (610, 70) operatively connected to said mechanism portion (601) and arranged so as to allow said mechanism portion (601) to move away from the second end portion (203; 203A) of cylinder when the hydraulic fluid (F) is input into the cylinder chamber (201; 201A);B) a step of inserting the anchorage device (1; 1A) connected to said tie rod (5) into said perforating hole (H) and resting said contrast base (50) on the bottom (BW) of said perforating hole (H);C) a first step of inputting said hydraulic fluid (F) into said cylinder chamber (201; 201A) so as to move said mechanism portion (601) away from said second end portion (203; 203A) of cylinder by means of said distancing element (610, 70), in order to cause said penetrating and anchorage plates (40) to take on a third intermediate angular position between said first and second angular position, the free ends (401) of penetration of the penetrating and anchorage plates (40) pressing or partly penetrating the side wall (SW) of the perforating hole in said third angular position;
andD) a second step of inputting said hydraulic fluid (F) into said cylinder chamber (201; 201A) so as to cause a translation of the cylinder body (20; 20A), said mechanism portion (601) and the penetrating and anchorage plates (40) in the distancing direction (X1) from the bottom (BW) of the perforating hole (H) so as to allow the penetrating and anchorage plates (40) to further penetrate through the side wall (SW) of the perforating hole (H) and so as to cause such plates (40) to take on said anchorage configuration. - An anchorage device (1E) for anchorage tie rods suitable for being inserted into a perforating hole (H) made in a ground to allow anchoring an anchorage tie rod (5), comprising:- a hydraulic cylinder having a middle axis (Z1) and comprising a cylinder body (20E) and a cylinder rod (30E) slidably mounted to the cylinder body (20E), the cylinder body (20E) comprises a first cylinder chamber (201E) suitable for receiving a pressurized hydraulic fluid (F), the cylinder rod (30E) comprises a first end portion (301E) of rod received in the cylinder chamber (201E) and a second end portion (302E) of rod opposite to the first end portion (301E) of rod, said cylinder body (20E) comprises a first end portion (202E) of cylinder, an opposite second end portion (203E) of cylinder suitable for being operatively crossed by the cylinder rod (30E) and a cylinder side wall (204E) interposed between said first and second end portions (202E, 203E) of cylinder;- at least two penetrating and anchorage plates (40), each penetrating and anchorage plate (40) having a free end portion (401) of penetration;- a contrast base (50) associated with said second end portion (302E) of rod to allow the anchorage device (1E) to be rested on a bottom (BW) of said hole (H);- a movement mechanism (60E) operatively connected to the hydraulic cylinder for allowing the movement of the penetrating and anchorage plates (40), said movement mechanism (60E) comprising a mechanism portion (601E) to which the penetrating and anchorage plates (40) are hinged and to which said anchorage tie rod (5) is suitable for being connected, said mechanism portion (601E) being arranged facing said first end portion (202E) of cylinder;said anchorage device (1E) being suitable for taking ona relatively compact rest configuration, wherein the penetrating and anchorage plates (40) project from said mechanism portion (601E) on the side opposite to said contrast base (50) and wherein they take on a first angular position wherein they are arranged parallel or substantially parallel to the middle axis (Z1) of the hydraulic cylinder; andan anchorage configuration which is relatively unfolded with respect to the rest configuration, wherein the penetrating and anchorage plates (40) take on a second angular position, different from the first angular position;wherein the movement mechanism (60E) comprises at least one distancing element (610E) operatively connected to said mechanism portion (601E) and arranged so as to operatively cross the first end portion (202E) of cylinder and to allow said mechanism portion (601E) to move away from the first end portion (202E) of cylinder when the hydraulic fluid (F) is input into the first cylinder chamber (201E) so as to allow the movement of the penetrating and anchorage plates (40).
- An anchorage device (1E) according to claim 7, wherein said at least one distancing element comprises a hollow longitudinal member (610E) which is integral with said mechanism portion (601E), said hollow longitudinal member (610E) being coaxial to the cylinder rod (30E) and delimiting the first cylinder chamber (201E) on the side opposite to the second end portion (203E) of cylinder, said hollow longitudinal member (610E) being suitable for receiving a portion of cylinder rod (30E) comprising the first end portion (301E) of rod when the anchorage device (1E) takes on the rest configuration.
- An anchorage device (1E) according to claim 8, wherein said hollow longitudinal member (610E) comprises a radially projecting longitudinal portion (611E) of member which defines a movable wall of the first cylinder chamber (201E).
- An anchorage device (1) according to any one of claims 7 to 9, wherein said movement mechanism (60E) comprises a plurality of connection linkages (620) interposed between said first end portion (202E) of cylinder and said penetrating and anchorage plates (40), wherein in said rest configuration, said penetrating and anchorage plates (40) are arranged radially internal and said connection linkages (620) are arranged radially external with respect to said penetrating and anchorage plates (40).
- An anchorage device (1E) according to claim 10, wherein said movement mechanism (60E) comprises a first and a second connection hinges (621, 622) arranged to connect each connection linkage (620) to said first end portion (202E) of cylinder and to one of said penetrating and anchorage plates (40) respectively, each penetrating and anchorage plate (40) comprising a seat (402) suitable for at least partly receiving said second connection hinge (622) so as to reduce or eliminate, in said rest configuration, the radial projection of said second connection hinge (622) beyond the respective penetrating and anchorage plate (40).
- An anchorage device (1E) according to any one of claims 7 to 11, wherein the cylinder body (20E) comprises a second cylinder chamber (207E) suitable for receiving said pressurized hydraulic fluid (F), the second cylinder chamber being opposite to the first cylinder chamber and being delimited by said distancing element (610E) on the side opposite to the first end portion (202E) of cylinder, said distancing element (610E) being arranged so as to allow said mechanism portion (601E) to move close to the first end portion (202E) of cylinder when the hydraulic fluid (F) is input into the second cylinder chamber (207E) so as to allow the movement of the penetrating and anchorage plates (40) to cause the anchorage device (1E) to take on the rest configuration.
- An anchorage device (1E) according to any one of claims 7 to 12, comprising a resistance (70E) to the relative sliding between the cylinder body (20E) and the rod (30E), said resistance (70E) to sliding being integral with the cylinder body (20E) and being suitable for engaging or operatively contacting the cylinder rod (30E).
- An assembly of parts (1E, 5, 15) comprising an anchorage tie rod (5), an anchorage device (1E) as defined in any one of claims 7 to 13, and a head plate (15) for said tie rod (5).
- A process for anchoring anchorage tie rods, comprising:A) a step of providing an anchorage device (1E) suitable for being inserted into a perforating hole (H) made in a ground, and an anchorage tie rod (5) connected to the anchorage device (1E), the anchorage device (1E) comprising:- a hydraulic cylinder having a middle axis (Z1) and comprising a cylinder body (20E) and a cylinder rod (30E) slidably mounted to the cylinder body (20E), the cylinder body (20E) comprises a first cylinder chamber (201E) suitable for receiving a pressurized hydraulic fluid (F), the cylinder rod (30E) comprises a first end portion (301E) of rod received in the cylinder chamber (201E) and a second end portion (302E) of rod opposite to the first end portion (301E) of rod, said cylinder body (20E) comprises a first end portion (202E) of cylinder, an opposite second end portion (203E) of cylinder suitable for being operatively crossed by the cylinder rod (30E) and a cylinder side wall (204E) interposed between said first and second end portions (202E, 203E) of cylinder;- at least two penetrating and anchorage plates (40), each penetrating and anchorage plate (40) having a free end portion (401) of penetration;- a contrast base (50) associated with said second end portion (302E) of rod to allow the anchorage device (1E) to be rested on a bottom (BW) of said hole (H);- a movement mechanism (60E) operatively connected to the hydraulic cylinder for allowing the movement of the penetrating and anchorage plates (40), said movement mechanism (60E) comprising a mechanism portion (601E) to which the penetrating and anchorage plates (40) are hinged and to which said anchorage tie rod (5) is suitable for being connected, said mechanism portion (601E) being arranged facing said first end portion (202E) of cylinder;said anchorage device (1E) being suitable for taking ona relatively compact rest configuration, wherein the penetrating and anchorage plates (40) project from said mechanism portion (601E) on the side opposite to said contrast base (50) and wherein they take on a first angular position wherein they are arranged parallel or substantially parallel to the middle axis (Z1) of the hydraulic cylinder; andan anchorage configuration which is relatively unfolded with respect to the rest configuration, wherein the penetrating and anchorage plates (40) take on a second angular position, different from the first angular position;wherein the movement mechanism (60E) comprises at least one distancing element (610E) operatively connected to said mechanism portion (601E) and arranged so as to operatively cross the first end portion (202E) of cylinder and to allow said mechanism portion (601E) to move away from the first end portion (202E) of cylinder when the hydraulic fluid (F) is input into the first cylinder chamber (201E) so as to allow the movement of the penetrating and anchorage plates (40);B) a step of inserting the anchorage device (1E) connected to said tie rod (5) into a perforating hole (H) and resting said contrast base (50) on a bottom (BW) of said perforating hole (H);C) a first step of inputting said hydraulic fluid (F) into said first cylinder chamber (201E) so as to move said mechanism portion (601E) away from said first end portion (202E) of cylinder by means of said distancing element (610E), in order to cause said penetrating and anchorage plates (40) to take on a third intermediate angular position between said first and second angular position, the free ends (401) of penetration of the penetrating and anchorage plates (40) pressing or partly penetrating a side wall (SW) of the perforating hole (H) in said third angular position;
andD) a second step of inputting said hydraulic fluid (F) into said first cylinder chamber (201E) so as to cause a translation of the cylinder body (20E), said mechanism portion (601E) and the penetrating and anchorage plates (40), in the distancing direction (X1) from the bottom (BW) of the perforating hole (H) so as to allow the penetrating and anchorage plates (40) to further penetrate through the side wall (SW) of the perforating hole (H) and so as to cause such plates (40) to take on said anchorage configuration.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT102016000100902A IT201600100902A1 (en) | 2016-10-07 | 2016-10-07 | Anchoring device for anchor rods and anchoring procedure of said tie rods |
Publications (2)
Publication Number | Publication Date |
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EP3305991A1 EP3305991A1 (en) | 2018-04-11 |
EP3305991B1 true EP3305991B1 (en) | 2019-12-11 |
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EP17194799.7A Active EP3305991B1 (en) | 2016-10-07 | 2017-10-04 | Anchor device for anchoring tie rods and process for anchoring said tie rods |
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EP (1) | EP3305991B1 (en) |
IT (1) | IT201600100902A1 (en) |
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US4974997A (en) * | 1986-06-26 | 1990-12-04 | Secure Anchoring & Foundation Equipment, Inc. | Hydraulic setting tool for installing anchoring and foundation support apparatus |
DE4138470A1 (en) * | 1991-11-22 | 1993-05-27 | Bauer Spezialtiefbau | Attachment of anchor cable to anchor plate - by means of wedges which do not affect tension in cable |
US5460231A (en) * | 1994-08-19 | 1995-10-24 | Collins; James S. | Device and method for augering a conical hole in solid media |
DE102009058936A1 (en) * | 2008-12-19 | 2010-07-01 | Minova International Ltd., Witney | Device for pressure-tight connection of the supply lines for plastic components with the inner channel of a rock bolt |
-
2016
- 2016-10-07 IT IT102016000100902A patent/IT201600100902A1/en unknown
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