EP0781361B1 - Verbauplatte - Google Patents
Verbauplatte Download PDFInfo
- Publication number
- EP0781361B1 EP0781361B1 EP95928407A EP95928407A EP0781361B1 EP 0781361 B1 EP0781361 B1 EP 0781361B1 EP 95928407 A EP95928407 A EP 95928407A EP 95928407 A EP95928407 A EP 95928407A EP 0781361 B1 EP0781361 B1 EP 0781361B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- plate
- cutting edge
- section
- lower edge
- hollow profile
- 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
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/06—Foundation trenches ditches or narrow shafts
- E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
Definitions
- the invention relates to a shoring panel consisting of between two rectangular cover plates enclosed profile sheet elements and all-round, welded to the cover plates Hollow profiles, for use in trench formwork in civil engineering.
- a shoring panel with a circumferential hollow profile is described in DE 30 15 110 A1. This also for supporting trench walls
- the provided shoring plate has essentially outer sheets extending over the entire plate area, one rectangular frame supporting the edges of the outer sheet and profiles stiffening and crossing each other.
- the Frame profiles form closed together with the outer sheets Hollow box sections, that is, one that delimits the panel body Plate frame.
- This can consist of one upper anvil crossbar (pressure beam), to which when operating with the Excavator shovel is pushed or hit; from side end profiles (Vertical spar), which is just like the anvil profiles Can have a rectangular cross-section; and from a lower one Pointed or cutting profile with triangular cross-section.
- Such Sheeting board is also given in US-A-40 56 938.
- Pierced tabs are generally used after a short period of use bent or even broken off.
- the shoring plate is held on the cutting edge during assembly, by - without a special attachment point - the crane hook just be hung over the cutting edge. Then it always exists the risk that one or the other hook when raised The plate slips sideways so that the whole plate tilts is coming.
- the invention has for its object at the top or Bottom edge or cutting edge of the shoring plate can be attached as a sling for a crane hook, a rope or the like, especially for hanging the shoring panel in a horizontal position, through which neither Driving the shoring plate into the ground still hinders the cutting edge designed as a hollow profile opposite the sheeting panel Bending buckling or the like is weakened and the even by driving the sheeting into the ground or moving the lining plate along the trench is not damaged can be.
- the pointed hollow profile forming the cutting edge of the lower edge of the board at least one massive steel one Hanging ring with a triangular cross-section of the cutting edge at least approximately congruent cross-section and with partly straight as well as approximately semicircular outer circumference, its rounded Area is welded all around with the pointed hollow profile and whose straight area forms part of the lower edge of the plate.
- the invention is designed as a hollow profile Tip or cutting edge of the shoring plate in - preferably out Cast steel or forged steel existing - solid ring used, the outer contour of the one hand exactly in the area of the the ring surrounding cover surfaces fits and on the other hand one Forms part of the cutting edge and its edge itself.
- the hanging ring according to the invention is located within the the shoring stiffening hollow profile frame, the ring however, does not weaken the frame because its because of the massive Execution inherent stiffness is at least as great as that Stiffness of the part to be cut out of the hollow profile for inserting the ring Steel sheet, and since it is by all-round welding with the remaining hollow profile parts into one Becomes part of the hollow profile.
- a major advantage of the hanging ring according to the invention is that the ring hole is so close to the cutting edge can that a crane hook - if necessary with its hook safety device - over the remaining between the cutting edge and the hole Can grab the web. This will allow for any assembly work e.g. with a shoring box, maximum security is created.
- Shoring plate consists of two rectangular cover plates 2 and 3 with sandwiched sheet metal elements 4 and a circumferential one, welded to cover plates 2 and 3 Hollow section edge, all in all as a rectangular frame construction 5 is referred to and consist of one continuous frame corner 6 to the frame corner reaching hollow profile 7, 8 or 9.
- the Hollow sections 7 to 9 can be longitudinally welded or rolled seamlessly or be drawn. So it is preferably not only around U or C profiles, but around closed tubes Hollow profiles.
- the frame structure 5 consists of a pressure beam 7 that is particularly stabilized against bending on the top edge 10 of the plate, one against each in the vertical longitudinal direction especially stabilized vertical spar 8 on the plate longitudinal sides 11 and a cutting edge 12 the plate lower edge 13 having pointed hollow profile 9, the Longitudinal ends 9a especially adjacent to the lower edge 13 expediently particularly advantageous, in particular solid, trained will.
- the pointed hollow profile the lower edge 13 approximately a cross section in shape a right triangle, one of which has a catheter 14 perpendicular to the level of the adjacent deck surface 2, 3, the other Cathete 15 in the area of the soil facing the shoring, outer cover plate 3 and its hypotenuse 16th should face the interior of the trench.
- the hanging ring 18 is adjacent to the lower edge 13 of the pointed hollow profile 9 at least one hanging ring 18 with a hanging hole 19 integrated into the cutting edge 12.
- the hanging ring 18 has a rounded peripheral region 20 and a straight one Circumferential area 21, which is parallel to a tangent of the hole 19 lies.
- the details are shown enlarged in FIGS. 3 and 4. It is important, among other things, that the hanging ring 18th one with the triangular cross section of the cutting edge 12 is identical Cross section. Fig.
- FIG. 4 shows the cross section of the hollow hollow profile 9, thus also the cross section of the Cut 12 and the hanging ring integrated into it by welding 18 that as the cutting surfaces 15, 16 obliquely to each other standing axial surfaces 22 and 23 of the suspension ring 18 as precisely as possible in the two through the cathete 15 and the Hypotenuse 16 defined areas of the triangular cross section of the Pointed hollow profile 9 are fitted.
- the exemplary embodiment provides an alternative Suspension eyes 25 with built-in slings 26 (for crane traction devices or the like) approximately in the upper third of the area the shoring panel, but at a distance from the adjacent hollow sections 7 and 8. Instead, you can also join one upper part of the frame 5, in particular on the hollow profile 7, Draw rings 27 are welded with the help of eyelets 28.
- the crane's traction means can also be used, for example attack the trained attachment points of the receiving housing 17.
- One for use in trench formwork in civil engineering as Part of a shoring box or provided in the slide rail shoring Shoring plate is easy to assemble and remains stable against bending also on the one with the cutting edge at the lower edge
- Triangular hollow profile if in the triangular hollow profile made of steel existing massive hanging rings with partly straight and Part rounded outer circumference are used, the axial Outer contour in the surface of the cover plate surrounding the ring fits, the straight peripheral part of part of the edge of the Cutting edge forms and its rounded peripheral part with the adjacent ones Parts of the hollow profile are welded.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Road Paving Structures (AREA)
- Road Signs Or Road Markings (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Finishing Walls (AREA)
- Load-Engaging Elements For Cranes (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Crystals, And After-Treatments Of Crystals (AREA)
- Butt Welding And Welding Of Specific Article (AREA)
- Foundations (AREA)
- Agricultural Chemicals And Associated Chemicals (AREA)
- Materials Applied To Surfaces To Minimize Adherence Of Mist Or Water (AREA)
- Revetment (AREA)
- Laminated Bodies (AREA)
- Building Environments (AREA)
- Seal Device For Vehicle (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Description
- Fig. 1
- eine Ansicht der Innenseite (in den Graben gewandte Seite) einer Verbauplatte;
- Fig. 2
- einen Schnitt längs der Linie II-II von Fig. 1;
- Fig. 3
- eine vergrößerte Ansicht eines der Schneidekante benachbarten Aufhängerings; und
- Fig. 4
- einen Schnitt längs der Linie IV-IV von Fig. 3.
- 1 =
- Verbauplatte
- 2 =
- inneres Deckblech
- 3 =
- äußeres Deckblech
- 4 =
- Profilblechelement
- 5 =
- Rechteck-Rahmenkonstruktion
- 6 =
- Rahmenecke
- 7 =
- oberes Hohlprofil
- 8 =
- seitliches Hohlprofil
- 9 =
- Spitz-Hohlprofil
- 9a =
- Längsenden
- 10 =
- Plattenoberkante
- 11 =
- Plattenseitenkante
- 12 =
- Schneide
- 13 =
- Plattenunterkante
- 14, 15 =
- Kathete
- 16 =
- Hypotenuse
- 17 =
- Aufnahmegehäuse
- 18 =
- Aufhängering
- 19 =
- Loch (18)
- 20 =
- gerundeter Bereich (18)
- 21 =
- gerader Bereich (18)
- 22, 23 =
- axiale Flächen (18)
- 24 =
- Steg (18)
- 25 =
- Aufhängeauge
- 26 =
- Anschlagmittel
- 27 =
- Ziehring
- 28 =
- Öse (27)
Claims (3)
- Verbauplatte (1), bestehend aus zwischen zwei rechteckigen Deckblechen (2, 3) eingeschlossenen Profilblechelementen (4) und umlaufenden, mit den Deckblechen verschweißten Hohlprofilen (7 bis 9), zum Einsatz bei der Grabenverschalung im Tiefbau, wobei das die Schneide (12) der Plattenunterkante (13) bildende Spitz-Hohlprofil (9) mindestens einen massiven aus Stahl bestehenden Aufhängering (18) mit einem zum dreieckigen Querschnitt der Schneide zumindest annähernd deckungsgleichen Querschnitt und mit zum Teil geraden (21) und im übrigen in etwa halbrunden (20) Außenumfang enthält, dessen gerundeter Bereich (20) rundum mit dem Spitz-Hohlprofil (9) verschweißt ist und dessen gerader Bereich (21) einen Teil der Plattenunterkante (13) bildet.
- Verbauplatte nach Anspruch 1,
dadurch gekennzeichnet,
daß der zwischen Aufhängeloch (19) und Plattenunterkante (13) verbleibende, massive Steg (24) des Aufhängerings (18) mindestens ebenso stabil gegen Verbiegung wie der übrige Teil der Plattenunterkante (13) ist und/oder das unmittelbare Einhängen und übergreifende Sichern eines Kranhakens oder dergleichen Zugmittel erlaubt. - Verbauplatte nach Anspruch 1 oder 2,
dadurch gekennzeichnet,
daß der Aufhängering (18) aus Stahlguß oder Schmiedestahl besteht.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE4432320 | 1994-09-12 | ||
DE4432320A DE4432320A1 (de) | 1994-09-12 | 1994-09-12 | Verbauplatte |
PCT/DE1995/001043 WO1996008608A1 (de) | 1994-09-12 | 1995-08-04 | Verbauplatte |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0781361A1 EP0781361A1 (de) | 1997-07-02 |
EP0781361B1 true EP0781361B1 (de) | 1998-11-25 |
Family
ID=6527937
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP95928407A Expired - Lifetime EP0781361B1 (de) | 1994-09-12 | 1995-08-04 | Verbauplatte |
Country Status (11)
Country | Link |
---|---|
US (1) | US5829921A (de) |
EP (1) | EP0781361B1 (de) |
AT (1) | ATE173780T1 (de) |
AU (1) | AU3218795A (de) |
BG (1) | BG62264B1 (de) |
CZ (1) | CZ291635B6 (de) |
DE (3) | DE4432320A1 (de) |
ES (1) | ES2124576T3 (de) |
HU (1) | HU219098B (de) |
PL (1) | PL178409B1 (de) |
WO (1) | WO1996008608A1 (de) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU718399B3 (en) * | 1999-07-16 | 2000-04-13 | Concrete Form Hire Pty Ltd | Improvements to formwork |
US6821057B1 (en) | 2000-04-05 | 2004-11-23 | Maksim Kadiu | Magnetic shoring device |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2886370A (en) * | 1958-03-18 | 1959-05-12 | Oscar H Liebert | Re-usable hoisting insert for concrete slab |
US3347049A (en) * | 1964-05-08 | 1967-10-17 | Ernric Company | Trench shoring apparatus |
US3593528A (en) * | 1969-12-15 | 1971-07-20 | John R Pavese | Safety trenching box |
US4056938A (en) * | 1976-02-09 | 1977-11-08 | Griswold James L | Trench shoring assembly with rigid main frame support |
DE2624954C2 (de) * | 1976-06-03 | 1982-12-16 | Josef Ing.(grad.) 5142 Hückelhoven Emunds | Doppelwandige Stahlverbauplatte |
DE2948458C2 (de) * | 1979-12-01 | 1982-01-21 | Josef 5138 Heinsberg Krings | Verbauplatte für eine Grabenverbauvorrichtung |
DE3015110A1 (de) * | 1980-04-19 | 1981-10-22 | Josef Ing.(grad.) 5142 Hückelhoven Emunds | Verbauplatte zum abstuetzen von grabenwaenden |
GB2094373B (en) * | 1981-03-07 | 1984-08-01 | Morris Alan | Trench shoring |
DE4209675C1 (de) * | 1992-03-25 | 1993-07-15 | Teska Verbautechnik Gmbh, 4200 Oberhausen, De | |
US5277522A (en) * | 1992-06-02 | 1994-01-11 | Empire Manufacturing, Inc. | Trench shield assembly |
DE4226405A1 (de) * | 1992-08-10 | 1994-02-17 | Emunds & Staudinger Gmbh & Co | Verbauvorrichtung |
-
1994
- 1994-09-12 DE DE4432320A patent/DE4432320A1/de not_active Withdrawn
-
1995
- 1995-08-04 WO PCT/DE1995/001043 patent/WO1996008608A1/de active IP Right Grant
- 1995-08-04 ES ES95928407T patent/ES2124576T3/es not_active Expired - Lifetime
- 1995-08-04 PL PL95319073A patent/PL178409B1/pl not_active IP Right Cessation
- 1995-08-04 US US08/809,015 patent/US5829921A/en not_active Expired - Fee Related
- 1995-08-04 EP EP95928407A patent/EP0781361B1/de not_active Expired - Lifetime
- 1995-08-04 DE DE19581009T patent/DE19581009D2/de not_active Expired - Fee Related
- 1995-08-04 AT AT95928407T patent/ATE173780T1/de not_active IP Right Cessation
- 1995-08-04 DE DE59504355T patent/DE59504355D1/de not_active Expired - Fee Related
- 1995-08-04 CZ CZ1997738A patent/CZ291635B6/cs not_active IP Right Cessation
- 1995-08-04 AU AU32187/95A patent/AU3218795A/en not_active Abandoned
- 1995-08-04 HU HU9701831A patent/HU219098B/hu not_active IP Right Cessation
-
1997
- 1997-03-07 BG BG101297A patent/BG62264B1/bg unknown
Also Published As
Publication number | Publication date |
---|---|
DE4432320A1 (de) | 1996-03-14 |
ATE173780T1 (de) | 1998-12-15 |
BG62264B1 (bg) | 1999-06-30 |
DE19581009D2 (de) | 1998-01-08 |
ES2124576T3 (es) | 1999-02-01 |
EP0781361A1 (de) | 1997-07-02 |
WO1996008608A1 (de) | 1996-03-21 |
PL178409B1 (pl) | 2000-04-28 |
HU219098B (hu) | 2001-02-28 |
US5829921A (en) | 1998-11-03 |
BG101297A (en) | 1997-09-30 |
AU3218795A (en) | 1996-03-29 |
HUT77169A (hu) | 1998-03-02 |
PL319073A1 (en) | 1997-07-21 |
CZ73897A3 (en) | 1997-07-16 |
DE59504355D1 (de) | 1999-01-07 |
CZ291635B6 (cs) | 2003-04-16 |
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