SU49141A1 - Device for moving buildings - Google Patents

Description

In the hitherto known methods of moving buildings after preparing the base for arranging a horizontal movement path of a building, separating a building in the plane of a foundation or plinth, leading under the main walls, exterior and interior, parts of a rigid metal or reinforced concrete frame with cross-links and elevation using jacks, under the base of the frame, devices for moving are installed, most often in the form of steel rollers or balls. The rollers or balls, in turn, are resting on channels or rails laid on wooden bases made from bars or sleepers.

Significant disadvantages of these methods of moving buildings are the need to overcome quite considerable frictional force, insufficient smoothness of movement on skating rinks, bowls and rollers, greater difficulty in achieving strict horizontal movement of a building in order to avoid the appearance of dangerous deformations, the possibility of undesirable shear stresses and tension case of deviation of the building from the axis of movement.

A more sophisticated method known in practice is to move individual structures (for example, steel tanks with oil) by swimming along a specially dug temporary canal filled with water. In cities, however, this method of transportation is not feasible.

The proposed device is intended to create for the movement of structures such conditions that would be similar to the movement of swimming. .

In FIG. 1 is a sectional view of a device with a portion of a wall disposed thereon; FIG. 2 - view from the facade of the building prepared for movement; FIG. 3-layout of the main walls.

The proposed device consists of a steel trough 1 with a piston 2, overlying the trough from above; (Fig. 1). The free internal space is filled with water under pressure. The trough is made by separate units with a length of 2-3 m and a width of 0.6-0.8 m corresponding to the usual width of the foundation or basement of the building. The height of the trough-0, 25-0.40 m. All the main dimensions of the trough, including the wall thickness, are determined depending on the weight of the building being moved.

The piston is designed for the perception of the force of the body of the building and movement in the glands in the horizontal direction by sliding in the water that fills the hydro-funnel.

The advancement of the building is preceded, as usual, by the preparation of the foundation and the route.

The internal space between the new plinths (underground) is filled with cells from the sleepers in 2-3 rows, if possible, on a sufficiently strong base, using ballast if necessary.

The length of the basement walls as exterior; and internal in the direction of movement are placed separate links troughs interconnected on the flanges. The parts of the pistons entering them are fastened to the tongue or by lining the screws in the floor. A gradual separation of the building from the basement or basement, depending on the chosen plane of the building, is done with the development of masonry walls for 2-3 meters each time in a staggered order and simultaneous laying of separate units of hydrocytes into the resulting horizontal apertures and then joining them together.

In order to eliminate deformations in the area of the flange joint of hydrocyte links, caused by the draft of the building, the connecting bolts must be spring-loaded; it is even better to put special compensators on the part of flange joints, canceling the harmful consequences of bending or shear stresses.

Under the transverse, outer and inner main walls, as well as between them, iron beams, quiescence, and helix, as on supports, are placed at the top, I-beam shelves of the pistons at equal intervals.

When assembling the links of the troughs, the vertical position of the pistons is maintained at a certain level until the hydrocytes are filled with water by means of special screw jacks of a simplified type, which allow a gradual transfer of the building pressure through the pistons to the water.

At the ends of each row of hydrocrops there are vertical barriers.

wall-pistons 3 connected at right angles to piston 2 (Fig. 2). The piston 2 has the ability to freely lower down along the inner surface of the wall of hydrocort. After that, the hydrojagy closed within the building is filled with water. As the building moves, the water in the hydro-gates moves with the building.

Air taps to remove air and gauges to measure the force of water pressure are placed at several places on hydrocorticles.

Crawler tractors, electric and steam winches, horizontal helical or hydraulic jacks are used to drive the buildings.

The principle of such an installation for shifting a building by the force of its own hydraulic pressure is that the water from hydroxyte enters special horizontal cylinders having pistons equipped with rods. Steel ropes connected to hydrocorets are attached to the ends of the rods. With the onward movement of the engine pistons, the building begins to move. There are, of course, other options.

After the movement has been completed, the building (not lowering firmly) is secured with the previously mentioned jacks. Water from hydrocortical release and proceed to dismantling the troughs, starting with the edge. At the same time, a thorough construction of the openings formed in the walls of the basement is carried out.

Difficulties in working with the proposed device include the need to increase the water pressure in the troughs in order to avoid a large area of engine pistons and the impossibility, for economic reasons, of an arbitrary increase in the capacity of hydrocats, which determines the length of the walking distance.

. V

The subject matter of the invention.

A device for moving buildings, characterized by the use of

In movable troughs 1, movable pistons 2 with end vertical walls 3, under which fluid is injected in order to reduce friction when moving a building supported on piston 2.

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