ES2553902A1 - Removable modular building for temporary housing (Machine-translation by Google Translate, not legally binding) - Google Patents

Abstract

It is a modular building construction system for temporary staff accommodation, which is assembled and disassembled on any type of land without the need for special auxiliary resources or specialized labor. With this system you can build modulation following a range of different buildings and interior distributions with a limited number of different elements, which are grouped in modular packaging in correspondence with the buildings they form, so that they can be stored and transported in marine containers . (Machine-translation by Google Translate, not legally binding)

Description

REMOVABLE MODULAR BUILDING FOR TEMPORARY ACCOMMODATION

Technical sector The invention is in the construction of buildings sector, more specifically in that of temporary removable buildings.

State of the art

The owner of the present invention does not know of any patented system of detachable building similar to that presented here, what he does know are prefabricated construction systems of elements that are built in the workshop and are mounted by specialized labor with extraordinary auxiliary means, constituting permanent buildings.

It also knows a whole series of mobile building systems, which unlike these are not disassembled, being transported by volume.

Explanation of the invention.

The present invention relates to a modular system for the construction of removable buildings, which can be installed on any topography and type of land without the need for any infrastructure work or earthworks or the use of extraordinary auxiliary means or specialized labor.

These buildings are broken down into simple elements (panels, racks, bars, boards, tarpaulins, spindles and screws) of weight and dimensions such that any of them can be easily transported manually by one or vain people.

The buildings constructed with this system are composed of modules, the unit modular element is a 2.28m cube side, the buildings can adopt any type by grouping them, forming linear buildings, in ele, in te and cross of any dimension depending on the number of modules and can also adopt any interior distribution.

When dismantling these buildings, their elements are grouped in modular packaging in correspondence with the building they formed, facilitating their transport, maintenance and storage. The dimensions of these are such that they can be stored and transported in marine modular containers.

The advantage of this system is its temporary use. Once used, they are disassembled, the elements that compose it in packages are grouped, transported, fixed or replaced, deteriorated elements and the packages are prepared for a new use. Another advantage is the favorable relationship between

5 built volume and transported volume that can reach 1/9.

This system also has the advantage that a large number of different building typologies can be built with it, using a small number of different elements.

10 Brief explanation of figures

Figure 1, roof rack (1) Figure 2, floor frame (2) Figure 3, triangular frame (3) Figure 4, blind vertical panel (4)

15 Figure 5, vertical window panel (5) Figure 6, vertical door panel (6) Figure 7, horizontal tube (7) Figure 8, vertical tube (8) Figure 9, gutter (9)

20 Figure 10, horizontal corner (110) Figure 11, vertical corner (11) Figure 12, floor board (12) Figure 13, floor strip (13) Figure 14, roof panels (14)

25 Figure 15, cover canvas (15) Figure 16, long spindle (16) Figure 17, short spindle (17) Figure 18, corner support plate (18) Figure 19, center support plate (19)

30 Figure 20, metric thyme 10 of '140 (20) Figure 21, metric thyme 10 of 100 (21) Figure 22, metric thyme 10 of 60 (22) Figure 23 metric nut 10 (23) Figure 24, washer (24}

Figure 25, perspective of a single module building.

Figure 26, perspective of a single module building disassembled.

Figure 27, perspective of a four-module building with the pieces that compose it forming the package. Figure 28, perspective of different buildings constructed with this system.

Detailed explanation The elements that make up these buildings are: Roof frame (1): It is composed of a square galvanized steel frame of 224x224 cm. of section in ele of 40x40x2mm.

Perpendicular to each of the 4 outer faces of the profiles in the frame, 4 holes 13 mm in diameter are arranged 57cm apart and arranged symmetrically so that the two end holes are away from the corners of the frame 26.5cm. Through these holes, the 4 thymes that will join these roof racks with the vertical panels will be introduced through their upper horizontal corner where there are also four holes in correspondence with those of the ceiling frames. (Figure 1)

Floor frame (2) It is composed of a square galvanized steel frame of 224x224cm of 40x40x2mm square section and two tubes of the same characteristics as the frame tubes, which cross orthogonally in the center and whose ends are welded in the centers of the the inner faces of the four tubes that form the frame.

Perpendicularly to each of the 4 outer faces of the side tubes of the frame, there are 4 holes of 13 mm in diameter that cross the two opposite faces of the same, separated from each other 57cm and arranged symmetrically so that the two end holes are far from the corners of the frame 26,5cm. Through these holes the 4 screws that will join these floor frames with the vertical panels will be introduced through their lower horizontal corner where there are also four holes in correspondence with those of the floor frames. (figure2}

Triangular frame (3): It is composed of a rectangular triangle shaped frame made of galvanized steel of 224x110 cm. of legs and 249.55cm of hypotenuse of 40x40X2mm square tube.

Perpendicularly to each of the 3 outer faces of the triangular frame tubes and through their two faces, 7 holes are arranged in the leg larger than 13 mm in diameter, spaced 28.5cm apart and arranged symmetrically so that the two extreme bumpers are far from the corners of the frame 26,5cm. The lower leg has three 13mm diameter holes, 28.5cm apart and arranged symmetrically so that the two end holes are 26.5cm from the corners of the frame. The bar that forms the hypotenuse has 7 holes 13 mm in diameter, 28.5cm apart and arranged symmetrically so that the two end holes are far from the corners of the frame 39.28cm, in these holes the thymes that will join these triangular racks with the bars that join the roof racks to achieve by means of the trusses that are formed from the union of these, diaphanous spaces of two or more modules. (figure3)

Vertical blind panel (4): It is used for the vertical enclosure of buildings, and as an interior partition, it consists of a set of cold sandwich panels 35mm thick and 100cm wide with polyurethane core and its two outer surfaces of white lacquered galvanized steel sheet. The panels are tongue and groove, forming a 231x223cm rectangle.

To join the assembly and protect the edges, horizontal aluminum corners (11) are placed, one on the upper edge and the other on the lower edge that embrace the edge of the panel and are joined by rivets or silicone, the two vertical edges They are also finished with two vertical corners (12) also with rivets or silicone (figure 4)

Vertical window panel (5): With the same characteristics of the Ciego vertical panel, to which a sliding lacquered aluminum window with two sheets of dimensions and position to choose has been installed. (Figure 5)

Vertical door panel (6): With the same characteristics of the vertical blind panel, which has been installed a white lacquered aluminum door with the dimensions and disposition to choose. (figure 6)

Horizontal tube (7): It is formed by a galvanized steel tube 224cm long with a square section of 40x40X2mm. The tube has perforated both parallel faces of one of its sides by 4 holes of 13 mm in diameter separated from each other 57cm and arranged

5 symmetrically so that the two extreme elgujeros are 26.5cm from the ends of the tube. In the other two perpendicular faces another 4 holes are arranged in the same position as in the other, plus three other holes of equal diameter placed in the middle of each of the four holes.

These bars serve to join together the ceiling and floor frames 10 by means of screws in the places where there are no interior distribution panels. (Figure 7) Vertical tube (8): A 232cm long aluminum tube with a 40x40x2mm square section is formed. The bottom of these tubes is inserted into the spindle stems of

15 corner, located in all the vertices of the grid that forms the base of the building occupying the spaces that remain between the vertical panels in their linear meetings, in corners or in the meetings of the interior panels. (figure8)

Gutter (9): It is formed by an aluminum profile 228cm long, with a U section of 40x40X2mm.

20 Both parallel faces of the IOn U profile are perforated by 4 13 mm diameter holes 57cm apart and arranged symmetrically so that the two end holes are 28.5cm from the ends of the tube.

These profiles are placed on the eaves of the upper horizontal edges of the buildings, for the collection of rainwater and are subject to the building by 4 screws, which from outside out, successively hold the roof frame, the horizontal corner upper vertical panels, cover canvas and gutter. Between the gutter and the upper horizontal corner of the vertical enclosure frame the edges of the cover canvas are trapped when the screws are tightened, thus ensuring the impermeability of the building.

30 (figure9) Horizontal corner (10): It is made by an aluminum profile 224cm long, with a U section of 40x40x2mm.

Both parallel faces of the U-profile are perforated by 4 holes of 13

mm of diameter separated from each other 57'cm and arranged symmetrically so

that the two extreme holes are far from the ends of the bar 26,5cm.

It is used to protect the canftos of the 5-enclosure refrigeration sandwich panels by their lower and upper edge by rivets or silicon (figure 10)

Vertical corner (11): It is formed by an aluminum profile 224cm long, with a U section of 40x40x2mm. It is used to protect the vertical edges of the 10 enclosure sandwich panels. (figure 11)

Floor board (12): It consists of a 223.5x113, 75mm and 19mm thick chipboard in which a rubber layer has been glued

with 3mm thick circular studs on one of its faces. They are placed on the

floor racks and constitute the floor of the building. (figure12)

15 Floor slat (13): Analogous to the previous one but of dimensions 223.5x40x19mm. They are placed on top of the horizontal tubes (7) that join the floor frames when there is no inner panel, to maintain the modulation.

(figure 13)

Enclosure Roof panel (14 '. Leaning on the perimeter of the horizontal wing

20 of the roof racks are the cover panels, consisting of double-layered galvanized steel sandwich plate panels in white lacquered galvanized steel with a 35mm rigid polyurethane core

thickness and 100cm wide, forming a square 221x221cm. To protect the edges, two 40x40x2 U-shaped plastic corners are available.

25 221cm long arranged horizontally in the upper and lower cato and two others of similar characteristics of 213cm in both vertical edges. (figure 14) Cover canvas (15): This is a waterproof polyester canvas that

It is arranged horizontally on the roof and is tensioned and fixed between the gutter

and the upper horizontal corner of the enclosure panel by joining the assembly by tightening the screws. The dimensions of the canvas will depend on the dimensions of the building. For a one-module building, a square canvas of 2.5x2 will suffice,

5m, for a building with 4 modules 4,8x4, 8m, etc. (figure15)

Long spindle (161: 60cm length scaffolding leg spindle, tube

threaded galvanized steel. It is used to achieve leveling on land

irregular. They are located in all the vertices of the grid that forms the plant of the

building. On them the corner support plates (18) are placed when introducing the

5

see spindle rod in the circular hole located in the center of these, facilitating

this way the support of the racks d.e ground. Each of the stems of these

spindles is introduced through the bottom of its corresponding vertical tube (8)

(figure16)

10

Short spindle (17). 20cm length scaffold pate spindle, tube

threaded galvanized steel. It is used to help download on the ground the

weight of the soil loads, since they are located below the central crosshead of

the floor racks. To facilitate support, each of these is available

spindles a cross support plate (19) (Figure 17)

IS

ADOYO corner plate J.1. !! t Galvanized steel plate

150x150x10mm with a central hole 4 cm in diameter and four studs in

each of the corners of one of its faces of 1 cm in diameter and 3.5 cm of

height. They are placed in each of the long spindles (16) to facilitate support and

leveling of the floor racks. (fineness18)

twenty

Center support plate 1191: Galvanized steel plate 150x150x10mm

with a hollow cylindrical tube 4 cm in diameter and 20 cm high welded in the

center of one of its faces and four lugs in each of the corners of the

another, 1 cm in diameter and 3.5 cm high. They are placed in each of the spindles

shorts (17) introducing the cylinder through the spindle rod to facilitate support

2S

of the floor racks. (figure19)

140mm M-10 hexagonal head thyme (201: Zinc plated steel. Used

to join the floor racks together. (figure20)

Body thyme M-lO of l00mm 121J: Zinc plated steel. Are used to

join the floor frames with the outer vertical panels. (figure21)

30

M-10 body screw of 60mm (22): Zinc plated steel. It is used to join

the roof racks together, interposing the horizontal tube, and also to join

these with the vertical facade panels (figure 23)

MIO nut (23): Zinc plated steel. For fixing the tortilleria. (figure 23)

M10 screw washer (24) Zinc plated steel washer. To avoid denting the tubes when tightening the nuts. (figure24) Tools. A bag will be available with: 17 fixed wrenches, pliers, hammer, knocker, blade and tongs.

Material. Silicone, American tape and elastic joint.

As already indicated, the elements that form the different buildings are grouped in modular packages in colponescence with these, so the assembly begins with the packaging placed on the land near the location. The order of the elements in the package is the one that corresponds to the assembly sequence thus avoiding unnecessary work.

Start assembly by placing ~ on the ground the floor frames (2), whose number and position define the floor of the building to be built. The leveling of these frames is achieved by means of the long spindles (16) that are placed aided by the corner support plates (18) under the corners of all the floor frames (2). Once leveled, the short spindles (17) are placed with the cross support plates (19) under the centers of all the floor frames (2) to help unload the weight of the assembly.

The vertical panels (4) and (5) of internal distribution can only be placed on the sides of the 228cm orthogonal grid that form the floor frames (2).

The union of the frames of the seal (2) with the interior vertical panels

(4)

and (5) it is achieved by fixing the two tubes of the two floor frames (2) by means of 4 hexagonal M-lO head screws (20) with the lower horizontal corner of the vertical panels (4) and (5) thanks to the holes arranged in the tubes.

In the event that there is no internal tattoo on one of these sides, a horizontal tube (7) will be arranged between the two tubes of the two floor frames

(2)

adjacent also fixed with four screws to avoid losing the modulation. At this time all the floor frames (2) will be joined with all the interior vertical panels (4) and (5) that will form the interior layout of the building.

The exterior enclosure of the building is achieved by fixing the floor frames

(2)

with the outer vertical panels (4), (5) Y (6), for this purpose, the lower horizontal corner (11) of

each of the outer vertical panels (4), (5) AND (6) with the tubes

perimetral floor racks (2), thanks also to the corresponding holes available to the pipes. Before making this connection it is necessary to introduce the spindle stems

Long S (16) at the bottom of the vertical tubes (8).

Then and thanks to these long spindles (16) the leveling of the building can be corrected.

Then the vertical frames (4), (5) and (6) are joined both inside

as exterior to the roof racks (1). In the case of interior vertical panels (4) and (5), 4 bodywork thymes

M-10 of 60mm (22) will fix the two lateral profiles in ele of the two adjacent roof frames (1) with the upper horizontal corner (11) of the panels

interior verticals (4) and (5). On the sides that there is no interior partition is

a horizontal pipe (7) will be arranged between the two profiles of the 1S roof racks (1), as well as between the racks dE! ground (2) so as not to lose the modulation and

They will also be linked with tomilleria.

The connection of the outer vertical panels (4), (5) and (6) to the racks of

roof (1), it will be done, first, by joining the perimeter profiles of the roof racks by means of 4 M-10 body threads (22) from inside to outside

20 (1) to each of the upper horizontal corners (11) of the outer vertical panels (4), (5) AND (6). When tightening the nuts, the squares of the

bodywork toms will dig into the holes, so that the nut can be loosened without turning the thymes. Next, the roof enclosure panels (14) will be placed on the perimeter wings of the 25 roof racks. Next, the canvas (15) will be spread over the roof and the nuts of the body screws connecting the roof frames (1) with the

exterior vertical panels (4), (5) and (6).

Then holes will be made in the canvas (15), corresponding to the position of the aforementioned thymes and will be forced by tensioning the canvas (15) so that the

Screw tips are threaded into the holes of the canvas (15) and finally, the four holes of each gutter (9) will be threaded in turn into the tips of the

thyme, by tightening the corresponding nuts the canvas (15) will be imprisoned

between the mentioned gutters (9) and the upper horizontal corner (11) of the external vertical panel (4), (5) Y (6). Finally they will be placed on the floor frames

(2) the floor boards (12) and floor slats (13) that form the floor. In this

moment the assembly will be finished.

Industrial application.

The present invention has application in the construction of buildings for temporary use, which once used are disassembled, repaired and stored for a new use, with the possible uses of:

10 Housing of the population in case of catastrophes. Refugee camps Offices and construction booths. Troop accommodation on missions outside its national territory. Temporary equipment

15 In general, this system is applicable for the construction of a wide range of different buildings, which for whatever reason have a temporary use, so they can be disassembled for future use, without leaving any signs or parts on the ground. losses, since 100% of its elements are recovered from these buildings.

Claims (1)

1. Removable modular building for temporary accommodation, consisting of a limited series of different elements (panels, racks and bars) that, when joined together, can form different kinds of buildings and interior layout, characterized by having only a single vertical panel with three different variants , (blind, window and door), which rests on the ground and is leveled by means of scaffolding leg spindles and that the elements that form it are grouped in modular packages that can be stored and transported in marine containers.