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Lapendenta Suspension Bridge In Disentis
structurae
Lapendenta Suspension Bridge In DisentisSince November 2024, Graubünden's longest suspension bridge has spanned the Rhine Gorge near Disentis/Mustér. The ARGE Jakob Rope Systems, Pfeifer and Von Rotz & Wiedemar AG realized this bridge construction project using rope technology and stainless steel construction. Graubünden's longest suspension bridge has been open in Disentis/Mustér since November 2024. With a length of almost 300 meters and a ground clearance of 100 meters, the suspension bridge creates a spectacular footpath from Mumpé Medel to Disentis/Mustér over the narrow, deep Rhine Gorge here. From a tourist point of view, the suspension bridge connects two waypoints of the historic mule track over the Lukmanier Pass. The ARGE Jakob Rope Systems / Pfeifer / Von Rotz & Wiedemar AG planned and built the complete solution for this suspension bridge. Jakob Rope Systems designed the construction of the suspension bridge. The bridge structure consists of six suspension ropes (Ø 45 mm, VVS) below the walkway and two suspension ropes at handrail level. Two ropes (Ø 26 mm, Forte-OSS) are used for bracing. A bracing structure consisting of stainless steel ropes and connections reduces unwanted swinging during use, absorbs forces caused by wind and prevents major deformations. The steel frame construction of the bridge girder is suspended from the supporting ropes. The stainless steel Webnet with a height of 1.30 meters provides the necessary fall protection as a side railing infill and also carries loads. Bridge structure: 4 suspension ropes (Ø 45 mm, VVS) below the walking level, 2 suspension ropes (Ø 45 mm, VVS) at handrail level Bracing: 2 ropes (Ø 30.9 mm, OSS), coupling ropes Ø 12 – 19 mm Railing infill: Webnet, 2 mm rope diameter, 60 mm mesh width, vertical meshes Client: LaPendenta Owner: Community of Disentis/Mustér Project management: ipz ingenieure + planer ag Engineer preliminary project: Casutt Wyrsch Zwicky AG Project engineer: Bigler AG Ingenieure und Planer SIA Bridge construction engineer: Jakob Rope Systems Bridge builder: ARGE Jakob Rope Systems, PFEIFER Structures, Von Rotz & Wiedemar AG Master builder: Loretz SA Drilling: Bianchi Bau Surveying: Pini Gruppe AG   Fields marked with a red asterisk * must be completed for the message to be sent.
road-bridge
Jan 22, 2025
Himmelhausmattesteg: A Suspension Bridge On A Wire Rope Mesh
structurae
Himmelhausmattesteg: A Suspension Bridge On A Wire Rope MeshAn elegant suspension bridge has been crossing the Trub in Trubschachen in the Emmental since November 2020. The construction of the pedestrian and cycle path bridge is unique: for the first time, a bridge is suspended from a wire rope mesh instead of the usual suspension ropes. The bridge connects the Trubschacher Himmelhausmatte with the train station. It creates a safe way to school for the local children and closes a gap in the national hiking and cycling network. With a slight incline as it crosses the river, the bridge spans a total of 25.8 metres, with the suspended section of the bridge stretching 21.5 metres between the supporting pylons. The bridge joins the road to the neighboring district, with its 2.2 metre width enabling the municipality’s 5 tonne snow-clearing tractor to cross in the winter. The bridge is designed for a payload of 4.0 kN/m². Constructed from steel gratings, the bridge deck is supported on four HEA 140 longitudinal steel beams, which in turn are supported by seven transverse beams across the suspended section. The structure is then braced by the Webnet which creates a superelevation sag of 280 millimetres. The design, including the inclination due to the superelevation sag, was developed to allow easy access for people with impaired mobility. The wire mesh Webnet consists of 3 millimetre stainless steel ropes, with a construction of 6 × 19 + WC, which with sleeves, forms a mesh width of 80 millimeters. The Webnet is connected to 26 millimetre diameter suspension cables, which are 1 x 37 open spiral strand stainless cables, with Jakob Forte turnbuckles fitted at both ends. The suspension cable has a 2.4 metres sag over its 23.7 metres length, which gives an f / l ratio of 1/10. These cables are attached to the pylon heads, together with the Jakob Forte M36 wire ropes and the tie-back cable. The 5.3 metre high articulated pylons are manufactured from welded hollow sections and support the longitudinal profiles of the bridge girder on their crossbars, these being connected to the pylons by means of bolted joints. In total, the bridge structure, including its gratings, weighs about 12 tonnes and it is anchored into heavy weight concrete. Construction work started in spring 2020. After completion of the foundations, the articulated pylons were positioned in place together with the temporary suspension cables which had already been attached. The girder had been manufactured off-site and transported to Trubschachen in one-piece, where it was lifted into position by pneumatic crane and secured to temporary cables. The suspension bridge was opened in November 2020. The bridge is a joint project of the companies Jakob AG, Thuner Bau AG and Kambly SA as well as the municipality of Trubschachen. Fields marked with a red asterisk * must be completed for the message to be sent.
road-bridge
Jan 22, 2025
Expansion Joints For The Friendship Bridge
structurae
Expansion Joints For The Friendship BridgeThe completion of the Ponte da Inte-gração Brasil-Paraguai, the friendship bridge linking Brazil and Paraguay, represents a dream come true for the region that has been 40 years in the making. The long-awaited second connec-tion between the two countries has a main span of 470 m, making it the long-est in Latin America. A project of this size required suitably large expansion joints, which were delivered by the structural protection specialists at MAURER. The Ponte da Integração Brasil-Paraguai is an asymmetric cable-stayed bridge with a total length of 760 m. The pylons reach up 190.17 m in Brazil and 185.04 m on the Paraguayan side. The bridge crosses the Paranà river and connects the Paraguayan city of Presidente Franco with Foz do Iguaçu in Brazil. The bridge has an average width of 17.8 m, with lanes measuring 3.6 m wide in each direction. It also has a 3-m-wide hard shoulder and a pavement measuring 1.7 m in width. It will relieve the strain on the friendship bridge inaugurated in 1965 between Foz do Iguaçu and Ciudad del Este. This older bridge will then be closed to heavy goods vehicles, which will only be allowed to use the new bridge. The record span required the largest expansion joint constructions ever built in either country. Fitted at the abutments at both ends of the bridge, these flexible elements compensate for movements that the bridge makes due to traffic, wind and temperature fluctuations in relation to the mainland. Expansion joints also ensure that vehicles can drive across this juncture unimpeded, regardless of the transition construction’s displacement. The joints are installed perpendicular to the direction of travel. Bridges in both countries are usually built with simple rubber profiles and narrow rubber expansion joints. But this was not sufficient for the friendship bridge. The project called for sophisticated, low-maintenance swivel joist expansion joints. MAURER Munich therefore collaborated closely with local subsidiary MAURER do Brasil to provide the contractor with technical support. What makes the swivel joist expansion joints special is the way they allow for movements in all directions without damage or significant resistance. They permit lateral, longitudinal and vertical movements in relation to the direction of travel, as well as any rotations. The profiles rest on top of the parallel swivel joists, which, with the exception of those at the edges, run at a slight angle to the direction of the road. This spreads the bridge’s tensile and shear movements evenly and without fatigue across the gaps between the profiles. As a result, the expansion joints are set to do their job for at least 50 years. MAURER installed one each of its DS 640/800 and DS 320/400 expansion joints, allowing compensation for bridge movements of 800 and 400 mm respectively. The components are 13.6 m long and have two footpath sections each measuring 2.3 m. Due to transport limitations, they were delivered in two parts before being welded together under MAURER’s supervision at the end of 2022. MAURER also supplied 67 elastomeric bearings for the friendship bridge, with dimensions of up to 1,100 x 1,100 x 102 mm. These were all produced by MAURER do Brasil in Sao Paulo. Construction of the bridge began in 2019. The main bridge section was completed in August 2023, with work on the ancillary structures still ongoing. The bridge is scheduled to be opened to traffic by the end of 2024. The project is being led by the consortium Construbase-Cidade-Paulitec. Three more partners are involved in the cross-border project: the Itaipu Binational hydroelectric power station (a cooperation between Brazil and Paraguay), the Brazilian state of Paraná, and the Paraná Road Authority (DER-PR), which monitors all road construction projects in the state. Fields marked with a red asterisk * must be completed for the message to be sent.
road-bridge
Jan 16, 2025
Huge Expansion Joint For The Shenzhong Link
structurae
Huge Expansion Joint For The Shenzhong LinkThe Shenzhong Bridge is part of the 24-km Shenzhen Zhongshan Link and is the largest bridge of its kind in the world. It is located in China’s Pearl River Delta, an area heavily affected by dangerous typhoons. The requirements for the expansion joints were therefore daunting. MAURER responded with four cleverly designed devices. The Shenzhong Link bridges the Pearl River Delta and connects the Chinese cities of Shenzhen and Zhongshan. It consists of two large suspension bridges, a 6.8-km-long tunnel with artificial islands at both ends, and several girder bridges. With its four lanes, the Link shortens the journey time from Shenzhen to Zhongshan from two hours to under 30 minutes. All bridges are designed to withstand extreme weather conditions, particularly the kind of strong winds caused by the typhoons in this region. Structures here are exposed to incredibly high wind speeds of up to 88 m/sec. The Shenzhong Bridge, the largest of the two suspension bridges, is no exception. It is 2.7 km long and has a main span of 1,666 m, making it the world’s longest steel-box-girder suspension bridge crossing the sea. The pylons measure 213.5 m in height, while the bridge deck is suspended at 91 m above the water with a clearance of 76.5 m, the largest across the sea. As a result, the requirements for the expansion joints were demanding. Fitted at both ends of the suspension bridge, these flexible elements compensate for movements that the bridge makes due to traffic, wind and temperature fluctuations in relation to the connecting bridges. Expansion joints also ensure that vehicles can drive across this juncture unimpeded, regardless of the transition construction’s displacement. The joints are installed perpendicular to the direction of travel. For this record-breaking bridge, MAURER supplied four of its MSM® expansion joints (type MSM® DS 28-80), with 28 profiles and a potential longitudinal displacement of 2,240 mm. Each of these joints is around 20 m long, equivalent to the width of the bridge deck: “These are by far the largest expansion joints that MAURER has ever produced”, says Luca Paroli, Regional Sales Director Europe and Asia at MAURER. “Simply dealing with the massive size is an incredible feat of engineering in itself.” Expansion joint constructions with swivel joists have been used successfully in demanding bridge projects around the world for decades. They allow for movements of up to three metres and more in some cases, as well as rotations in all directions. The parallel profiles rest on top of the swivel joists. These run at a slight angle to the direction of travel, therefore ensuring that the bridge’s expansions and contractions are spread evenly across the sealing elements between the steel profiles. Among the things that make MAURER’s swivel joist systems special are the bearings for the profiles. Instead of simple elastomeric bearings, the profiles run in newly developed w-shaped MSM® bearings. This so-called catamaran support allows the profiles to glide over the joists more easily and precisely. This prevents restraints and increases the service life to over 50 years. The expansion joints were manufactured in Munich, before being installed in China at the start of 2024. After seven years of construction, the Shenzhong Link was approved for use by traffic at the end of June. It is part of the development of the Greater Bay Area, the world’s largest metropolitan region that includes cities like Hong Kong, Guangzhou and Macau. The massive project received the George Richardson Award from the International Bridge Conference, and was selected as one of the world’s 50 most iconic tunnelling projects by the International Tunneling Association.  Fields marked with a red asterisk * must be completed for the message to be sent.
road-bridge
Jan 16, 2025
Expansion Joint Opens Horizontally In The Middle Of The Bridge
structurae
Expansion Joint Opens Horizontally In The Middle Of The BridgeThe new Clyde Crossing in Glasgow is a double swing bridge that opens at the centre, thanks in part to the special expansion joint from MAURER (Type DS 4 HL). With its unique hydraulic system, it can control the open-ing and closing of the bridge, as well as compensating for expansions caused by temperature, wind and traffic load like a conventional expansion joint. The Clyde Crossing is Scotland’s latest iconic feat of engineering. It crosses the River Clyde in the Glasgow suburb of Yoker and connects the neighbouring towns of Clydebank and Renfrew. The imposing white steel bridge consists of two swing bridges and was built by a joint venture between JV Hollandia Infra (southern half) and Smulders Iemants (northern half). Two pairs of pylons close to the river bank extend outwards like cranes and pivot with the bridge when it opens. The Clyde Crossing is 184 m long and 12.3 m wide, making it suitable for vehicles, pedestrians and cyclists alike. Bridges of this size usually have an expansion joint at each end next to the abutments. This bridges the gaps in the structure required to compensate for horizontal expansions caused by wind, traffic loads or temperature differences, for example. On the new double swing bridge, however, the pivots are located so close to the abutments that it was neither necessary nor possible to have expansion joints there. As the longer bridge sections were located at the middle of the river, the expansion joint also had to be there, at the point where the bridge opens. From a technical perspective, this was a unique challenge. It called for a single system that would combine the horizontal opening and closing of the swing bridge, as well as the longitudinal expansion and rotation. “The initial enquiry came back in 2019, which shows just how challenging the project was”, recalls Jeroen Melief, Branch Manager at MAURER Netherlands BV. The development of this special construction involved engineers from multiple companies. MAURER took the lead with its experts in Munich, Lünen and Culemborg. The construction also had to comply with both Eurocode and the British standard, while the highly intensive development and coordination phase was delayed by the effects of Brexit and the pandemic. The solution was based on modern MSM® swivel joist expansion joints. Similar systems have been used successfully in demanding bridge projects for decades. They allow for longitudinal movements of up to 3 m and more, as well as rotations in all directions. The parallel profiles, also known as intermediate beams, sit on top of the swivel joists and run transverse to the direction of travel. The joists run at a slight angle to the direction of travel, therefore ensuring that the bridge’s opening and closing movements are spread evenly across the sealing elements between the profiles. On the latest generation of MAURER’s swivel joist expansion joints, the intermediate beams run in w-shaped MSM® bearings instead of simple elastomeric ones. Known as a catamaran support, this improves the performance of the entire expansion joint. The MSM® sliding material and special bearing shape allow the profiles to slide more easily and precisely over the joists. This prevents restraints and increases the service life. For the project in Glasgow, the already sophisticated MSM® swivel joist expansion joint was also fitted with hydraulic control, sliding bearings and defined contact surfaces, before being installed on the southern swing bridge. MAURER provided an MSM® swivel joist expansion joint measuring 13.2 m in length and with a movement of 320 mm (MAURER type DS 4 HL modular joint). Unlike most conventional expansion joints, it is only welded on one side. As a result, MAURER also supplied a 40-cm-wide strip to bridge the gap to the northern side. The steel structures are protected by MSM® strips in the contact surface. Both halves of the bridge were produced in Rotterdam/Holland. There, the entire special construction was installed on the southern bridge at the start of 2024. The hydraulic system was also put through its paces here by an external specialist company. “For such a unique construction, we wanted to be sure”, explains Melief. “The greatest success was the moment when we tested it and it worked exactly as we had imagined.” Once the system arrived in Glasgow in April, it was simply a matter of making a few small adjustments. Renfrewshire Council of Glasgow City Region plans to approve the bridge for use by traffic before the end of this year. Fields marked with a red asterisk * must be completed for the message to be sent.
road-bridge
Apr 12, 2024
Special Bearings And Noise Reduction For Leverkusen
structurae
Special Bearings And Noise Reduction For LeverkusenSpecial restraints for the bearings and noise reduction on the expansion joints – MAURER supplied high-quality special elements for the first new section of the bridge over the Rhine in Leverkusen. The previous Leverkusen Rhine bridge on the A1 motorway had been in operation since 1965, and due to cracks in the steel loadbearing structure, could only be used by vehicles of up to 3.5 tonnes at a maximum of 60 km/h since 2014. This caused major traffic problems in the region, as delivery traffic had to use other bridges. Since February 2024, the problem has been partially alleviated. The first cable-stayed bridge – of two directional lanes – of the replacement construction was inaugurated and now carries the entire traffic of 150,000 vehicles per day. The bridge is a total of 1,068.5 m long (main bridge 690 m) and has two distinctive A-shaped pylons. The width of over 33 m is currently used for three narrowed lanes in each direction towards Koblenz and towards Dortmund. In future, it is designed for four lanes, two access and exit ramps plus hard shoulder and a 3.25-metre-wide cycle path. The old bridge with the reddish stays is currently being dismantled. From 2025, the second parallel section of the bridge is planned to be built and inauguration is scheduled for 2027. Both of the new, separated bridge structures consist of a main span and an approach bridge on the left bank of the Rhine. The main span with a steel superstructure as well as the approach bridge in a concrete box girder variant are supported by modern bridge bearings with special functions. MAURER supplied and supplies 44 MSM® spherical bearings for each of the two bridges. Spherical bearings are sliding bearings that can accommodate arbitrary rotations in all directions without noticeable resistance and transfer them to the substructure with virtually no restraint. The main span as a cable-stayed bridge transfers an enormous superimposed load of approximately 100,000 kN to the MSM® spherical bearings below the pylon. The patented MSM® – MAURER Sliding Material – proves its worth here. In contrast to alternatives such as PTFE, it is PFAS-free. Additionally, MSM® has a much longer service life (more than 50 years) and twice the compressive strength. The bearings can therefore be built smaller. A special construction method enables part of the bridge bearings to be temporarily restrained in the horizontal direction and monitored and gradually released and loosened as required. This increases work safety during the construction process and protects the adjacent components against uncontrolled impact load. The approach bridges used these temporary restraints to implement a shifting fixed point for the construction of the bridge; the main spans activated the restraints when bearings needed to be replaced. MAURER Project Manager, Dirk Wilming, explains: “Such smart bearing systems are exemplary and make life easier on site.” The three expansion joints also supplied by MAURER are exceptional due to their length alone. The largest, an XLS 800, is 36.3 m long and has 7 profiles as well as 2 edge profiles. It is installed in axis 10 at the beginning of the main span. The other two expansion joints bridge the end of the main span and the end of the approach bridge. The expansion joints compensate for the longitudinal movements of the bridge. Regarding design, these are so-called swivel joist expansion joints. Their special feature is that they allow movement in all directions: Displacements transverse, longitudinal and vertical to the direction of traffic as well as any kind of rotations. All three expansion joints are noise reduced. Specially profiled rhombs welded on top reduce the noise level by 30 to 50 percent. Welded on top, as this lasts significantly longer than screwed elements, which can loosen due to the continual crossings.  Fields marked with a red asterisk * must be completed for the message to be sent.
road-bridge
Feb 09, 2024
Spherical Segment Bearings In Lieu Of Roller Bearings
structurae
Spherical Segment Bearings In Lieu Of Roller BearingsAs part of the rehabilitation of the A 81 federal motorway at the Kocher Viaduct, MAURER replaces the old roller bearings made of stainless steel with modern spherical segment bearings. The patented bearing type was developed precisely for this application and is approved by a European Technical Assessment. The Kocher Viaduct is a nine-span prestressed concrete box girder bridge at a total length of 478 m. In order to prepare it for future requirements, it is strengthened with an external prestressing and equipped with new expansion joints, among other things. Another very important measure is the replacement of the existing bearings with modern sliding bearings. The roller bearings in the structure were replaced with 24 spherical segment bearings with a vertical force of up to 19 MN, 16 spherical bearings, and 2 horizontal force bearings. The special feature of spherical segment bearings is their geometric design in the transverse direction of the bridge, so that the load can be transferred from the superstructure to the piers in precisely the same way as with the roller bearings. This avoids the need for structural strengthening or reconstruction. In addition, this modern bearing type can accommodate rotations about the longitudinal axis of the bridge without any problems. Roller bearings cannot rotate about the longitudinal axis of the bridge, which is why the roller can be deformed and even break. Thanks to the high-performance sliding material MSM®, the new spherical segment bearings have a guaranteed service life of 50 years. The rolling friction coefficient relevant for the pier load was set at 1.5% when the roller bearings were installed. The spherical segment bearings were designed with a coefficient of sliding friction of 2% in accordance with the approval; the actual friction is lower. As the sliding surfaces are protected against environmental influences, the coefficient of friction will not change in the future. In roller bearings, on the other hand, rolling friction may increase to values above 2 % due to wear and contamination. A spherical segment bearing is a modern sliding bearing that simulates a roller bearing – a “hybrid” of spherical and cylindrical bearing. When it comes to roller bearing rehabilitations, it is crucial that the friction and the geometry of the mating surfaces do not change. Additionally, the segment bearing can rotate about all axes like a spherical bearing, thus preventing the sliding material from being overloaded. Roller bearings have a rectangular plan view. They become very wide in the transverse direction of the bridge when high loads occur, as is the case with the Kocher Viaduct. In the longitudinal direction, the roller does not require much space. In terms of forces and movements, an MSM® spherical bearing can easily replace a roller bearing, but it is either round or square. Given that after a bearing replacement the forces have to be transferred in the same way again to the greatest extent possible via the concrete structural interfaces (concrete compression/splitting tensile reinforcement), MAURER developed the spherical segment bearings ten years ago. Segment bearings can be visualised as spherical bearings, which have been “cut off” on the right and left. At that point, of course, a number of technical challenges had to be overcome, such as: How can the curvature of the calotte be kept flat enough to evenly distribute the pressure, yet sufficiently curved so that the calotte segment cannot slip out sideways? How can the calotte segment be prevented from rotating out? In addition, the manufacture and surround of the MSM® sliding material had to be rethought, as the rectangular bearing shape complicated the geometry of the calotte segment: it is curved in all directions. Conclusion: This modern special bearing is the optimal replacement for roller bearings, with the least possible intervention into the structure. Autobahn GmbH des Bundes, represented by DEGES Deutsche Einheit Fernstraßenplanungs- und -bau GmbH, is the developer for the renovation of the Kochertal Viaduct on the A 81 motorway. The general contractor is the Max Bögl Group. The exchange of bearings began in autumn 2023 and is scheduled for completion in summer 2024. Fields marked with a red asterisk * must be completed for the message to be sent.
road-bridge
Feb 09, 2024