Method of structure movement

FIELD: construction.

SUBSTANCE: method of movement includes separating the structure from the foundation, lifting it to a predetermined height, preparing base elements under the lower part of the structure, installing at least two guides on the base elements, and laying rolling elements thereon. The guides are made in the form of wooden beams placed in a direction that coincides with the structure movement direction. As rolling elements, long-length metal pipes are chosen. They are placed at a distance from each other in the transverse direction or at an angle to the movement direction with the projection of their ends beyond the width or length of the lower part of the structure.

EFFECT: reduced labour costs when moving buildings.

9 cl, 5 dwg

 



 

Same patents:

FIELD: hoisting equipment to lift buildings or other heavy objects, for instance monuments.

SUBSTANCE: hoisting device base has scaffold of telescopic tubular members fixed substantially in vertical and/or horizontal position and may be mutually displaced and secured with each other. The base has post carrying at least one of said telescopic tubular scaffold members. Base is of rotary type. The post is rotary connected to rotary plate fixed to chassis frame. At least one wheel is connected to the chassis frame. Axis of substantially vertical telescopic tubular member passing through rotary plate center is substantially transversal to axis of wheel rotation. Rotary plate is associated with device for rotary plate rotation relatively support. Said device is secured to telescopic tubular member post.

EFFECT: possibility of structure transportation without hoisting device demounting, possibility to rotate hoisting device relatively lifted structure.

8 cl, 9 dwg

FIELD: construction, particularly building repair by building lifting and straightening along with following building structure reinforcement.

SUBSTANCE: method involves examining building; preparing building for repair, namely producing and mounting load-bearing belts, jack recesses and installing jack system including plate jacks and pump station, as well as arranging control system including slight motion resistor transducer; forming remote control system; determining height of building lifting per one cycle for jack recess, which is outermost from building rotation point; switching-on jack system; separating building from foundation and successively straightening building in several cycles, wherein each cycle is carried out with jack unit operation control by means of slight motion resistor transducers and with geometrical spatial building position control with the use of remote control system. First of all maximal building foundation inclination Io and foundation inclination direction Qo are determined from a given relations. The highest building corner is taken as origin of imaginary Cartesian coordinates, wherein Y axis is directed in maximal building foundation inclination Io direction. After that each jack recess coordinates xi, yi are determined. Linear dimension of identical jack Dx operation zone is determined with taking into consideration admissible value ε of jack unit operation non-uniformity. After that total number of zones K is defined and linear working zone intervals are plotted. Numbers i of jacks located in corresponding zones are revealed and jack operation time ti is determined. Then jack system is activated. After time interval t corresponding to zone Zi operation in a given cycle i jacks located in above zone are deactivated. During every following building lifting cycle maximal building foundation inclination Io(j) and foundation inclination direction Qo(j) are determined and building is lifted in current cycle j with the use of above values.

EFFECT: provision of building lifting and straightening along with base pressing along with maximal rigid building property usage.

1 dwg

The invention relates to the field of construction and in particular to restore the operational reliability of buildings when repairs are carried out by lifting and alignment with the subsequent strengthening of building structures

The invention relates to the field of construction and in particular to restore the operational reliability of buildings when repairs are carried out by lifting and alignment with the subsequent strengthening of building structures

Auto design // 2024714

FIELD: construction, particularly building repair by building lifting and straightening along with following building structure reinforcement.

SUBSTANCE: method involves examining building; preparing building for repair, namely producing and mounting load-bearing belts, jack recesses and installing jack system including plate jacks and pump station, as well as arranging control system including slight motion resistor transducer; forming remote control system; determining height of building lifting per one cycle for jack recess, which is outermost from building rotation point; switching-on jack system; separating building from foundation and successively straightening building in several cycles, wherein each cycle is carried out with jack unit operation control by means of slight motion resistor transducers and with geometrical spatial building position control with the use of remote control system. First of all maximal building foundation inclination Io and foundation inclination direction Qo are determined from a given relations. The highest building corner is taken as origin of imaginary Cartesian coordinates, wherein Y axis is directed in maximal building foundation inclination Io direction. After that each jack recess coordinates xi, yi are determined. Linear dimension of identical jack Dx operation zone is determined with taking into consideration admissible value ε of jack unit operation non-uniformity. After that total number of zones K is defined and linear working zone intervals are plotted. Numbers i of jacks located in corresponding zones are revealed and jack operation time ti is determined. Then jack system is activated. After time interval t corresponding to zone Zi operation in a given cycle i jacks located in above zone are deactivated. During every following building lifting cycle maximal building foundation inclination Io(j) and foundation inclination direction Qo(j) are determined and building is lifted in current cycle j with the use of above values.

EFFECT: provision of building lifting and straightening along with base pressing along with maximal rigid building property usage.

1 dwg

FIELD: hoisting equipment to lift buildings or other heavy objects, for instance monuments.

SUBSTANCE: hoisting device base has scaffold of telescopic tubular members fixed substantially in vertical and/or horizontal position and may be mutually displaced and secured with each other. The base has post carrying at least one of said telescopic tubular scaffold members. Base is of rotary type. The post is rotary connected to rotary plate fixed to chassis frame. At least one wheel is connected to the chassis frame. Axis of substantially vertical telescopic tubular member passing through rotary plate center is substantially transversal to axis of wheel rotation. Rotary plate is associated with device for rotary plate rotation relatively support. Said device is secured to telescopic tubular member post.

EFFECT: possibility of structure transportation without hoisting device demounting, possibility to rotate hoisting device relatively lifted structure.

8 cl, 9 dwg

FIELD: construction.

SUBSTANCE: method of movement includes separating the structure from the foundation, lifting it to a predetermined height, preparing base elements under the lower part of the structure, installing at least two guides on the base elements, and laying rolling elements thereon. The guides are made in the form of wooden beams placed in a direction that coincides with the structure movement direction. As rolling elements, long-length metal pipes are chosen. They are placed at a distance from each other in the transverse direction or at an angle to the movement direction with the projection of their ends beyond the width or length of the lower part of the structure.

EFFECT: reduced labour costs when moving buildings.

9 cl, 5 dwg

Up!