EP0765991B1 - Procédé et dispositif d'assemblage de deux éléments en béton - Google Patents
Procédé et dispositif d'assemblage de deux éléments en béton Download PDFInfo
- Publication number
- EP0765991B1 EP0765991B1 EP96470019A EP96470019A EP0765991B1 EP 0765991 B1 EP0765991 B1 EP 0765991B1 EP 96470019 A EP96470019 A EP 96470019A EP 96470019 A EP96470019 A EP 96470019A EP 0765991 B1 EP0765991 B1 EP 0765991B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- pin
- assembly
- elements
- anchoring
- return means
- 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.)
- Expired - Lifetime
Links
- 238000000034 method Methods 0.000 title claims abstract description 11
- 238000004873 anchoring Methods 0.000 claims abstract description 12
- 239000002184 metal Substances 0.000 abstract description 7
- 239000000853 adhesive Substances 0.000 abstract description 2
- 230000001070 adhesive effect Effects 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 235000021183 entrée Nutrition 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000001939 inductive effect Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Images
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
- E21D11/04—Lining with building materials
- E21D11/08—Lining with building materials with preformed concrete slabs
- E21D11/083—Methods or devices for joining adjacent concrete segments
Definitions
- the present invention relates to a connecting device for assembly concrete elements, including tunnel segments.
- the assemblies described in document EP 0 114 514 allow a setting faster placement of concrete tubular elements by pushing the TBM cylinders.
- These assembly elements consist of a metal rod and two elements tubular provided opposite in the walls coming to be applied one against the other during of the assembly.
- Said tubular elements consist of plastic tubes enclosing a clamping ring having a non-return crown protruding inside the tubular housing. During assembly, each half of the metal rod enters the tubular housing and its removal is prevented by the non-return crown.
- This assembly is faster than that described above but requires manual intervention to maintain the spindle in the direction of assembly and its resistance to tensile forces it's not enough.
- the present invention aims to solve the problems of the prior art.
- the main objective of the invention is to ensure assembly that is both rapid and adaptable to the efforts and needs of the construction to be carried out.
- the invention which consists of a process assembly of two elements, for example segments, each of the elements by example in concrete with a contact surface applied to a surface of the other element during assembly, the process of joining the contact surfaces by one or a plurality of pins, for example metallic pins, arranged perpendicular to said contact surfaces, characterized in that a first part of each spindle is first placed manually by screwing in the first element then in that the second part of the spindle is put in place and locked in the direction of return by a clamping force exerted on the elements to be assembled, in parallel to the direction of the spindle, said clamping force inducing a rotation of the spindle ending the screwing of the first part of the spindle in the first element.
- the second part of the spindle is force-fitted or glued by an adhesive or by sealing with a mortar.
- the spindle (7) has a quick pitch thread on its entire length, it is placed in the first element (A) by manual screwing in the plastic sleeve (2). In element (B) it is force fitted, by a clamping force parallel to the axis (3). In the application to segments, the clamping force is carried out by the tunnel boring machine.
- the socket (1) of the previous example is replaced by a foot tube (9) anchor (8), the other elements being unchanged.
- the pin (7) to quick thread is screwed into the element (A) and force-fitted into the sleeve (2) of the piece (B).
- the part (A) has a turn anchor (11) sealed in the concrete during the molding of the part (A).
- the spindle (7) is held in the part (A) by screwing into the coil (11) and force fitted into the sleeve (2) of the part (B).
- FIGS. 4, 5, 6 comprise, on the one hand, parts anchor corresponding respectively to those of Figures 1,2,3 and include other share a metal pin, half of which has a quick thread and the other half a succession of frustoconical notches (12).
- the notches (12) have frustoconical side walls, the largest diameters of which are directed towards the central part of the threaded rod to ensure the non-return function.
- the spindle (7) is held in the part (A) by screwing and force-fitted in room (B).
- the embodiment of Figure 7 includes a threaded rod (7) over its entire length and two anchor pieces in the pieces (A and B) which are anchor turns (11) quick thread.
- the spindle is screwed into the element (A) then force-fitted into element (B).
- the spindle (7) (see FIG. 8) has a part (7a) whose profile is adapted to that of the quick-turn turn ( Figures 8 and 9) arranged in the part (A) and a part (7b) with helical notching (15) anchored in the special socket (16) sealed in item (B) ..
- the special socket (16) has a conical inlet (17) and a tubular body with external annular retaining notches (4) and an internal longitudinal hole (14).
- a plurality of longitudinal grooves (13) are provided, for example three, for the evacuation of water or mud.
- the spindle is manually screwed into the part (A) then force-fitted into the part (B) by a clamping force which, thanks to the shape and slope of the helical notch, also induces a rotation of the spindle ending the screwing of the first part (7a) of the spindle.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Joining Of Building Structures In Genera (AREA)
- Dowels (AREA)
- Road Signs Or Road Markings (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9511540A FR2739119B1 (fr) | 1995-09-26 | 1995-09-26 | Procede et dispositif d'assemblage de deux elements en beton |
FR9511540 | 1995-09-26 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0765991A1 EP0765991A1 (fr) | 1997-04-02 |
EP0765991B1 true EP0765991B1 (fr) | 2001-06-06 |
Family
ID=9483127
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP96470019A Expired - Lifetime EP0765991B1 (fr) | 1995-09-26 | 1996-09-25 | Procédé et dispositif d'assemblage de deux éléments en béton |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0765991B1 (es) |
AT (1) | ATE201916T1 (es) |
DE (1) | DE69613188T2 (es) |
ES (1) | ES2159709T3 (es) |
FR (1) | FR2739119B1 (es) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2333140B (en) * | 1998-01-09 | 2002-03-27 | Tarmac Uk Ltd | Connection assembly |
ATE272786T1 (de) * | 1998-01-21 | 2004-08-15 | Wayss & Freytag Ingenieurbau A | Tübbingauskleidung für unterirdische zylindrische bauwerke in böden mit geringer standfestigkeit |
EP2625384A1 (en) * | 2010-10-05 | 2013-08-14 | Bosworth Plastics Limited | Coupling device |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2457427A1 (de) * | 1974-12-05 | 1976-06-10 | Wayss & Freytag Ag | Tuebbing mit selbstverriegelnden verbindungs-elementen fuer den ausbau von tunneln und schaechten |
GB2004931B (en) * | 1977-08-16 | 1982-05-06 | Charcon Tunnels Ltd | Wall segments |
GB2103684B (en) * | 1981-08-07 | 1985-09-04 | Commercial Shearing | Tunnel liners |
EP0100771B1 (de) * | 1982-08-06 | 1985-11-21 | Wayss & Freytag Aktiengesellschaft | Vorrichtung zur selbstverriegelnden Verbindung von Tübbings für den Ausbau von Tunneln und Schächten |
GB2131514B (en) * | 1982-12-08 | 1986-02-12 | Charcon Tunnels Ltd | Tunnel lining fastening devices |
US4477204A (en) * | 1983-01-17 | 1984-10-16 | Clarence J. Rohde | Cast concrete element for underground tubular structure |
GB8726575D0 (en) * | 1987-11-13 | 1987-12-16 | Fairlough Civil Eng Ltd | Tunnel linings |
KR100214113B1 (ko) * | 1993-05-11 | 1999-08-02 | 오가사와라 쇼헤이 | 터널라이너 그 제조방법 및 그 제조장치 |
GB9322603D0 (en) * | 1993-11-02 | 1993-12-22 | Buchan C V Ltd | Device for jointing two members together |
FR2715189B1 (fr) * | 1994-01-14 | 1996-04-05 | Tuyaux Bonna | Paire de voussoirs conjugués destinés à la réalisation d'un tunnel et voussoirs d'une telle paire. |
-
1995
- 1995-09-26 FR FR9511540A patent/FR2739119B1/fr not_active Expired - Lifetime
-
1996
- 1996-09-25 AT AT96470019T patent/ATE201916T1/de not_active IP Right Cessation
- 1996-09-25 ES ES96470019T patent/ES2159709T3/es not_active Expired - Lifetime
- 1996-09-25 DE DE69613188T patent/DE69613188T2/de not_active Expired - Lifetime
- 1996-09-25 EP EP96470019A patent/EP0765991B1/fr not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
ES2159709T3 (es) | 2001-10-16 |
FR2739119A1 (fr) | 1997-03-28 |
ATE201916T1 (de) | 2001-06-15 |
DE69613188T2 (de) | 2002-01-31 |
DE69613188D1 (de) | 2001-07-12 |
EP0765991A1 (fr) | 1997-04-02 |
FR2739119B1 (fr) | 2000-12-22 |
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