EP0374051A1 - Verschalung einer Endfuge eines Abschnitts einer Schlitzwand - Google Patents
Verschalung einer Endfuge eines Abschnitts einer Schlitzwand Download PDFInfo
- Publication number
- EP0374051A1 EP0374051A1 EP89403490A EP89403490A EP0374051A1 EP 0374051 A1 EP0374051 A1 EP 0374051A1 EP 89403490 A EP89403490 A EP 89403490A EP 89403490 A EP89403490 A EP 89403490A EP 0374051 A1 EP0374051 A1 EP 0374051A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- box
- formwork
- sole
- connecting piece
- parts
- 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
- 238000009415 formwork Methods 0.000 title claims abstract description 30
- 239000002002 slurry Substances 0.000 title abstract 2
- 230000007423 decrease Effects 0.000 claims description 4
- 238000000605 extraction Methods 0.000 description 5
- 229910000278 bentonite Inorganic materials 0.000 description 1
- 239000000440 bentonite Substances 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
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
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
- E02D5/182—Bulkheads or similar walls made solely of concrete in situ using formworks to separate sections
Definitions
- the present invention relates to a formwork for an end seal of a molded wall panel, and more particularly to such a formwork comprising a sole and a box mounted on said sole.
- the trench is generally dug under bentonite mud. Once the trench has been dug, a formwork is immersed in the mud which is placed at the end of the trench.
- the present invention aims to overcome these drawbacks.
- the invention has the effect of a formwork for an end seal of a molded wall panel comprising a sole and a box mounted on said sole made of at least two parts arranged to be connected longitudinally, one after the other. other, characterized in that the box of each of the parts is interrupted before the end of the corresponding flange to be connected, and that a connecting piece having substantially the same cross section as said box is provided to overlap said ends of the insoles to be connected in the interruption zone of the box.
- connection system between the two parts of the formwork allows excellent alignment and good rigidity of the assembly.
- this connection system does not introduce any excess thickness of the formwork which could make its extraction more difficult.
- the connecting piece comprises at least two holes located opposite holes formed in the ends of the flanges for the passage of connecting pins.
- This arrangement makes it possible to perfectly transmit the vertical forces between the different parts of the formwork during its vertical extraction.
- the connecting piece can for example be fixedly mounted at the end of one of the flanges from which it projects, and include connection means with the end of the other flange.
- the box can be made in the form of two half-boxes separated by a longitudinal slot allowing in particular the insertion of a seal, the connecting piece being formed of two corresponding half-pieces.
- the box from its lower part may also have a transverse dimension which decreases towards its free end over at least part of its height.
- the upper part of the formwork shown in FIG. 1 is formed by a sole 1 on which are welded two half-boxes 2 separated by a longitudinal groove 3.
- the half-boxes 2 are interrupted in the upper 4 and lower 5 end zones of the sole 1.
- the sole forms two holes 6, the axes of which are in the same horizontal plane while in its upper part 4 of interruption of the caissons, it forms two holes 7 substantially of the same diameter as the holes 6 and the axes of which are also in the same horizontal plane, as well as four holes 8 of smaller diameter respectively located above and below each of the holes 7.
- Two connecting half-pieces 9 of the same cross section as the boxes 2 are fixed in the lower part 5 of the boxes interruption, on the one hand by welds 10 ensuring their positioning, and on the other hand using each an axis 11 engaged both in a hole 6 and in a corresponding hole 12 of the connecting half-piece.
- Each connecting half-piece protrudes from the lower edge of the sole 1 and comprises in this zone a second large-diameter hole 13 in which a connecting pin 14 is fixed, and two smaller diameter holes 15 respectively above and at - below hole 13.
- the lower part of the formwork shown in FIG. 2 comprises a sole 1 ′ on which are fixed two half-boxes 2 ′ forming between them a longitudinal groove 3 ′.
- the boxes 2 ′ are interrupted in the upper zone 4 ′ of the sole 1 ′, this upper zone comprising holes 7 ′ and 8 ′ similar to the holes 7 and 8 of the sole 1.
- each half-box has a transverse dimension which gradually decreases in the lower part of the formwork, these two half-boxes ending in a bevel by inclined planes 20.
- connection between the upper and lower parts of the formwork is made by engaging the connecting pins 14 fixed to the connecting pieces 9 in the holes 7 ′ of the base 1 ′, then by screwing bolts 21 in the holes 15 and 8 ′ opposite.
- the bolts 21 essentially serve to ensure the transverse assembly of the two parts of the formwork while the vertical extraction forces are transmitted by the axes 11 and 14.
- tall elements of FIG. 1 can in fact be added one after the other, their holes 7 and 8 being able to be used either for their connection to another section, or for their attachment to a lifting machine.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT89403490T ATE79428T1 (de) | 1988-12-14 | 1989-12-14 | Verschalung einer endfuge eines abschnitts einer schlitzwand. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8816456 | 1988-12-14 | ||
FR8816456A FR2640307B1 (fr) | 1988-12-14 | 1988-12-14 | Coffrage pour joint d'extremite de panneau de paroi moulee |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0374051A1 true EP0374051A1 (de) | 1990-06-20 |
EP0374051B1 EP0374051B1 (de) | 1992-08-12 |
Family
ID=9372930
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP89403490A Expired - Lifetime EP0374051B1 (de) | 1988-12-14 | 1989-12-14 | Verschalung einer Endfuge eines Abschnitts einer Schlitzwand |
Country Status (10)
Country | Link |
---|---|
EP (1) | EP0374051B1 (de) |
JP (1) | JPH0749652B2 (de) |
AT (1) | ATE79428T1 (de) |
CY (1) | CY1718A (de) |
DE (2) | DE374051T1 (de) |
ES (1) | ES2016779T3 (de) |
FR (1) | FR2640307B1 (de) |
HK (1) | HK88393A (de) |
PT (1) | PT92555B (de) |
SG (1) | SG46593G (de) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19817982C1 (de) * | 1998-04-22 | 1999-11-18 | Leffer Stahl & App | Schalungselement einer Flachfugenschalung und Verfahren zu dessen Ausbau |
CN111042514A (zh) * | 2019-12-17 | 2020-04-21 | 葛全伟 | 一种装配式工程用建筑模板 |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1259184A (fr) * | 1960-06-02 | 1961-04-21 | élément de liaison pour les sections en béton de murs de fondation et de murs d'enceinte en béton armé | |
DE1913764B1 (de) * | 1969-03-19 | 1970-07-30 | Dyckerhoff & Widmann Ag | Betonfertigteil zum Begrenzen der Betonierabschnitte von Schlitzwaenden |
CH665241A5 (en) * | 1987-01-28 | 1988-04-29 | Zschokke Sa Conrad | Wall-casting system in ground - uses end shuttering walls in sections aligned and clamped together beforehand |
-
1988
- 1988-12-14 FR FR8816456A patent/FR2640307B1/fr not_active Expired - Fee Related
-
1989
- 1989-12-13 JP JP1323645A patent/JPH0749652B2/ja not_active Expired - Lifetime
- 1989-12-13 PT PT92555A patent/PT92555B/pt not_active IP Right Cessation
- 1989-12-14 AT AT89403490T patent/ATE79428T1/de not_active IP Right Cessation
- 1989-12-14 ES ES198989403490T patent/ES2016779T3/es not_active Expired - Lifetime
- 1989-12-14 DE DE198989403490T patent/DE374051T1/de active Pending
- 1989-12-14 DE DE8989403490T patent/DE68902465T2/de not_active Expired - Fee Related
- 1989-12-14 EP EP89403490A patent/EP0374051B1/de not_active Expired - Lifetime
-
1993
- 1993-04-15 SG SG46593A patent/SG46593G/en unknown
- 1993-08-26 HK HK883/93A patent/HK88393A/xx unknown
-
1994
- 1994-05-06 CY CY171894A patent/CY1718A/xx unknown
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1259184A (fr) * | 1960-06-02 | 1961-04-21 | élément de liaison pour les sections en béton de murs de fondation et de murs d'enceinte en béton armé | |
DE1913764B1 (de) * | 1969-03-19 | 1970-07-30 | Dyckerhoff & Widmann Ag | Betonfertigteil zum Begrenzen der Betonierabschnitte von Schlitzwaenden |
CH665241A5 (en) * | 1987-01-28 | 1988-04-29 | Zschokke Sa Conrad | Wall-casting system in ground - uses end shuttering walls in sections aligned and clamped together beforehand |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19817982C1 (de) * | 1998-04-22 | 1999-11-18 | Leffer Stahl & App | Schalungselement einer Flachfugenschalung und Verfahren zu dessen Ausbau |
CN111042514A (zh) * | 2019-12-17 | 2020-04-21 | 葛全伟 | 一种装配式工程用建筑模板 |
Also Published As
Publication number | Publication date |
---|---|
FR2640307B1 (fr) | 1993-06-11 |
HK88393A (en) | 1993-09-03 |
JPH02243874A (ja) | 1990-09-27 |
DE68902465D1 (de) | 1992-09-17 |
DE374051T1 (de) | 1991-04-11 |
PT92555B (pt) | 1995-08-09 |
CY1718A (en) | 1994-05-06 |
EP0374051B1 (de) | 1992-08-12 |
JPH0749652B2 (ja) | 1995-05-31 |
ATE79428T1 (de) | 1992-08-15 |
FR2640307A1 (fr) | 1990-06-15 |
ES2016779T3 (es) | 1993-04-01 |
PT92555A (pt) | 1990-06-29 |
ES2016779A4 (es) | 1990-12-01 |
SG46593G (en) | 1993-07-09 |
DE68902465T2 (de) | 1993-02-11 |
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