|
contents | technologies | |||||||||
| New landmark with panoramic view in Serbia  Avala is the mountain overlooking the city of Belgrade, the capital of Serbia, and stands at 511 metres above sea level. In 1965, a 200-metre high TV tower was erected at the top of the mountain and featured a unique architectural style. At the end of 2006, reconstruction of the Avala Tower commenced having been totally destroyed during the Kosovo war. PERI developed a formwork and a scaffolding solution which not only ensured the cost-effective construction of this distinctive landmark. In addition, the systems used in the project contributed greatly to the fact that the contractor was able to comfortably make up the several weeks delay in construction.The base of the tower has been designed as a gigantic tripod. The tower shaft is positioned about nine metres over the top ground surface in the middle of these inclined base supports. In its final state, an approx. 10-metre high all-round upstand beam carries the loads of this bottom shaft area while during the building phase, however, large loads had to be transferred via shoring into the ground. Starting from around the 100-metre level on the tower, a number of cantilevered platforms are arranged and concrete construction actually ends at a height of 135 metres. The antenna positioned on the top measures almost 70 metres. In spite of the height and complicated architecture of the tower, the formwork and scaffolding solution developed for this project is based mainly on system equipment taken from the extensive PERI product range. The combination of delicate structure and high loads required however specially adjusting to the building´s geometry. During the planning, for example, vertically-positioned construction joints had to be taken into consideration whereby the setting of stop ends in the area of the inclined walls, due to the use of self-compacting concrete, presented an additional degree of difficulty. At the same time in each case, the three 30° inclined base legs were concreted in four cycles. On the reverse-angled side of the base supports, VARIO elements were continuously extended with the loads being transferred via raised formwork units made of VARIOKIT elements into sections that had been previously completed. The VARIO formwork on the tripod´s opposite side was supported with a construction which comprised of SRU steel walers, SLS heavy-duty spindles and RCS climbing rails. The formwork positioned to the side of the supports could be safely operated from PERI UP Rosett platforms and the elevation of the working platforms took place continuously in step with construction progress. A crane moved the large-sized formwork units in each case to the next concreting section. The almost eleven metre high subsequent section covered the massive area from the underside of the shaft up to the top edge of the crown-shaped upstand beam. Up to the monolithic connection of the tripod and crown, the enormous loads of almost 330 tonnes were to be carried via the shoring under the shaft safely into the ground. For this purpose, different load towers were combined in order to safely accommodate the, in part, extremely high point loads. The PERI UP modular scaffold as well as MULTIPROP props which were connected together with MRK frames to form towers were used. The accurate realization of the shaft above the massive upstand beam was done using the PERI RCS rail climbing system and the VARIO girder wall formwork system. In the lower area with changing shaft cross-section, a crane lifted the elements to the next concreting cycle in each case. For constructing the subsequent triangular standard cross-sections, the contractor used the hydraulically-driven RCS climbing device. In the process, the scaffold unit was connected during the entire climbing procedure to the building itself by means of climbing shoes so that formworking could always be safely carried out. The use of the mobile self-climbing devices and hydraulic pumps for climbing on the standard cross-sections minimized the costs for the self-climbing technology and thus represented a particularly cost-effective method of concrete construction. Precast elements formed the inclined external walls of the sub-construction both for the first platform at around a height of 102 metres as well as one positioned about twelve metres higher up. The supporting structure of the required working platforms was formed by horizontal PERI SB brace frames - here, too, special suspension units ensured the transfer of loads into the shaft. The inclined positioned precast walls were used as assembly support on the VARIOKIT units - consisting of SRU steel walers and SLS heavy-duty spindles - which were lying horizontally on the brace frames. After completion of the concrete construction, these working platforms were removed with the help of cable winches and transported to the ground. After shifting, the precast walls themselves were connected and braced via internal cast-in-place beams. An almost 70-metre long antenna forms the tower pinnacle which, after completion of the concrete construction, is placed on top of the shaft at a height of 136.91 metres. Due to static reasons, the crane cannot be extended up to the tip of the antenna, and can only be partly used for the assembly. Using a special PERI UP Rosett scaffold construction, the individual parts of the antenna can also be safely installed beyond this point. However, fitting the final part is not possible even using this variant, and this will be undertaken by a helicopter. Photo: PERI GmbH write your comments about the article :: © 2009 Construction News :: home page |