RU1825844C - Foldable structure foundation - Google Patents

Abstract

Use: for folding tent-type buildings. SUMMARY OF THE INVENTION: The basement of a collapsible building comprises interconnected hollow rectangular metal plates. At a distance from the edges of the slabs there are stop beams with a heat-insulating sealant for stopping the panels of the folding building. Bevels in the form of a pavement are made along the edges of the row plates from the stop beams, and in the extreme plates additionally from the rails on one side. In the lower part of each plate there are recesses of a triangular section with a predetermined step across the width of the plate, and holes for dry aggregate are made on top of the plate connected to the tops of the recesses. Vertical tubes are placed around the perimeter of the slabs for installing hydraulic levels. 12 ill.

Description

The invention relates to the field of construction and can be used for folding tent-type buildings of lightweight construction.

The purpose of the invention is to simplify installation during installation on the ground due to the ability to level the foundation.

In Fig. 1, a tent-type folding building is shown from the front; in FIG. 2 is a section along AA in FIG. 1; in FIG. 3 - folding section in a bag in a vertical folded or horizontal transport position; in Fig. 4 - node I in Fig. 2 (seal of the joint of the bottom of the inclined enclosing panel and the base plate); in FIG. 5 - node I in FIG. 3 (the lower part of the inclined panel in the vertical, in the folded in the package position of the section); in FIG. 6- r dowa (intermediate) base plate,

end view; in FIG. 7 - same, top view; on the. FIG. 8 - extreme (end) support plate, end view; in FIG. 9 - same, top view; in FIG. 10 is a section BB in FIG. 6 is a cross-sectional view of an intermediate base plate; in FIG. 11 is a section bb in FIG. 8 is a cross-sectional view of an end base plate; in FIG. 12 node And in FIG. 6 fastenings of a persistent (cross channel channel) beam with a shock-absorbing seal.

The folding building contains sections 1 folding into a package, each of which includes inclined panels 2, overlapping panels 3 of articulated semi-panels pivotally attached to inclined panels m 2, frame swivel struts 4, a power partition 5 with a trough-shaped ridge element 6 and a mounting loop 7 frame 8 spanning

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a power partition 5, a frame with guide tubes 9 and lugs 10 to which frame swivel braces 4 are attached. The partitions 11 are pivotally connected to the ceiling panels 3. Partitions 11 are made with doorways 12. Overlapping panels 3 are pivotally connected to each other by double-pin earrings 13, intersectional partitions 14 of a triangular shape are made up of an equal-femoral triangular element 15 and trapezoidal elements 16, hingedly connected to each other, with the triangular element 15 and trapezoidal the elements 16 are made with doorways 17. The end outer fences 18 of a triangular shape are composed of triangular isosceles trapezoidal shapes that are interconnected by a two-ball nir earrings and made with sod and window openings (not shown in the drawing).

The folding building also contains a row (base) plate 19 and an extreme (base) plate 20, made of a rectangular shape with inclined gangway parts 21 at the ends and consisting of I-beams and channel beams, lined with steel sheet 22 at the top and bottom. At the ends ribs 23 are made on the lateral base plate 19 and the extreme base plate 20 on the lateral sides. On the transition of the ridge part to the horizontal, a support beam 24 of a channel is attached, in the cavity between the shelves and the wall of which a heat-insulating elastic seal is installed the bead 25. On the outside of the beam 24, at equal distances along the length, reinforced with ribs 26. Along the edge of the row of support plates 19 and the extreme support plate 20 there are "metal rails 27. In the middle between the rails 27 there is a rib 28, the upper facing sheet 22 between the metal rails 27, the vertical rib 28 and the beams 24 on the regular base plate 19 and the extreme base plate 20 is made floor 29.

One of the sides of the outermost support plate 20 has an additional spacing 30. The lower parts of the inclined enclosing panels 2 form thickenings with the inner vertical wall 31. In the lower parts of the inclined panels 2, the support rollers 33 are installed using the eyes 32 and also on the outside the inclined panels 2 to the eyes 32 are attached beams 34 of the channel shelves outward, in the cavity of which a sealing gasket 35 is installed. The upper shelf

the beam 34 is connected to the outer lining of the inclined panel 2 by a horizontal sheet 36 with the formation of a teardrop 37. A sheet 38 of elastic material is attached to the bottom of the vertical wall of the inclined enclosing panel 2 using an angle and bolts. The space formed by the vertical wall and the outer cladding is filled with thermal insulation material 39.

On the lower part of the row support plate 19 and the end plate 20, recesses 40 are made, from the tops of which holes 41 with screw caps (not shown) not exceeding the floor level 29 are brought out through the floor, not exceeding the floor level 29. Along the sides of the row base plate 19 and of the extreme base plate 20, vertical tubes 42 are attached to the steel sheet 22 for mounting graded gyro tubes in them.

The device operates as follows.

At the installation site of the collapsible building, masks are displayed according to the leveling marks. Sand is brought in and horizontally aligned with the mask. On a leveled site, a row and end support plates 19.20 are mounted with a crane. If the building contains more than 10 sections, then the installation of the intermediate base plates 19 starts from the center to the periphery in both directions. If the building contains 10-12 sections, then installation is carried out from the extreme base plate 20. After installing the row and extreme base plates 19,20, the horizontality of floor 29 is checked by means of hydraulic levels by installing its graduated tubes in vertical tubes 42 located around the perimeter of bottom and bottom support plates 19, 20. If there is no horizontal installation, the row support plate 19 and the extreme support plate 20 are brought into a horizontal position using jacks, opening the screw caps of the holes 41, pour dry sand or mud into them fine gravel with the corresponding seal in the recesses 40.

Adjacent faces of the row support plates 19 and the extreme support plates 20 should be aligned to form a single horizontal plane.

Folding sections 1 are installed on the installed row support plates 19 and the extreme support plates 20, directing the support parts of the frame rotary struts 4 to the vertical ribs 28.

If the number of folding sections 1 does not exceed 10-12, then installation

made from the end, if the number of folding sections 1 in the package exceeds 12, then installation can be done from the middle using two taps.

Claims (1)

As the cargo hook of the crane is lowered, all the elements of the folding sections 1 in the package gradually, automatically folding due to their own weight, assume the working position. Track rollers 33, supported by guides 27, move along them until they reach a beam 34 with a seal 35. Formula of the invention The basement of a folding building, including interconnected hollow support metal plates of a rectangular shape located at a distance from it edges on two opposite sides by stop beams of a channel, in the cavity of which there is a heat-insulating seal for abutting building panels, guides for moving building panels, a rib fixed to each plate at the same distance from the stop beams, a floor made on top of the plate in an area bounded by stop beams and guides, while in all the plates from the stop beams to the edges and in the outer plates from the guides, bevels are made on the one side in the form of a blind area, characterized in that, in order to simplification of installation when installing on the ground by leveling the foundation, in the lower part of each plate there are recesses with a given step along the width of the plate of triangular cross-section, and on the top of the plate there are holes for supplying dry aggregate connected to the tops of the recesses, and the plates are provided with vertical tubes around their perimeter for installation of hydraulic levels, side surfaces made of channels, and between the upper and lower sheets of the plate ribs in the form of I-beams are fixed. M-7 17 gz 21 FIG. Ts /// b h 00 y eat 1 9 r4 g - "J fe /// N Cv .s4 h "I t Cs. % ; i . S j 4 DN " waszui 27 2b ursh $ stuff {uh $$$ sv L B. .-...... l. . .... "Yes Z9 6 b g g gz fcv v ry y fr Tv vf CC Bi ffii ybf y FIG. W zz gg in in L Fig.n