EP0874084B1 - Arbeitsgerüst zur Sanierung von Betonbrücken - Google Patents
Arbeitsgerüst zur Sanierung von Betonbrücken Download PDFInfo
- Publication number
- EP0874084B1 EP0874084B1 EP98107188A EP98107188A EP0874084B1 EP 0874084 B1 EP0874084 B1 EP 0874084B1 EP 98107188 A EP98107188 A EP 98107188A EP 98107188 A EP98107188 A EP 98107188A EP 0874084 B1 EP0874084 B1 EP 0874084B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- scaffolding
- rail
- support arm
- bridge
- support
- 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
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
- E01D19/106—Movable inspection or maintenance platforms, e.g. travelling scaffolding or vehicles specially designed to provide access to the undersides of bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D22/00—Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
Definitions
- the invention relates to a scaffolding for renovation of concrete bridges, especially for renewing bridge caps.
- Bridge caps On the outer longitudinal edges of concrete bridges are common Bridge caps provided for weathering of the support arms to prevent the bridge in this critical area.
- the caps cast from concrete are in cross section L-shaped and cover the bridge in the area of the Pedestrian paths and along the outer longitudinal edges. Due to the weather, only the cap, but not the bridge itself, damaged. It is therefore required to replace the bridge cap occasionally. To do this, the cap is knocked off and then is a formwork along the longitudinal edge of the Bridge attached to pour a new cap.
- the cap To knock off the cap must be under the cap or under a working scaffold to the bridge's supporting arm that carries the cap to be ordered. Be off the scaffolding the parts of the cap that fall off when knocked off collected. The scaffolding also serves subsequently for carrying a formwork scaffold for casting the new cap.
- the boom is like this arcuate that he the longitudinal edge of the Embraces the support arm from above.
- the work platform is parallel under the support arm Bridge arranged. From the work platform, the Support arm can be processed. Furthermore, from the work platform chipped off parts of the bridge cap as well as the formwork scaffold.
- the scaffolding must be the same when casting the Wear the high concrete weight occurring bridge cap. Around to avoid tilting such a scaffolding, the car must have a heavy counterweight his. Because of the heavy weight of the scaffolding it is difficult to move. Also blocked the carriage of the scaffolding part of the road the bridge.
- a scaffolding from which the preamble of the claim 1 starts, is known from DE 91 07 201 U.
- this Working scaffolding is under the support arm of a bridge with dowels an anchoring device attached to the rail is attached, which is a long the rail Working platform.
- the object of the invention is a scaffolding for renovation of concrete bridges so that there are high loads can record.
- the anchoring device Holding device through a through hole in the Support arm extending tie rod on.
- the tie rod is with one resting on the horizontal top of the support arm Anchoring element and with one on the horizontal angled underside of the support arm connected to the support arm.
- the counterhold is opposite Tie rod can be tilted to accommodate different inclinations Always lay the underside of the support arm against it. Because the on the anchoring device acting tensile forces essentially from the tie rod to the one at the top of the support arm overlying anchoring element can be transferred from the anchoring device according to the invention considerably larger Forces as absorbed by an anchor. Therefore distances between the anchoring devices can be up to up to 3 m. Furthermore, the through holes be drilled from above, so that the effort to arrange the Anchoring is considerably less than dowelling Suspensions.
- the holding device preferably has the work scaffold several that can be inserted into the supporting frame of the concrete bridge Anchoring devices that support the rail.
- the Rail is hinged with each anchoring device connected with horizontal axis. Opposite one rigid with that The rail connected to the support arm is the one about a horizontal axis swiveling rail, for example, even with an inclined one Bottom of the support arm can be aligned vertically. Can also Inaccuracies in the assembly of the anchoring devices be balanced.
- the same work scaffold for different bridges To be able to use is the height distance of the support roller from the support frame adjustable. So the scaffolding can do this aligned that the on the support frame Working platform is horizontal.
- the work scaffold is made up of several pre-assembled ones Scaffolding units put together. Every scaffolding unit far in addition to the supporting frame supporting the work platform, several Drives and supports.
- the scaffolding units are successively in the rail, which preferably over stretches the entire length of the bridge.
- the end multiple scaffolding units have one Total length of at least 50 m, preferably at least 100 m, up. Thus a continuous length can be used Bridge cap to be concreted. Since the scaffolding units as Units can be hung in the rail, they can be pre-assembled. Therefore, the scaffolding can be opened and opened quickly be dismantled.
- each scaffold unit has a powered drive. If several drives are provided, they are together synchronized.
- the articulated with the counterholder over a horizontal axis is detectably connected.
- the rail can the drives are always aligned.
- an L-shaped Bridge cap 9 On an arm 8 of a concrete bridge is an L-shaped Bridge cap 9 arranged, the longitudinal edge of the support arm 8 protects against weathering.
- a support frame 10th On the support arm 8 is attached to a scaffolding that a support frame 10th which has two mutually parallel supports 11, 12 and a carrier 13 running parallel to this Has a U-shaped cross section. Perpendicular to the beams 11, 12, 13 are carriers at regular intervals 14, 15 (Fig. 3). All carriers are with each other welded so that a rigid support frame 10th is formed.
- a work platform 16 attached to the top of the support frame 10 partially covered. If the scaffolding on one Support arm 8 is attached to a concrete bridge, protrudes Working platform 16 partially above the support arm 8.
- a Security railings 20 are provided on the left in Fig. 1 of the support frame 10. For attachment are provided on the support frame 10 tubular brackets 21, into the posts 22 of the security railing 20 are stuck. The posts 22 are horizontal Struts 23.24 connected.
- the holding part 30 is by means of a bolt 31 with two abutting on the outer sides of the holding part 30 Retaining plates 32,33 connected.
- the holding plates 32,33 are with a further bolt 34 with two receiving parts 35.36 connected.
- the spaced apart Receiving parts 35,36 serve to hold one Drive 37.
- the drive 37 has rotatably mounted rollers 40, 41 that face each other.
- the rolls 40.41 are held by shafts 42, 43 in the receiving parts 35, 36.
- the roller 41 is also with an electric Drive 44 connected.
- the holding device of the scaffolding also has a rail 45 in the form of a double T-beam.
- the Rollers 40, 41 of the drive 37 are displaceable in the rail arranged.
- the rail 45 is with an anchoring device 46 in the support arm 8 8 of the bridge anchored.
- the anchoring device 46 has one Joint of two rails 45.50 (Fig. 2) one Rail holder 47, 48, the rail holder 47 with the rail 45 and the rail holder 48 with the Rail 50 is welded.
- the two rail holders 47.48 protrude into the rails 45.50 and are through a threaded bolt 51 and two nuts 52, 53 with each other connected. If the anchoring device 46 not at the joint of two rails 45.50 the connection between the two rail holders 47,48 by means of the threaded rod 51 are omitted.
- the rail holders 47, 48 are with a counter holder 54 connected.
- the counter holder 54 has two tabs 55, 56 on, which are arranged parallel to the rail holders 47,48 are.
- the tabs 55, 56 are on horizontal axes 57.58 connected to the rail holders 47.48 and thus form a joint.
- the counter holder 54 stiffening plates 60,61 (Fig. 1) on the two Firmly connect tabs 55, 56 together.
- the tabs 55.56 and the stiffening plates 60.61 are with a counter plate 62 firmly connected.
- the anchoring device 46 For fastening the anchoring device 46 is shown in the support arm 8 is provided with a through hole 64, through which a tie rod 65 is inserted.
- the tie rod 65 consists of a threaded rod, the head of which is from below abuts the counter-holder plate 62.
- the tie rod 65 protrudes through the through hole 64 and is at the Counterholder 54 opposite side with a screwed on Anchoring element 66 connected.
- the anchoring element 66 is on the horizontal top 67 of the support arm 8.
- For fastening the anchoring device 46 on the support arm 8 becomes the anchoring element 66 screwed onto the thread of the tie rod 65, so that the counter support 54 and the anchoring element 66 are clamped together.
- the posts can also be designed in this way be on the anchoring element 66 protruding threaded part of the tie rod 65 can be screwed on are.
- a support roller 73 is arranged.
- the carrier 14 of the support frame 10 connected to a sheet 75 stiffened bracket 74.
- the holder 74 are two sheets 76.77 in height slidably arranged.
- the plates 76, 77 are connected to an axis 79, on which the support roller 73 is rotatably mounted. There the plates 76, 77 are displaceable in the holder 74, can the height distance of the roller 73 with respect to Support frame 10 vary. So the work platform 16 of the scaffolding always horizontal regardless of the inclination of the bottom 73 of the support arm 8 aligned become.
- FIG. 3 shows a top view of part of the scaffolding, in which the support arm 8 of the bridge is not is shown.
- the rail 45 are four drives 37 suspended, one of which is connected to the drive 44 is.
- a scaffold unit 80 In the part of the Scaffolding is a scaffold unit 80.
- Each scaffolding unit 80 has four beams 14 and 14 projecting above the work platform four beams not protruding above the work platform 16 15 on. These supports are perpendicular to them Carrier 11,12,13 connected to the support frame 10.
- the carrier 14 is at the right end in FIG. 3 each support roller 73 attached. Also with the Carriers 14 are connected to the drives 37.
- the scaffolding units 80 have a length of 9 m, so that six scaffolding units a scaffold with a Length of 54 m. Because of the great length of the scaffolding can be removed after knocking off the bridge cap 9 over the entire length of the scaffolding a new bridge cap can be concreted throughout. Then the work scaffold is shifted by its length, to the next piece of bridge cap 9 concrete. Since each scaffold unit has a drive 44, they can work together as a scaffold connected scaffolding units 80 moved together become. For this purpose, the drives 44 of the individual scaffold units 80 synchronized with each other.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Description
- Fig. 1
- eine schematische Schnittansicht eines an einem Tragarm einer Brücke befestigten Arbeitsgerüsts,
- Fig. 2
- eine Ansicht der Verankerungsvorrichtung einer Schiene bezüglich Fig. 1 von links, und
- Fig. 3
- eine Schnittansicht entlang der Linie I-I in Fig. 1.
Claims (9)
- Arbeitsgerüst zur Sanierung von Betonbrücken, mit einer Haltevorrichtung zur Anbringung eines Tragrahmens (10) an einem Tragarm (8) der Betonbrücke, einer von dem Tragrahmen (10) getragenen Arbeitsbühne (16), mindestens einem längs einer Schiene (45) verfahrbaren Laufwerk (37), an welchem der Tragrahmen (10) aufgehängt ist, und mindestens einer Verankerungsvorrichtung (46),
dadurch gekennzeichnet, daß die Verankerungsvorrichtung einen durch eine Durchgangsbohrung (64) in dem Tragarm (8) verlaufenden Zuganker (65) aufweist, der mit einem auf der horizontalen Oberseite (67) des Tragarms (8) auflegbaren Verankerungselement (66) und auf der zur Horizontalen geneigten Unterseite (63) des Tragarms (8) mit einem mit der Schiene (45) verbundenen Gegenhalter (54) verbunden ist, der eine gegenüber dem Zuganker (65) schrägstellbare, an der Unterseite (63) des Tragarms (8) anliegende Gegenhalterplatte (62) aufweist. - Arbeitsgerüst nach Anspruch 1, dadurch gekennzeichnet, daß zur Verbindung des Gegenhalters (54) mit der Schiene (45,50) ein fest mit der Schiene (45) verbundener Schienenhalter (47,48) vorgesehen ist, der mit dem Gegenhalter (54) über eine horizontale Achse (57,58) gelenkig feststellbar verbunden ist.
- Arbeitsgerüst nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß bei einer Brücke, bei der der Tragarm (8) mit einer Brückenkappe (9) versehen ist, das Verankerungselement (66) und das obere Ende des Zugankers (65) in einer Bohrung (71) der Brückenkappe (9) versenkt ist.
- Arbeitsgerüst nach einem der Ansprüche 1-3, dadurch gekennzeichnet, daß an dem der Schiene (45,50) gegenüberliegenden Ende der Verankerungsvorrichtung (46) ein Pfosten eines Geländers befestigbar ist.
- Arbeitsgerüst nach einem der Ansprüche 1-4, dadurch gekennzeichnet, daß die Haltevorrichtung mindestens eine gegen die Unterseite (63) des Tragarms (8) ansetzbare Stützrolle (73) aufweist.
- Arbeitsgerüst nach Anspruch 5, dadurch gekennzeichnet, daß der Höhenabstand der Stützrolle (73) von dem Tragrahmen (10) zum Ausrichten des Arbeitsgerüsts einstellbar ist.
- Arbeitsgerüst nach einem der Ansprüche 1-6, dadurch gekennzeichnet, daß das Arbeitsgerüst mehrere mit derselben Schiene (45) zusammenwirkende Laufwerke (37) aufweist, von denen zumindest eines einen Antrieb (44) aufweist.
- Arbeitsgerüst nach einem der Ansprüche 5-7, dadurch gekennzeichnet, daß mehrere vormontierte Gerüsteinheiten (80), von denen jede mehrere Laufwerke (37) und Stützrollen (73) aufweist, in einer Reihe miteinander verbunden sind und eine Gesamtlänge von mindestens 50 m, vorzugsweise von mindestens 100 m, aufweisen.
- Arbeitsgerüst nach Anspruch 8, dadurch gekennzeichnet, daß die Antriebe (44) sämtlicher Gerüsteinheiten (80) synchronisiert sind.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29707488U DE29707488U1 (de) | 1997-04-25 | 1997-04-25 | Arbeitsgerüst zur Sanierung von Betonbrücken |
DE29707488U | 1997-04-25 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0874084A1 EP0874084A1 (de) | 1998-10-28 |
EP0874084B1 true EP0874084B1 (de) | 2003-10-29 |
Family
ID=8039534
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98107188A Expired - Lifetime EP0874084B1 (de) | 1997-04-25 | 1998-04-21 | Arbeitsgerüst zur Sanierung von Betonbrücken |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0874084B1 (de) |
AT (1) | ATE253144T1 (de) |
DE (2) | DE29707488U1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102704413A (zh) * | 2012-06-25 | 2012-10-03 | 上海同罡建筑工程有限公司 | 一种拱桥顶升的施工方法 |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102005013991B3 (de) * | 2005-03-26 | 2006-11-23 | Döllen, Heinz von | Fahrbares Arbeitsgerüst |
GB2488983C (en) | 2011-03-08 | 2014-12-03 | Suspended structure, scaffolding or formwork system | |
CN104195960B (zh) * | 2014-08-29 | 2017-01-25 | 项伟轩 | 悬挂式桥梁维修空中操作平台*** |
DE202018101994U1 (de) * | 2018-04-12 | 2019-07-17 | Quick Bauprodukte Gesellschaft mit beschränkter Haftung | Fahrbares Arbeitsgerüst |
CN114396425B (zh) * | 2022-02-18 | 2023-02-03 | 中国商用飞机有限责任公司 | 可调支撑刚度的滚轮装置 |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3115239A1 (de) * | 1981-04-15 | 1982-11-04 | Winfried Dipl.-Ing. 6365 Rosbach Schnabel | Vorrichtung als geruest zum abschnittsweisen fahren unter betonbruecken |
DE9107201U1 (de) * | 1990-09-21 | 1991-08-08 | Alfred Kunz GmbH & Co, 8000 München | Schalung zum Betonieren von Kappen oder Gesimsen an einem langgestreckten Bauwerk, vorzugsweise einer Brücke |
DE19526964A1 (de) * | 1995-07-24 | 1997-01-30 | Otto Huneke | Arbeitsbühne, insbesondere Brückensanierungsbühne |
-
1997
- 1997-04-25 DE DE29707488U patent/DE29707488U1/de not_active Expired - Lifetime
-
1998
- 1998-04-21 EP EP98107188A patent/EP0874084B1/de not_active Expired - Lifetime
- 1998-04-21 AT AT98107188T patent/ATE253144T1/de not_active IP Right Cessation
- 1998-04-21 DE DE59809996T patent/DE59809996D1/de not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102704413A (zh) * | 2012-06-25 | 2012-10-03 | 上海同罡建筑工程有限公司 | 一种拱桥顶升的施工方法 |
Also Published As
Publication number | Publication date |
---|---|
DE59809996D1 (de) | 2003-12-04 |
DE29707488U1 (de) | 1998-08-27 |
ATE253144T1 (de) | 2003-11-15 |
EP0874084A1 (de) | 1998-10-28 |
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