To save the church has been drawn up a total of 11 options: [5]
* 1 move the church about 200 meters south from building transport corridor,
* 2 moving east of the church is also against the corridor,
* 3 move the church field grown over fixed paths in the area of the former Technical School (now the Regional Museum building),
* 4 move the church field grown on flexible paths to the same place,
* 5 leave the church in the original location to piles Succothbenoth solution of the system,
* 6 leave the church in the original location on stilts
* 7 dismantle the building blocks and then pass it to another place
* 8 dismantle the object on the individual building blocks and build it again,
* 9 leave the church at the site of a coal pillar
* 10 leave the church on the reinforced concrete frame,
* 11 move into the temple area hospital St. Spirit.
Possibility of suspension or restriction of mining was not included among the proposals.
Options 1 and 2 were rejected because of the difficult follow-up of mining activities, as envisaged in the act of extraction of coal seams to close the corridor.
Variants 3 and 4 were optimal for the location of the church, which would then get as close as possible to the emerging city. This option has been rejected as not feasible in time. The church would have to be moved before they are built for transport corridor.
In addition, Option 4 is not technically possible because the route was over undermined areas, which did not permit the construction of solid tracks.
Variants 5 and 6 are shown later to be technically unfeasible.
Against variants 7 and 8 spoke not only high labor intensity, a significant need for skilled craftsmen and high costs, but also a substantial reduction in the historical value of the object.
In version 9 would be in the middle of the quarry remained truncated cone, composed of the overlying layers of thickness 15 m from the disparate and soil volume of approximately 300,000 cubic meters and coal seam containing about 2.7 million tons of coal. The resulting pillar would weigh about 3.3 million tons, and rested on the bedrock is inclined divisive deposit layers. [6] It would be necessary to safeguard against spontaneous combustion of coal in the seam underneath the church and ensure its stability. The church itself would then have to undergo renovations, which would guarantee the safety of building subsidence drying up pillars. Moreover, there remains a considerable amount of coal extracted, which was undesirable, and even the actual mining would be complicated.
Option 10 addressed most of these problems. The gradual building of reinforced concrete walls up to a depth of about 65 meters to minimize both the risk of spontaneous combustion, so the loss of coal, while increasing the stability of the pillar. The disadvantage of these two options (9 and 10) was that when leaving the church for the main construction site would be close to 30 years completely isolated from its surroundings.
Like most, if not the cheapest option was finally chosen to move the church as a whole a few hundred yards into the neighborhood of a Gothic church. Spirit and its baroque hospital. This, however, the separation of church from the very city transportation corridor and utility services.
Church of the steel structure before moving
Preparations for the move
CSSR Government Resolution No 48 of 4 March 1970 which was reaffirmed the Government Resolution No. 103 of 12 May 1971, it was decided to save the church movement to study the feasibility of moving the gothic church in Most, Czech organizations processed the Ministry of Culture Transfer np
Before commencing the project work was conducted detailed historical survey of builders. In 1970 was built by the depositary, which was gradually deposited struck the church furniture, including the main altar, and vulnerable parts of the interior. In 1971 he was made an archaeological survey of the church and its surroundings. [7] In subsequent years was gradually are conducted with a detailed survey of geological conditions in the area of the church, on the route and move to a new site installation. During the processing of the project have been carried out yet another supplementary surveys, for example, the physical-chemical properties of the historic church building materials, geophysical exploration of a church and cavities in the temple area and vicinity, the area of the entire route and the location of the new location since moving route resulted in part through old mine God's blessing, is already covered in the Second World War and the new position of the church was located at the former mine, Richard, who had yet to be filled. [8] In addition, there have been many laboratory tests and special tests such as tests for driveability Rental extreme load and speed or the minimum bracing tests temple vaults. Spraying epoxy resin was first tested on the vault in the church Piarist Most.
In 1972 the steeple was dismantled because its security would require too demanding presentation and complications during transfer. Then began emergency work in the interior of the church, which consisted in strengthening the arch injection and reinforcement steel truss building which tightened the church both inside and externally and allowed to spread all the weight of masonry (9600 tonnes) for each transport trucks. Perimeter Church to pledge concrete crown. The total weight of the church finally was 12,000 tons. The most expensive part of the preparatory work was the construction of transport paths. Rails was due to the large long-distance transport only 160 meters away. The church was dismantled and then every five times during the movement against the church installed.
Beneath all the important points have been statically built on rails retracted 53 trolleys, which were produced by Skoda Plzen. Trolleys operate on hydraulic principles. Hydraulics výložná controlled, four shoulders that had to pull the church, where the brakes. Work was managed by a computer, but not eliminated manual intervention. Control room was located directly in the church.
The last part of the project was to build a new two-story structures with foundations, which guaranteed the church at a new location without imposing a risk of uneven subsidence.
In 1975, the preparatory work came into its final phase. Gradual vybouráváním zabetonováním walls and openings to the ground by concrete strip. During the casting of the old foundations laid bare in two layers of sheet metal, which was separated from the stone building foundations. The belt also allow higher loads and to facilitate the insertion of extra steel beams under the walls. They shift the weight of the steel structure of the church and allowed to stow her church.
15 September 1975 began lifting and handling the entire building. The actual move was launched on 30 September 11 hours 50 minutes. Path should the arc plan, and was 841.1 meters long with an inclination of 12.3 percent. Church with her constantly shifting speeds from 1.2 to 3.2 cm per minute. Transfer ended 27th October 1975 in 8 hours 52 minutes.
Church after moving
Adjustments after moving
Followed by building stability and security of its gradual restoration. Was raised roof, rebuilding the tower and restored the interior, where it was removed not only historical decoration of 19 century, but also essential religious elements, especially the main Baroque altar. All of this is conversion of the area lasted until 1988, when the church was again opened to the public. The church should serve only as an exhibition and concert space. He was once ordained in June 1993. That the church was moved after the arc trajectory, shifted the axis of the temple and the church has been reluctant znovuvysv?tit church on the grounds that according to tradition, the altar is oriented to the east, but south.
15 Jun 10:46
david
What an amazing story. No longer faith moving mountains, but the state moving a church.
15 Jun 12:52
digicam
Noise in clouds and steeple make this only Fair
15 Jun 19:19
peter
Digicam is right. And I did not even get to the end of the description...
To save the church has been drawn up a total of 11 options: [5] * 1 move the church about 200 meters south from building transport corridor, * 2 moving east of the church is also against the corridor, * 3 move the church field grown over fixed paths in the area of the former Technical School (now the Regional Museum building), * 4 move the church field grown on flexible paths to the same place, * 5 leave the church in the original location to piles Succothbenoth solution of the system, * 6 leave the church in the original location on stilts * 7 dismantle the building blocks and then pass it to another place * 8 dismantle the object on the individual building blocks and build it again, * 9 leave the church at the site of a coal pillar * 10 leave the church on the reinforced concrete frame, * 11 move into the temple area hospital St. Spirit. Possibility of suspension or restriction of mining was not included among the proposals. Options 1 and 2 were rejected because of the difficult follow-up of mining activities, as envisaged in the act of extraction of coal seams to close the corridor. Variants 3 and 4 were optimal for the location of the church, which would then get as close as possible to the emerging city. This option has been rejected as not feasible in time. The church would have to be moved before they are built for transport corridor. In addition, Option 4 is not technically possible because the route was over undermined areas, which did not permit the construction of solid tracks. Variants 5 and 6 are shown later to be technically unfeasible. Against variants 7 and 8 spoke not only high labor intensity, a significant need for skilled craftsmen and high costs, but also a substantial reduction in the historical value of the object. In version 9 would be in the middle of the quarry remained truncated cone, composed of the overlying layers of thickness 15 m from the disparate and soil volume of approximately 300,000 cubic meters and coal seam containing about 2.7 million tons of coal. The resulting pillar would weigh about 3.3 million tons, and rested on the bedrock is inclined divisive deposit layers. [6] It would be necessary to safeguard against spontaneous combustion of coal in the seam underneath the church and ensure its stability. The church itself would then have to undergo renovations, which would guarantee the safety of building subsidence drying up pillars. Moreover, there remains a considerable amount of coal extracted, which was undesirable, and even the actual mining would be complicated. Option 10 addressed most of these problems. The gradual building of reinforced concrete walls up to a depth of about 65 meters to minimize both the risk of spontaneous combustion, so the loss of coal, while increasing the stability of the pillar. The disadvantage of these two options (9 and 10) was that when leaving the church for the main construction site would be close to 30 years completely isolated from its surroundings. Like most, if not the cheapest option was finally chosen to move the church as a whole a few hundred yards into the neighborhood of a Gothic church. Spirit and its baroque hospital. This, however, the separation of church from the very city transportation corridor and utility services. Church of the steel structure before moving Preparations for the move CSSR Government Resolution No 48 of 4 March 1970 which was reaffirmed the Government Resolution No. 103 of 12 May 1971, it was decided to save the church movement to study the feasibility of moving the gothic church in Most, Czech organizations processed the Ministry of Culture Transfer np Before commencing the project work was conducted detailed historical survey of builders. In 1970 was built by the depositary, which was gradually deposited struck the church furniture, including the main altar, and vulnerable parts of the interior. In 1971 he was made an archaeological survey of the church and its surroundings. [7] In subsequent years was gradually are conducted with a detailed survey of geological conditions in the area of the church, on the route and move to a new site installation. During the processing of the project have been carried out yet another supplementary surveys, for example, the physical-chemical properties of the historic church building materials, geophysical exploration of a church and cavities in the temple area and vicinity, the area of the entire route and the location of the new location since moving route resulted in part through old mine God's blessing, is already covered in the Second World War and the new position of the church was located at the former mine, Richard, who had yet to be filled. [8] In addition, there have been many laboratory tests and special tests such as tests for driveability Rental extreme load and speed or the minimum bracing tests temple vaults. Spraying epoxy resin was first tested on the vault in the church Piarist Most. In 1972 the steeple was dismantled because its security would require too demanding presentation and complications during transfer. Then began emergency work in the interior of the church, which consisted in strengthening the arch injection and reinforcement steel truss building which tightened the church both inside and externally and allowed to spread all the weight of masonry (9600 tonnes) for each transport trucks. Perimeter Church to pledge concrete crown. The total weight of the church finally was 12,000 tons. The most expensive part of the preparatory work was the construction of transport paths. Rails was due to the large long-distance transport only 160 meters away. The church was dismantled and then every five times during the movement against the church installed. Beneath all the important points have been statically built on rails retracted 53 trolleys, which were produced by Skoda Plzen. Trolleys operate on hydraulic principles. Hydraulics výložná controlled, four shoulders that had to pull the church, where the brakes. Work was managed by a computer, but not eliminated manual intervention. Control room was located directly in the church. The last part of the project was to build a new two-story structures with foundations, which guaranteed the church at a new location without imposing a risk of uneven subsidence. In 1975, the preparatory work came into its final phase. Gradual vybouráváním zabetonováním walls and openings to the ground by concrete strip. During the casting of the old foundations laid bare in two layers of sheet metal, which was separated from the stone building foundations. The belt also allow higher loads and to facilitate the insertion of extra steel beams under the walls. They shift the weight of the steel structure of the church and allowed to stow her church. 15 September 1975 began lifting and handling the entire building. The actual move was launched on 30 September 11 hours 50 minutes. Path should the arc plan, and was 841.1 meters long with an inclination of 12.3 percent. Church with her constantly shifting speeds from 1.2 to 3.2 cm per minute. Transfer ended 27th October 1975 in 8 hours 52 minutes. Church after moving Adjustments after moving Followed by building stability and security of its gradual restoration. Was raised roof, rebuilding the tower and restored the interior, where it was removed not only historical decoration of 19 century, but also essential religious elements, especially the main Baroque altar. All of this is conversion of the area lasted until 1988, when the church was again opened to the public. The church should serve only as an exhibition and concert space. He was once ordained in June 1993. That the church was moved after the arc trajectory, shifted the axis of the temple and the church has been reluctant znovuvysv?tit church on the grounds that according to tradition, the altar is oriented to the east, but south.
What an amazing story. No longer faith moving mountains, but the state moving a church.
Noise in clouds and steeple make this only Fair
Digicam is right. And I did not even get to the end of the description...
need more work