EP3884138A1 - Nervure de support d'une excavation et procédé de fabrication d'une structure de support à l'intérieur d'une excavation - Google Patents
Nervure de support d'une excavation et procédé de fabrication d'une structure de support à l'intérieur d'une excavationInfo
- Publication number
- EP3884138A1 EP3884138A1 EP19827811.1A EP19827811A EP3884138A1 EP 3884138 A1 EP3884138 A1 EP 3884138A1 EP 19827811 A EP19827811 A EP 19827811A EP 3884138 A1 EP3884138 A1 EP 3884138A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- rib
- engagement element
- head
- retention member
- female engagement
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000009412 basement excavation Methods 0.000 title claims abstract description 28
- 238000004519 manufacturing process Methods 0.000 title claims description 6
- 230000014759 maintenance of location Effects 0.000 claims abstract description 45
- 238000000034 method Methods 0.000 claims description 6
- 230000000717 retained effect Effects 0.000 claims description 2
- 230000008878 coupling Effects 0.000 description 6
- 238000010168 coupling process Methods 0.000 description 6
- 238000005859 coupling reaction Methods 0.000 description 6
- 239000011324 bead Substances 0.000 description 3
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 230000000670 limiting effect Effects 0.000 description 3
- 229910000639 Spring steel Inorganic materials 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000011378 shotcrete Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000002427 irreversible effect Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000036961 partial effect Effects 0.000 description 1
- 230000002829 reductive effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/14—Lining predominantly with metal
- E21D11/28—Longitudinal struts, i.e. longitudinal connections between adjoining arches
Definitions
- the present invention relates to a support rib of an excavation and a method for producing a support structure inside an excavation.
- the invention has been developed with particular regard, though in a non-limiting manner, to a rib which is provided with a connection element between adjacent ribs for producing a support structure and reinforcing an excavation, for example, for producing a road or rail tunnel.
- a rib usually comprises a plurality of structural elements which are shaped from steel and which are mutually connected so as to form an arch.
- Such elements are constituted by open or closed profiles with a cross-section of various types, for example, C-shaped, H-shaped, T-shaped or circular.
- the profiles are shaped with structural workshop and are then connected to each other to form a rib at the construction site of the excavation to be reinforced.
- each rib is connected to the adjacent ones via suitable connection elements.
- the space between two consecutive ribs and the wall of the excavation is then reinforced usually using sprayed concrete (shotcrete) .
- a method for installing a support structure and for reinforcing an excavation is known from the document EP 2354447, which describes a reinforcement structure for an excavation in which a plurality of ribs are connected to each other by using chains.
- Each connection chain engages at a first end with a first connection ring which is welded to a first rib, and at a second end with a second connection ring which is welded to a second rib.
- connection system between ribs which provides for rods which slide inside a rib which is intended to be fixed and which are inserted with snap fitting in the head of the fixing rods of the adjacent rib which is already fixed.
- This connection system has been found to be effective but it requires a given precision during alignment between successive rods, which is not always easy to comply with.
- An object of the present invention is to overcome the disadvantages of the prior art and to provide a rib which is provided with a connection element which is even more rapid and easy to put in position and which has a reduced risk of accidental disengagement.
- Another object is to provide a rib which is economical, reliable during use and secure.
- Another object of the present invention is to provide a method for installing in a simple manner a structure which is constituted by a plurality of ribs and which is stable and reliable .
- a rib for supporting an excavation which may comprise at least one structural element and at least one connection element or connection assembly for the structural element of the rib with respect to a structural element of an adjacent rib.
- the connection assembly may comprise a male engagement member or element and a female engagement member or element. The male engagement element of a rib may thereby readily and rapidly be engaged with the male member of the adjacent rib, producing a stable connection.
- the male engagement element may comprise a head and a neck.
- the female engagement element may comprise a retention element or member.
- the head of the male engagement element may be capable of being inserted in the female engagement element of the connection assembly of the adjacent rib.
- the retention element of the female engagement element of the adjacent rib may thereby retain the neck.
- the retention member of the female engagement element may be a resiliently deformable retention member.
- it may be a washer or an escutcheon.
- it may be a disc spring washer.
- it is a slotted disc spring washer, that is to say, a disc spring washer which is provided with tabs or plates.
- the disc spring washer can be received inside a bowl-like member.
- the disc spring washer may comprise tabs which are inclined at an angle greater than 0° with respect to a plane which is defined by an external edge of the disc spring washer.
- the tabs can be inclined towards the inner side of the bowl-like member.
- the female engagement element may comprise a cap which is capable of retaining the disc spring washer inside the bowl-like member.
- the cap may have a flared opening.
- the flared opening may be inclined at an angle which is equal to the inclination angles of the tabs.
- connection assembly may further comprise a rod and one of the male engagement element and the female engagement element may be provided at a first end of the rod, preferably the male engagement element.
- a second end of a rod may be selectively able to be secured to the at least one structural element of the rib.
- it can be screwed to a threaded coupling which is fixed to the at least one structural element of the rib.
- the threaded coupling is welded to the at least one structural element of the rib.
- one of the male engagement element and the female engagement element preferably the female engagement element, is fixed in a stable manner to the at least one structural element of the rib, preferably by welding.
- the bowl-like member of the female engagement element may be fixed in a stable manner to the at least one structural element of the rib.
- a method for producing a support structure of an excavation comprising at least a first rib and a second rib with some or all of the features set out above.
- the method may comprise the step of positioning the first and the second rib in the excavation at a predetermined distance from each other. It may comprise the step of inserting the male engagement element of the connection assembly of the second rib in the female engagement element of the first rib.
- connection system between a first rib and a second rib, which is adjacent to the first rib.
- the connection system may comprise a male engagement element which is provided on the first rib and a female engagement element which is provided on the second rib.
- the male engagement element may comprise a head and a neck having a transverse dimension which is less than a corresponding transverse dimension of the head.
- the female engagement element of the second rib may comprise a retention member.
- the head of the male engagement element of the first rib is capable of being inserted in the female engagement element of the second rib in such a manner that the retention member of the female engagement element of the second rib retains the neck of the male engagement element of the first rib.
- the housing for the retention member comprises an abutment surface, against which the retention member moves into abutment following a traction which tends to move the first rib away from the second rib.
- the abutment surface prevents the release of the head of the male engagement element of the first rib.
- FIG. 1 illustrates a section of a rib with a connection assembly between ribs as a partial cross-section
- FIG. 2 shows a general view of a support structure of an excavation which is produced with a plurality of ribs
- FIG. 3 shows the engagement step of a connection assembly of a rib with respect to the connection assembly of an adjacent rib
- FIG. 4 shows the detail of the connection assembly of a rib which is engaged with the connection assembly of the adjacent rib.
- a rib 10 for supporting an excavation comprises at least one structural element 12.
- the structural element has a circular cross-section, is hollow and may be filled with concrete.
- a single rib may comprise a plurality of structural elements to be connected to each other in order to produce a general arch-like structure.
- the rib further comprises a connection assembly 14 which connects the structural element 12 to a structural element of an adjacent rib.
- the term "adjacent" is intended to be understood to mean a rib which is positioned before or after the rib under consideration and which is spaced apart by a predetermined distance.
- connection assembly 14 comprises a rod 16 which is connected at a first end 17 to the structural element 12.
- the connection is preferably produced by means of a threaded coupling 18 which is fixed in a stable manner to the connection assembly 12, into which the first end 17 which is threaded for the purpose is screwed.
- the Figure shows a weld bead 20 which fixes the coupling 18 to the structural element 12.
- a second end 22 of the rod has a neck 24 and a head 26.
- the head is preferably spherical and the diameter thereof is greater than the diameter of the neck. It may be noted that the rod, the neck and the head have a circular cross-section in the embodiment depicted. However, cross-sections which are also completely different are not excluded provided that the head 26 has a transverse dimension which is greater than the neck. In other words, there has to be an undercut 28 between the head and the neck.
- the female engagement element 32 comprises a bowl-like member 34 which is welded with a bead 36 to the structural element 12 at a side opposite the threaded coupling 18.
- a retention member 40 is positioned on the opening 38 of the bowl-like member 34.
- the retention member is a disc spring washer 40 which is slotted. Therefore, it is an annular object with a frustoconical inclined wall 42, a central hole 44 and an external edge 46; the inclined wall is subdivided into a plurality of tabs 48 which are arranged in a circular manner.
- the spring is preferably of spring steel so that each tab 48 can be resiliently deformed. At rest, the tabs 48 are inclined towards the inner side of the bowl-like member 34 at an angle A which is greater than 0° with respect to a plane which is defined by the external edge 46 of the disc spring washer .
- a cap 50 retains the disc spring washer against the opening 38 of the bowl-like member 34.
- the cap is preferably screwed to the bowl-like member and even more preferably welded thereto, for example, with a bead 52, for a maximum retention property.
- the cap 50 has a base 54 which is of frustoconical form with a central hole 56, which may be circular or of another shape. In other words, it has a flared opening.
- the hole 56 has a dimension greater than the transverse dimension of the head 26.
- the internal face or surface 58 is preferably inclined towards the interior at an angle B.
- the angle B is identical or in any case similar to the inclination angle A of the tabs 48 of the disc spring washer.
- the term "similar” is intended to be understood to be having a difference of a maximum of 15°.
- the disc spring washer has such dimensions as to receive and retain the head 26.
- the diameter of the hole 44 thereof is therefore smaller than the diameter of the head 26 and greater than or equal to the diameter of the neck 24.
- a plurality of ribs as described above may be used to produce a support structure 1 of an excavation, as shown in Figure 2.
- a first rib 10' ' is composed of two structural elements 12 ,f , they are connected to each other.
- the rib 10'' is therefore positioned inside the excavation.
- a second rib 10 is then mounted and positioned at a predetermined distance from the first one.
- the connection assembly 14, in particular the rod 16, is fixed to the second rib 10 and screwed in the threaded coupling 18.
- the male engagement element 30 of the second rib 10 is inserted in the female engagement element 32'' of the first rib, as can better be seen in the detailed view of Figure 3.
- the head 26 of the connection assembly 14 of the second rib 10 is inserted in the hole 56' ' of the cap 50' ' and in the hole 44' ' of the disc spring washer 40' ' , pressing on the tabs 48 ,f , which become resiliently deformed.
- the insertion can also be carried out by maintaining the rod 16 inclined with respect to the axis of the female engagement element 32' ' . Therefore, complete alignment during assembly is not necessary.
- the hole 56 has suitable dimensions so that it allows the passage of the head 26 and at the same time is sufficiently small to prevent the inverse deformation of the tabs and therefore the release of the head 26.
- the hole 56 therefore has such dimensions as to allow the insertion with play of the head 26.
- connection between two adjacent ribs 10' ' , 10 is therefore given by the resistance of the joints between the various components and not by that of the disc spring washer 40' ' , which is usually less. It may further be noted that the configuration described above in fact eliminates the risk of accidental disengagement because the head 26, once it is retained by the disc spring washer 40' ' , cannot be released. Therefore, an irreversible connection is involved .
- the configuration which comprises a bowl-like member and a cap and which is illustrated in the drawings is intended to be considered to be an example of a housing for the retention member 40 which comprises an abutment surface 58 for the retention member 40.
- the retention member 40 rests on the abutment surface 58 when a traction which tends to move apart two ribs which are connected to each other is applied, that is to say, when the head of the male engagement element 30 of the second rib is drawn towards the outer side of the female engagement element, pressing against the retention member 40.
- the abutment surface 58 is configured so as to prevent the release of the head 26 of the male engagement element 30 of the second rib following a traction which tends to move apart two ribs which are connected to each other.
- the abutment surface 58 ensures that the dimensions of the central hole 44 of the retention member remain less than the transverse dimensions of the head 26, preventing or limiting the deformation of the retention member.
- the abutment surface 58 and the opening 56 thereof can have such dimensions that, during use, a main portion of the retention member 40 moves into abutment with the abutment surface 58.
- the retention member is a disc spring washer
- the abutment surface 58 has such dimensions that, during use, at least a portion of the tabs 48 rests thereon.
- the abutment surface 58 has an inclination which is similar to that of the tabs 48 of the disc spring washer 40.
- the Figures illustrate the retention member in the form of a slotted disc spring washer, with tabs which have an angle A which is greater than zero. However, the angle A may be equal to 0°.
- the retention member may therefore be a resilient washer or escutcheon, that is to say, an annular object with a hole 44, which is typically produced from metal and in particular spring steel and which has internal toothing.
- the retention member is such that it is able to become deformed following pressure by the head of the male component in order to allow the passage thereof through the hole 44 and therefore to allow the connection between the ribs. It may also be indicated using the term circular fixing member .
- a retention member with an angle A which is greater than 0°, that is to say, a slotted disc spring washer, is therefore preferable because, as a result of the conical formation, the retention member is capable of supporting a greater stress depending on whether the head 26 presses more in one direction than in the other. Consequently, it is possible to orientate the retention member 40 in such a manner that, as in the Figures, the concavity is directed outwardly, in order to become deformed with a relative capacity for receiving the head 26 of the male engagement element 30 at the time of the connection between two ribs, and to instead provide greater resistance to the disengagement.
- the abutment surface 58 prevents the deformation of the retention member 40 in the presence of a traction which is directed towards disengaging the ribs and it therefore constitutes the element which most contributes to preventing the disengagement between the ribs.
- Another advantage of a retention member with an angle A greater than 0° is given by the fact that the abutment surface 58 may constitute, as in the drawings, a surface of a frustoconical wall (the base 54 of the cap 50) which externally constitutes a flared opening which facilitates the insertion of a head 26 and therefore facilitates the connection process between ribs.
- Embodiment 1 Rib (10) for supporting an excavation comprising at least one structural element (12) and at least one connection assembly (14) of the structural element of the rib to a structural element (12 ,f ) of an adjacent rib (10 ,f ), wherein the connection assembly (14) comprises a male engagement element (30) and a female engagement element (32), the male engagement element comprising a head (26) and a neck (24) and the female engagement element comprising a retention member (40), the head (26) being capable of being inserted in the female engagement element (32 , f ) of the connection assembly (14 ,f ) of the adjacent rib (10 ,f ) in such a manner that the retention member (40 ,f ) of the female engagement element (32 ,f ) of the adjacent rib (10 ,f ) retains the neck (24) .
- the retention member (40) of the female engagement element (32) is a slotted disc spring washer.
- Embodiment 3 Rib according to the preceding embodiment, wherein the disc spring washer (40) is received inside a bowl-like member (34) .
- Embodiment 4 Rib according to the preceding embodiment, wherein the bowl-like spring (40) comprises tabs (48) which are inclined at an angle (A) greater than 0° with respect to a plane which is defined by an external edge (46) of the disc spring washer (40) .
- Embodiment 5 Rib according to the preceding embodiment, wherein the female engagement element (32) further comprises a cap (50) which is capable of retaining the disc spring washer (40) inside the bowl-like member (34) having a flared opening which is inclined at an angle (B) which is equal or similar to the inclination angle (A) of the tabs.
- connection assembly (14) further comprises a rod (16), one of the male engagement element (30) and the female engagement element (32) being provided at a first end (22) of the rod.
- Embodiment 7 Rib according to the preceding embodiment, wherein a second end (17) of a rod (16) is selectively able to be secured to the at least one structural element (12) of the rib.
- Embodiment 8 Rib according to any one of the preceding embodiments, wherein one of the male engagement element (30) and the female engagement element (32) is fixed in a stable manner to the at least one structural element (12) of the rib .
- Embodiment 9 Rib according to the preceding embodiment, wherein the bowl-like member (34) is fixed in a stable manner to the at least one structural element (12) of the rib (10) .
- Embodiment 10 Method for producing a support structure for an excavation comprising at least a first rib (10 ,f ) and a second rib (10) according to the embodiments 1 to 9, the method comprising the steps of:
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Architecture (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
- Body Structure For Vehicles (AREA)
- Supports For Pipes And Cables (AREA)
- Component Parts Of Construction Machinery (AREA)
- Bolts, Nuts, And Washers (AREA)
Abstract
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT102018000010509A IT201800010509A1 (it) | 2018-11-22 | 2018-11-22 | Centina di sostegno di uno scavo e metodo per la realizzazione di una struttura di sostegno all'interno di uno scavo |
PCT/IB2019/059983 WO2020104966A1 (fr) | 2018-11-22 | 2019-11-20 | Nervure de support d'une excavation et procédé de fabrication d'une structure de support à l'intérieur d'une excavation |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3884138A1 true EP3884138A1 (fr) | 2021-09-29 |
EP3884138B1 EP3884138B1 (fr) | 2024-06-12 |
Family
ID=66049386
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19827811.1A Active EP3884138B1 (fr) | 2018-11-22 | 2019-11-20 | Nervure de support d'une excavation et procédé de fabrication d'une structure de support à l'intérieur d'une excavation |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP3884138B1 (fr) |
CN (1) | CN113015843A (fr) |
BR (1) | BR112021006831A2 (fr) |
IT (1) | IT201800010509A1 (fr) |
WO (1) | WO2020104966A1 (fr) |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1178028B (de) * | 1955-10-07 | 1964-09-17 | Maschb Dr Alexander Schmidt | Gelenkiger und verstellbarer Abstandhalter fuer den Streckenausbau |
DE1121005B (de) * | 1958-09-12 | 1962-01-04 | Lorenz Polygon Ausbau G M B H | Gelenkverbolzung fuer Streckenausbau |
JP2001140591A (ja) * | 1999-11-18 | 2001-05-22 | Geostr Corp | セグメントの継手部構造 |
EP2354447B1 (fr) | 2010-01-29 | 2017-03-08 | Officine Maccaferri Italia S.r.l. | Procédé pour supporter et renforcer une excavation parmi un arc |
CN106574499A (zh) * | 2014-06-04 | 2017-04-19 | 奥菲奇内·马卡费里意大利有限责任公司 | 用于支撑和加强隧道的肋状件和安装用于支撑和加强隧道的结构的方法 |
CN106351672B (zh) * | 2016-09-08 | 2019-06-18 | 中国神华能源股份有限公司 | 管片接头及管片接头的连接方法 |
CN106522998B (zh) * | 2016-11-28 | 2019-12-24 | 山东大学 | 一种地下工程支护拱架纵向定位连接装置及施工方法 |
CN106761838B (zh) * | 2017-02-20 | 2019-05-21 | 长安大学 | 隧道二次衬砌拱架单元及其所构成的拱架结构及架设方法 |
CN106907166B (zh) * | 2017-04-19 | 2019-05-14 | 同济大学 | 一种格栅拱架与锁脚锚杆的定位连接装置及其施作方法 |
-
2018
- 2018-11-22 IT IT102018000010509A patent/IT201800010509A1/it unknown
-
2019
- 2019-11-20 BR BR112021006831-7A patent/BR112021006831A2/pt unknown
- 2019-11-20 CN CN201980074741.5A patent/CN113015843A/zh active Pending
- 2019-11-20 WO PCT/IB2019/059983 patent/WO2020104966A1/fr unknown
- 2019-11-20 EP EP19827811.1A patent/EP3884138B1/fr active Active
Also Published As
Publication number | Publication date |
---|---|
WO2020104966A1 (fr) | 2020-05-28 |
CN113015843A (zh) | 2021-06-22 |
IT201800010509A1 (it) | 2020-05-22 |
EP3884138B1 (fr) | 2024-06-12 |
BR112021006831A2 (pt) | 2021-08-10 |
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