SE444198B - BUILDING CONSTRUCTION OF PRISMATIC SPACE MODULES WITH VERTICAL AND HORIZONTAL FAST WELDING CONNECTING ELEMENTS AND LIFTOGLOGS - Google Patents

Description

8101941-6 The connecting elements are preferably gutter-shaped, which offers the possibility of rust protection treatment of inward-facing surface before complete sealing ning happens. vertically oriented washers are suitable welded to the connecting elements at least at some modular corners and horizontally oriented tiles are also welded to the connecting elements at least stone some modular corners.

The invention will be described below with reference to the accompanying drawings, in which Pig. 1 is a perspective view of a room module, Pig. 2 shows detail at corner portions of two to each other adjacent modules, Pig. 3 shows a perspective view of a building construction comprising twenty modules, Pig. Ä is a schematic plan section through a room module, Pig. 5 is a perspective view of a detail when attaching lifting eye, Pig. 6 shows a horizontal section along line VI - V1 in Pig. 5 Pig. 7 shows a detail when joining between gable frames beams, and Pig. 8 shows a perspective view of a node between four modular corner. J A building construction of the type referred to here is composed of room modules 10 of per se well known kind. Such a module consists of a framework 11 suitably of square tubes or angle profiles, in which fillings 12 for long sides, 13 resp. ïü for ceilings and floors, and 15 for gables are recessed. The fillings suitably consist of rugged or braced sheet metal, which is welded to the frame beam nn. In each gable a window 16 can be arranged, and in each long wall a door 17. The interior of such module can look like the one indicated in Pig. N.

The module can have a length of about 10 m one width of about ¶ m and a height of about 2.3 m in is through two inner side walls 18 adjacent to the doors . i: 1101941-6 17 divided into two room units 19, each of which holds a wet room 20 with toilet and washbasin and a berth 21. Other furniture is optional. Wet wipes 20 can be connected to the floor and ceiling by pipe sockets 22l. look at each other vertically, when stacking the modules each other.

To get a building construction of here intended stroke, which as a rigid unit can be moved from one place to another, the room modules must be able to be effectively connected to each other. The principle of the joining is shown schematically in Pig. 2, which shows a detail at two adjacent modules 10. In each there are vertical beams 23, to which then partly gable the sides 15 and the long sides 12 are welded. MAN places two modules next to each other and depending a bit on the design of the frame system 11 may be a smaller one spaces between the beams 23. However, these are connected by means of a gutter-shaped connecting element 2fl, which is welded to both beams. That is implied that both beams and connecting elements can have one other form than that shown in the drawings, but it is advantageously with a gutter-shaped connecting element, ef- as it is in the manner which will be explained in more detail then, makes it possible to rust protect the inside of the beam after the welding of the same. The one in Fig. 2 the joint shown will be largely the same both at sontella as in vertical joints between adjacent modules.

Fig. 3 shows a building construction according to the invention composed of twenty room modules, five in the base and four in height and the building structure is thus a mod- dul deep. Doors 17 in adjacent modules in the same floor plan will form a corridor right through the entire nadskroppen._Communication in vertical direction can be accessed so that certain modules are designed as stairwells in construction body, but can also be built on a separate staircase house, indicated by dashed lines at 25 outside the building nadskroppen. This rests on a base 36, in which i.a. a1o1941-6 supply and drainage to wet rooms 20, electricity supply mourning m.m. is arranged.

'If you do not want a plinth, the house can be set on a few points performed similar to those described below lifting eye joints 26, but bearing in pressure.

As mentioned in connection with Fig. 2, they are connected different modules by means of gutter-shaped elements 2ü, which welded to frame beams in the individual modules. Mel- lan these are found in each gable side thus vertical continuous element 2üa. At the top and bottom there are longitudinal walking element 2üb. In the long sides there are additional ele- 2üc and on the gable sides there are horizontal joints binding element 2üd. To two of the vertical interconnects 2üa at each end face is a lifting eye. dressing 26 (see also rig. 6) feetsveteac. This stretches a piece downwards along the connecting element, suitable past the first horizontal joint plane and can be reinforced in different ways with tiles sideways.

Lifting is conveniently done with the aid of a non visat s.k. spreaderok, which makes it possible to apply the lifting force directly vertically in the lifting eye joints 26. Over the joint plan between the underlying modular floors sets vertically insert vertical washers 27 and on critical places you can insert the corresponding horizontal tiles 28. If you do not want to use spreaderok can reinforcements be made on the roof of the house so that the non-vertical can be occupied by the roof of the house in its plan.

Fig. 5 shows a perspective view of the attachment of a lifting loop joint 26 to the connecting element 2Äa between two vertical frame beams 23. The lifting eye joint is here reinforced with a horizontal washer 29 near the edge and it is obvious that additional reinforcements or doublings around the actual hole 30 in the beam may occur in question.

Pig. 6 shows a horizontal view along line VI - VI in Fig. 5 and Fig. 7 shows a joint between arbitrary frame beams 23, which may be vertical or horizontal with gutter-shaped connecting element, connecting element Zün 8101941-s or 2üd, and with vertical or horizontal washer 27 or 28.

Fig. 8 shows a junction between the upper corners at two adjacent modules, where wall filling is not expelled. There are thus vertical bales in the gable. These are joined by horizontal beams 31 i the gable as well as beams 32 in the upper long sides of the module. Balkar- 23 are, as previously mentioned, welded together by elements element 2üa and the beams 32 are welded together by elements tet 2äb. The tubular beams 23 are at the top and bottom covered with welded washers § {3, or are directly welded they to each other. In a late episode during the merger operation, the channel elements 2üa and b are open at the ends at the junction and it will then be possible to insert a spray take or otherwise distribute an anti-corrosion agent inside the channel, i.e. its inwardly facing surface as well as adjacent surfaces of affected beams.

In the case of the horizontal interconnections 2üd, which can therefore not be continuous, it is convenient to weld them in before the vertical elements. ten 2üa, so that one can treat them internally before one welds in the vertical elements Züa. In the same way it comes at each vertical corner of the building body to occur open corners between beams Zßc and Züd, where one can perform internal objection processing. The open corner between the gutters is finally welded together using one suitably shaped lid.

The above described and shown in the drawings embodiments may only be considered as examples of inventions. whose details can be varied in many ways within the but for subsequent claims. The number of modules in each building body can be easily adapted to the present space needs and may, of course, be chosen taking into account c111 L111- available lifting capacity. Depending on other equipment on in the workplace, you can perform all the modules that the room but it is of course possible to remove some long side walls and merge a pair of delimiting modules to a larger meeting room or economy room. 8101941-6 l vi ”t í ° i ¿ 6 By connecting the connecting elements 2üa, b, c and d are welded to the modules, and also to each other the monolithic building structure becomes completely closed outwards. The exterior doors may be painted or treated some time later other, but modular exterior walls within the building structure effectively protected from penetrating water. It is natural it is possible that, before welding the interconnection the element 2ü drives in a gasket 35 (Fig. 2) between each other adjacent frame beams 23.

Claims (3)

8101941-6 PATENT REQUIREMENTS Building structure consisting of prismatic room modules (10), which in a known manner are constructed with a strong edge regulation (11) and in which wall, roof and wall curves (12, 13, m) are inserted and are arranged side by side, k characterized by means suitable for making the building structure transportable as a unit *, and comprising connecting elements (Qüa) passing through in vertical lcd, welded together adjacent vertical gable side beams (23) in the modules, of horizontal connecting elements (2üb, c, d ) welded between adjacent horizontal gable side beams and between upper, lower and outer long side beams in the modules, and by lifting loops (26), welded to at least two vertical connecting elements (2üa) at each gable side of the building structure. Building construction according to claim 1, characterized in that the connecting elements (2ü) are gutter-shaped. Building construction according to one of Claims 1 or 2, characterized in that vertically oriented washers (27) are welded to the connecting elements ~ (2ha) at least at some modular corners. Building construction according to claim 3, characterized in that horizontally oriented washers (28) are welded to the connecting elements (2üa, among others at at least some modular corners.