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Reliable Tilt of Objects Subjected to Rectification and Located in Mining Areas

Krzysztof Gromysz

Krzysztof Gromysz

Faculty of Civil Engineering, Silesian University of TechnologyGliwice, Poland
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Gromysz, Krzysztof
  
31 dic 2023
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Publicado en línea: 31 dic 2023
Páginas: 79 - 92
Recibido: 28 abr 2023
Aceptado: 08 jun 2023
DOI: https://doi.org/10.2478/acee-2023-0052
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© 2023 Krzysztof Gromysz, published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Figure 1.

A single-storey building of a church: a) plan, b) section view, c) building during rectification, d) view of east side after rectification; based on [19]
A single-storey building of a church: a) plan, b) section view, c) building during rectification, d) view of east side after rectification; based on [19]

Figure 2.

Plan and cross-section of a single-storey building with a usable attic and a garage, 1 – axis of rotation, 2 – “zero” point, 3 – tearing plane
Plan and cross-section of a single-storey building with a usable attic and a garage, 1 – axis of rotation, 2 – “zero” point, 3 – tearing plane

Figure 3.

Rectified building with a usable attic and a garage: a) view of the southern side, b) western wall
Rectified building with a usable attic and a garage: a) view of the southern side, b) western wall

Figure 4.

Two-storey building, 1 – the level of building tearing
Two-storey building, 1 – the level of building tearing

Figure 5.

North-western corner of the two-storey building: a) prior to rectification, b) during rectification, c) after rectification with noticeable displacement uobj = 1312 mm
North-western corner of the two-storey building: a) prior to rectification, b) during rectification, c) after rectification with noticeable displacement uobj = 1312 mm

Figure 6.

11-storey building: a) ground floor plan, b) northern elevation; 1 – axis of rotation, 2 – fixed point, 3 – incision plane
11-storey building: a) ground floor plan, b) northern elevation; 1 – axis of rotation, 2 – fixed point, 3 – incision plane

Figure 7.

11-storey building during rectification: a) jacks installed in the wall, b) strengthening of the elevator shaft, whose deflection was regarded as reliable
11-storey building during rectification: a) jacks installed in the wall, b) strengthening of the elevator shaft, whose deflection was regarded as reliable

Figure 8.

A complex of buildings connected functionally with a patio
A complex of buildings connected functionally with a patio

Figure 9.

Rectified complex of buildings: a) view from the southeastern side, b) temporary supports during rectification
Rectified complex of buildings: a) view from the southeastern side, b) temporary supports during rectification

Figure 10.

Rectified historic timber building of museum: a) ground floor plan with determined values uobj, b) cross-section, c) works related to the new foundation; based on [20]
Rectified historic timber building of museum: a) ground floor plan with determined values uobj, b) cross-section, c) works related to the new foundation; based on [20]

Figure 11.

Rectified bell tower: a) vertical section, b) floor plan with determined values uobj, c) reinforced concrete ring beam supported on piles, based on [21]
Rectified bell tower: a) vertical section, b) floor plan with determined values uobj, c) reinforced concrete ring beam supported on piles, based on [21]

Figure 12.

Tower during works of a) rectification, b) replacement of roof sheathing
Tower during works of a) rectification, b) replacement of roof sheathing

Figure 13.

Rectified tank with avolume of 950 m3: a) facility plan with determined values uobj, b) cross-section, c) void between the foundation and the ground; based on [22]
Rectified tank with avolume of 950 m3: a) facility plan with determined values uobj, b) cross-section, c) void between the foundation and the ground; based on [22]
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Inglés
Calendario de la edición:
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Temas de la revista:
Arquitectura y diseño, Arquitectura, Arquitectos, edificios
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