DE2336041A1 - COMPLETE HOUSE - Google Patents

Description

Patent attorney

DäpL-Ing »Waiter Jackisch

^ Stuttgart N. Menzeistraße 40

C. van der LeIy NV A 33 622 - s

Weverskade 10

Maasland / Holland 1st July 1973

"Prefabricated house".

The invention relates to a prefabricated house which consists of space boxes mounted in abutment. It is known that Space boxes for such prefabricated houses so far vorzuferti conditions that they are at the construction site after being placed on the The foundation only needs to be attached to each other. Because the outer walls of these prefabricated houses at the construction site are not plastered more, the assembly joint between adjacent room boxes is visible and without special precautions the seal on the weather side is not always satisfactory. The invention is based on the object, the Bauausfüh tion to improve in terms of the assembly joint.

This object is achieved according to the invention in that there are assembly butt joints at the assembly joints where adhesive strips are provided for a joint filling compound. This ensures that the assembly joints by a - ■ Bringing a plastically deformable and then hardening joint filling compound made invisible and completely can be sealed. The leg-bringing still soft joint filling liquid adheres to those in the butt joints Adhesive strips and can therefore not flow down even with long vertical joints, so that backfilling the joints and subsequent smoothing of the joint filling compound does not cause any difficulties. After the joint

409820/0233 - 2 -

filler, the · adhesive strip acts as reinforcement, the cracks in the pugea filling prevented.

The invention is explained in more detail below with further details on the basis of the drawings. Eb show:

Pig. 1 is a perspective view of a prefabricated house constructed from space boxes,

i * ig. 2 shows a section through an outer wall of the prefabricated house in the area of an assembly joint along the line A-A in Pig. I,

Pig. 3 shows another embodiment of the assembly joint in Cut according to Pig. 2,

Pig. 4 shows a further embodiment of the assembly joint in section corresponding to Pig. 2,

Pig. 5 shows an assembly joint of another embodiment in Cut according to Pig. 2,

Pig. 6 a view of the gable side of a room box with gable roof,

Pig. 7 is a view corresponding to Pig. 6 with the roofing parts and the gable wall parts of the space box in transport position,

Pig. 8 is a partial view of the gable end of a space box in the area of the roof ridge, in an enlarged view Depiction,

Pig. 9 is a partial view of the gable end of a construction box near the Dacbrand, in an enlarged view,

Pig. 10 a section along the line X - X in Pig. 8th.

409820/0233

The prefabricated house according to FIG. 1 consists of five space boxes 2 to 6, the same external dimensions. have and one each Define part of an interior of the prefabricated house. The space boxes have a rectangular plan. "At least some The corners of the space boxes are formed by supports or girders * These supports and beams are the edges of building panels that make up the floors, ceilings and walls of the room boxes. In the outer walls of the Raumkästea are according to their Arrangement used in the prefabricated house frame for windows and doors. For the interior division of the house are in the room boxes Partitions provided a ”, The space boxes are like this Far prefabricated that they contain all necessary installations, fixtures, etc. and after delivery to the Construction site just put on a limdameat and together need to be connected =

The external dimensions of the space boxes are of the road traffic licensing regulations permissible dimensions during transport dependent The permissible width is about 3 m and the permissible height depending on the ground clearance of the la ^ e_ifläche Transport vehicle 3 m to 3 »50 m.

The space boxes are attached to one another at the construction site. If possible, the assembly joints should not be visible and should also be sealed against the effects of the weather be. In addition to the assembly joints, workshop joints can also be used be available, which result from the dimensions of the structural parts of a room box.

The space boxes can have frame structures with wooden and / or metal bars and see ver with plastic parts be. Your walls are preferably made of reinforced concrete. In the illustrated embodiment, the Frame construction made of metal beams, the reinforced concrete -

- 4th

409820/0233

border leaves.

Like 5 ¹ Ig. 2 shows, after assembly, there is an assembly joint T on the weather side between the two space boxes 2 and 5 and a contagestο5 10 on the inside Each room box is placed on the rectangular steel frame of the base plate at its corner points and supports the rectangular frame of the ceiling plate at its corners (not shown). The supporting structure formed in this way is welded to the connecting parts of the metal beams.

The supports 8 and 9 each consist of two U-profile beams which are fastened to one another by spot welding and which interlock in this way are inserted so that they enclose a cavity and their legs in the same direction the associated concrete slab 11 mounting. As a result of the closed Eohl profile, the Supports bent from sheet metal are sufficiently torsion-resistant.

The plate 11 forms the inside of the wall and is preferably made of reinforced lightweight concrete, the (not shown) Reinforcement can be arranged in the middle of the concrete slab and welded to the supports surrounding the slab edges be. The outer surface of the plate 11 and the surface of the associated support that is flush with this are with the interposition of a vapor barrier 13, which can consist of a TVunst st off film, with an insulating layer 12 covered made of foamed plastic, for example Polystyrene can be made. A plate, preferably made of reinforced heavy concrete, adjoins the insulating layer 12 14, the outer surface 16 of which forms the visible surface of the V / aud. The reinforcement consists of a mat 15 made of structural steel mesh. These Mehrschicfat Yerbund buildings are made in formwork » The reinforcements of an inner plate 11 and the outer -

820/0233

^ ft

Plate 14 can be diirch ( not ÄargsE-ösll'üe) ÄnkeT , which auroh the insulating layer 12 ιν & δ. the D 13 are guided so that the Betemplatteaoiefet xe to each other- shift köaaes *

The outer surfaces 16 of the walls are smoothed mad köo.neß, with Emulsion paint to be painted *

At the edge of each concrete slab 14 there is an oaofo except “open recess 1? provided that znn Shoo © a Siohtimgs "mass determined ISTC The two recesses 17 aneinander- abutting plates 14 are mirror images and blew a together a MontageStoßfuge in lorm a vertical hat" The cross section of each recess 17 is in the embodiment according to Pig x 2 in the area of the assembly joint 7 rectangular and then trapezoidal "so that the hat frame is stepped and a depression 18 is formed _e At a distance from the assembly butt joints are in the abutting edge rii of the concrete slab". 14 longitudinal grooves 19 present _s the gerneiasam after sammenbau to aar Eaumkästen respective strain .. fuge bildea ,.

After placing the space boxes on the ihindament and attaching them to each other, the Hootage butt joint is filled with a Pülliüasse made of -fast hardening 2ementiaörtel _; elasti translucent synthetic mortar, epoxy resin or the like, _e ve rf illite ₅ so that the field joint is covered. 7 This sealant 20 is on the outer surface such smoothed _s that it is flush with the wall surface sixteenth It can be painted together with the wall surface, for example painted with emulsion paint.

Since the Kill mass 20 during insertion must still be plastically deformable, they can flow downwards in the vertical MontageStoßfuge 17 before dsm hardening or slide ₉ so that Qiu uniform filling and smoothing of the i ^ ißenseit © Bebs is difficult to make this Asb @ tt mz © Elsielat © ::: ^ and sia gleiolaaäßiges distributing imd YasiWtcifcsB c-si; HlIl = -

409820/0233-e ~

2 3 3 Γ '- .. 1

xiiasse in lex iuit should first rmrr? ic α ^ ε both wells 18 and on the adjacent · :. Part of the ground a layer of filler is buried and the seal 20 is then completed. For this purpose, an adhesive strip 21 is pressed against the introduced filling shaft, which consists of a mesh or grid made of metal or plastic, and the remaining groove is then filled ver. The length of the adhesive strip should correspond to the height of the space boxes, and its width is chosen so that the strip on both sides reaches close to the edges of the I-IontagestoB - joint 17. Appropriately, the adhesive strip is slightly curved outwards so that its side edges can protrude into the depressions IS IS. When the adhesive strip is pressed on, the filling compound, which is still soft, partially enters the dimensions of the mesh or lattice, so that it can no longer see ^{downwards X 1.} The second layer of filling compound is then applied to the adhesive strip and the Fut is completely filled with it. The mass is then smoothed out. The thickness of the adhesive strip is adapted to the thickness of the filling layer and the width of the assembly butt joint. The lattice bars of the adhesive strip expediently have approaches protruding beyond their surface on both sides in order to increase the adhesive effect. The bars can have angular, but preferably U-shaped profiles, the webs of which can then form the approaches. The adhesive strip 21 not only prevents the still soft filling compound from flowing off or slipping off, but also acts as reinforcement after the compound has hardened and prevents the formation of cracks that could occur due to brittleness of the filling material, shrinkage and drying out and as a result of temperature fluctuations.

The adhesive strip can be introduced not only as a separate component when filling the assembly joint, but also both Manufacture of the concrete slabs as a reinforcement or as part of a reinforcement with poured in / earth.

- 7 -

409820/0233

The J ¹ Ig * 3 shows ei'is iaisf ~ 2> ^ vu2g ^ oxm ₅ bsi -der the csi ^ -sa recesses 17 rjeöiitaokiäre "Qris ^ gelinitt babes -rnd si":. = -Ιο: - daily to £ f- uge in SOr.vi sine :: 5ärLg8, :: it picture-sa, In äer si · ::;: _.rae adhesive strip. .2 23 bsflaä.371, It ^ ai-5 ibreii Seitesränäes ¹ ;:: ": C je" vueils in sine äer baidsn ^ n.einaEd'SrstoBeQdea BstonpliVi ^ u C embedded ^ si; siaa * _ At the Esrs'tisliung des ¥ äsd © -wes-de ^ ^ .Is last £ 2, 23 S3 la die rss & liLiag insert ₅ class dia 5HiIs 23 according to snBen are suitable! iisd a ^ a Schaluiigsbs'llcsa concern, uiircb den. the - ^ us ^ paniEf 17 formed -wizd. T ^^ c * ■ $ &. Stripping is the Sail 23 de ^ adhesive strip as Ianen ";: t:.": - i the recess 17 at "Α2.ά ⁱ -agt Ti ™ his frsisa Ends j ^ iij & iißen. ΙΤεοα äer"> Iouta ^ 9 di- S £ "s2: asteii yird in the & :: ^ tdie AusspäruGgsE 17 g-bilisifr Se '^ agBstoBfugs Stiaäcäsi ■ sine" layer SlillmasES -ringe'v ^ aofct ^ nd aasehlisSeod ^ esian the two 2eil © 23 nacheL-iaiiei: aaofe iaseo gecogen - vob? i sie aucü iiircü? 3rflsübtet; ui ^:> Aif ä "haliebe way ^ iV-iü · ^ der verbu ^ aeu ^ e ^ den Γ-οηηΐΐι ^: ^ 3 2eils 23 der Haftlaiir ^ ^ srden Ia -die ^ c- ^ hv; si3h.e Ti -'M ^ asse pressed in and ö.-anac "t ■ wlsd die 3 we its 3c ^v iviit P., llr: assa brought in and smoothed out; £ c ^{; i} aß si: = ml · .- ler A'xSenflache der Betoaplattsa 14 is flush ur-'l ^ ϊ .: ^λ ? Ai; "i'istriQÖa attached -Wesdea ä £, ai; = When making S ^ r I.-;? npla-iten 14 ^ arden äie detention afford TDa? zugsv.'3iE-3 ler & :: "In äia Scfcalaag eiagsls ^ t. IaS the in the box of the Zauiakästen craer llegeaaec iätäb ^ der Haftlelstsn benac ^: ibar; ^: s3? Räusikästea In the height, they are varsetist to each other, ε: that the cross bars of adjacent adhesive strips in Torilaransi ^ tt from ^ scüaelad on top of each other

At the A-usfübn ^ igsfo ^ m n & ab Pig, 4 is £ ie fe ^ ili cii-Λ .i'i.; - savings 17 formed assembly st ο Sfugs also in ijci; _M cut closer :: d r-3cbtec - ':' - "Ig old! Sieint εεοϊϊ auä ^ n ϊί.τί;: ■ ■ yawing BeitenflHatsn." Te jL-irsparui ^ ge »'eiss but. deep, da3 ier 2Ti "tgx: i, t: 1 ve2: isz I ^ olie ^ soMefct IiI ei :: .- ;: ^^ - · n distance fcn""äIs ils is ^ r-hr-uss-j; 15 »εο δε ^ Β d :: ·.?: I-: ·.

^ π 382 "/: ■ ::

the installation position transverse bars of this reinforcement can be used to produce the adhesive strip. In the Production of the wall, a beam is inserted into the formwork at the point of the recess 17 to be formed, in which holes Are seen through which the later in the off - ■ saving protruding bar ends of the reinforcement are inserted. The clear width of these holes is therefore greater than that The diameter of these bars of the reinforcement mat and the distance between the holes corresponds to the distance between the bars. the Reinforcement mat is inserted into the formwork with its free bar ends pushed into the formwork beam. Then the fresh concrete is baked in and after the concrete has hardened the edge beam of the formwork is put together removed with the kill bar having the holes to the outside. The rod ends protruding into the recess 17 are bent after completion of the space box in the position shown in dashed lines to the outside, so that they during not withstand the transport of the space boxes. After the space boxes have been assembled at the construction site, the Recesses 17 formed assembly butt joint initially one Layer of filler introduced. Then the rod ends 24 are bent inward and printed into the filling compound, so that they lie on top of one another in a grid-like manner and form the adhesive strip to which the second layer of filling compound is then applied will. After the final assembly, the rod ends have the position indicated in Pig. 4 with solid lines.

In the embodiment according to FIG. 5, the bars 15 of the reinforcement lying horizontally in the installation position are bent over in such a way that that they form eyelets 25 protruding into the recesses 17. At the inner edge of the formwork, before the A beam is attached to fresh concrete in the area of the later recess 17, with slots for receiving the eyelets 25 is provided. This bar is dimensioned so that the bottom of the lfut formed by the recesses with that of the insulating

4 0 9820/0233

Layer 12 facing surface & of the reinforcement bars 15 in one plane. During stripping of the slots containing shuttering joist according außea is subtracted _s so that the eyelets 25 in the respectively associated recess 17 'extend approximately in the slots of the formwork beam penetrated concrete is ent from the eyelets 25 through Onea Hammersehlag - removed, said _ä slim Thickness of the reinforcement bar © corresponding concrete layers crumble out of the eyelets.

Ia the installation position of the space box "are the opposing eyelets 25 of adjacent space boxes by clips 26 connected to each other «One clamp per pair of eyes can be used be provided, but appropriately have the U- £ öriaigen Clamp legs so long that one clamp can be inserted through several pairs of eyelets lying one above the other and connects them together «Before plugging in the Clamps a layer of joint sealant is poured into the assembly butt joint j so that the clamps in the still soft! filling compound can be pressed in. In this embodiment, the adhesive strip consists of one above the other Web that are formed by the eyelets 25 and the Püllmasee Support against vertical slipping «The webs of two adjacent adhesive strips are secured by the clamps 26 via the layer of filler between them with each other tied together.

Figs. 6 to 10 incline the roof structure of a bungalow, in which the assembly joints can be sealed in the manner described.

Fig. 6 shows the gable side of a box for a bungalow with a gable roof. In contrast to the space boxes for a bungalow with a flat roof (Fig. 1). these space boxes cannot be transported with the roof fully assembled because the height of the space box with the roof

- OK

it ¹ ^ δ

would exceed the permissible total height during transport. Bas from the two roof parts 28 and 29 existing gable roof of the space box 27 according to Pig. 6 is therefore constructed in such a way that that it can be folded down for transport and placed on the upper side of the space box.

The ridge of the gable roof 28, 29 runs parallel to the short sides of the space box 27 and contains a joint 30A (S ¹ Ig. 7), the axis of which runs parallel to the ridge. The gable wall consists of two wall parts 31 and 32 which have a vertical assembly joint 33 running downwards from the ridge and an assembly joint 34 running along the outer upper edge of the space box 27.

A joist 30 is hinged to each of the two lower roof edges, which in the installed position (FIG. 6) extends over the crankcase covers protruding roof edge downwards. The roof part 29 is pivotable about a joint 35, the axis with a small distance above and parallel to the upper narrow edge of the space box. The roof part 28 is in the Sew its lower edge 36 firmly to the space box 27 connect to. The roof and the gable wall are prefabricated in the later installation position, so that the gable wall parts abut one another during prefabrication along the assembly butt joint 33 and along the assembly butt joint 34 are supported on the space box 27.

To reduce the transport height, the roof part 29 is pivoted downward about the joint 35 and on the same side the roof part 28 is displaced in the direction A (FIG. 6), so that both roof parts pivot about the joint 30A and be laid flat on the Raurakasten (Fig. 7). The beams 30 are folded down so that they hang freely downwards and the pivoting and sliding movement not obstruct the roof. The gable wall parts 31 »32 are fixed to the roof parts during the prefabrication

- 11 409820/0233

28 and 29 connected. Gape when folding down the roof parts they apart below the pirstes and hang in the Transport position in front of the passage of the space box (Pig. 7) ·

Since the S-iebelwand in its installation position and therefore also auc'a during of the yor production is to be aligned with the passage wall of the room box, the gate wall parts must be folded down before folding down of the stream parts shifted transversely to the longitudinal axis of the saiim box be to the transport position after Pig. 7 reach to can. ! The roof construction, which allows the roof to be folded down for transport purposes, is explained in more detail below;

The roof structure contains rafters 37, and to the roof parts 28 or ?. 29 associated rafters are each attached to a profile rail 38, which run parallel sum Pirst. The two legs; each profile rail form an upwardly open obtuse angle, and the vertical legs of the two profile rails are connected to one another by the joint 30A. On the lower legs of the two profile rails a support tube 39 is welded, the axis of which is also parallel to the pirst «The support tubes 39 are above the gable wall 31» 32 and partly within the roof truss. Their ends protruding over the gable wall are covered by a vertical strip 40 attached to the roof edge (Pig. 8 and 10).

Pig. 10 shows a vertical section through the front part of the chair with the gable wall part 32 in the installation position * The gable wall part consists of a reinforced concrete slab 41j on the front supporting structure of the dash chair is attached. This supporting structure is a Holss « frame consisting of two rafters 42 and a roof beam 44 as There is a drawstring and padded in with vertical ties 43 and 56 is (Pig. 8, 9 and 10). Each of the two rabmen belonging to a gable wall part forms a right-angled one

- 12 409820/0233

Triangle and is before pouring the concrete slab 41 into the Formwork is also inserted, with brackets hammered into the wooden beams being connected to the reinforcement of the concrete slab can. There are hairpin-shaped brackets in the concrete slab

45 and 55 poured in (Pig. 8, 9 and 10). These hangers bil ~ the eyelets protruding upwards over the edge of the plate, which are in planes parallel to the end face of the gable wall. the Eyes are semicircular in their upper area, and their clear width in this area is approximately equal to the outer diameter of the supporting tubes stored in them.

A steel frame made of U-profile girders is supported on the walls of the space box, between its longitudinal girders

46 wooden beams 47 are attached (Pig. 10). The structure of the passage wall of the space box corresponds to the ΐ / ands the pig. 2 to 5. A wooden floor made of grooved boards 48 is attached to the wooden beam 47, which forms the floor of the roof truss forms, and on which the roof parts during transport rest. The concrete slabs 41 of the gable wall parts' are thickened at their lower ends, so that "they the roof beams 44 reach under and sit on the upper edge of the passage wall of the room box. This thickened part of the Concrete slab contains an insulating layer corresponding to the insulating layer 12 der'Passadenwand and lies with one of the Vapor barrier 13 on the longitudinal beam 46 corresponding to the film of the upper steel frame. These insulating layers can also be applied at the construction site during Pertigmontage be .. The assembly joint 34 between the passage wall of the The room box and the gable wall is designed similarly to the assembly joints between adjacent walls of the room boxes. At the upper edge of the passage wall 14 from a recess is provided, the one in the installation position of the roof mirror image of the same recess 17 opposite the gable wall. The resulting transverse groove forms an assembly butt joint, where the groove bottom is approximately the same distance from

- 13 409820/0233

the insulating layer 12 has like the long legs of vertical reinforcing rods 15A of the concrete slab belonging to the passage wall 14. Vertical reinforcing bars 49 are also present in the concrete slabs 41 of the gable wall parts, and the reinforcing bars 15A and 49 are bent in opposite directions outwards and inwards in such a way that in the region of the recesses 17 Eyelets 51 and 50 are formed, which in the installation position of the Roof opposite one another and can be connected to one another with brackets 60.

Like from the Pig. 6 and 9 can be seen, are on the underside of the rafters 37 in the area between the Pirst and the roof edge each two web beams 52 and 53 attached, which correspond in their puncture to the rails 38 and just if are designed as rod profile rails. On this The support tubes 54 are attached to the web beams, the arrangement and function of which corresponds to the support tubes 39. The front End faces of the rails 38, 52 and 53 are in the same tertiary plane as the standing outer surface of the longitudinal girder 46 belonging to the upper frame of the space box (Pig. 10).

The space box is produced together with the associated part of the gable roof in the later installation position (Pig. 10), the assembly butt joints still remain open. For transport of the completed space box, the gable wall parts 31 and 32 with their eyelets formed by the brackets 45 and 55 pushed outwards along the support tubes 39 and 54 in direction B (Pig. 10). The door collars of the support tubes 39 and 54 are long enough to accommodate the gable wall parts including their supporting structure 42, 43, 44> 56 so far to be able to push that they are in front of the vertical plane of the Passadenaußenflache are, so that the roof parts to closing can be folded down, whereby the gable wall parts get in front of the.Passade ^ without loading it

- 14 409820/0233

stir. When the space boxes are mounted on the foundation at the construction site, the roof can be made using mechanical or hydraulic hoists by the fact that the roof parts are raised ". The roof part 29 pivots upwards about the joint 35 and the roof part 28 slides with its edge 36 in the opposite direction to the direction A (Pig. 6) inwards, with both roof parts pivoting downwards against each other around the joint 30A. After reaching the intended Inclination of the roof parts, the end faces of the edge strips 40 abut one another and the lower ends of the roof - Rafters 37 are located between two tabs 58 (Pig. 10) attached to the upper frame of the box, see above that they can be held there by cross bolts 57. the

gable wall parts hanging on the supporting tubes 39 and 54 are pushed inwards, i.e. opposite to direction B, until they get theirs in Pig. Have reached the end position shown in OK. The eyelets formed by the brackets 45 and 55 are then attached the support tubes 39 and 54 are welded. On the wooden ones existing ties 43 and 56 are attached to tabs 59, the rest in the installation position on the wooden floor 48 and there to be nailed. Subsequently, the beams 30 hanging on the roof edges are folded up and attached to the Space boxes attached (Pig. 6).

In the assembly butt joint 17 between the gable wall and the Passade wall (Pig. 10) is first introduced a layer of sealing compound, and after inserting the clips 60 is the puge completely filled. The eyelets 50 and 51 and the clips 60 prevent the filling compound from flowing out and form after hardening, reinforcement.

the

In addition to those in the description and _; Features expressly mentioned in the claims also the other details evident from the drawings.

409820/0233

Claims (45)

A 33 622 - s la July 1973 Claims: 1. / Prefabricated house, consisting of butting assemblies ten rauia boxes, characterized by assembly butt joints (I7) j in which adhesive strips (21; 23; 24; 25; 50; 51) for a joint filling compound (20) are provided. 2. Prefabricated house according to claim 1, characterized in that the Eaftträger attached to the space boxes (2 to 6) are. 3. Prefabricated house according to claim 1 or 2, characterized in that the joint filling compound (20) consists of similar material parts of the building boards (14) which form the assembly butt joints (17) » 4. Fertgihaus according to one of claims 1 to 3 »characterized in that the assembly butt joints (17) of recesses abutting building panels (14 "; 41) are formed, 5. Prefabricated house according to one of claims 1 to 4> characterized in that the assembly butt joints than in the outer walls of the prefabricated house existing hats (17) formed are. 6. Prefabricated house according to claim 5j, characterized in that that the liutgrund is graded in such a way that the hats (17) have depressions (18) on their longitudinal edges «, - 2 409820/0213 23360A1 7. Prefabricated house according to one of claims 1 to 6, characterized in that the adhesive strips are grid-shaped. 8. Prefabricated house according to claim 6 or 7j, characterized in that that the adhesive strips (21) protrude into the depressions (18) of the grooves (17) and are preferably curved. 9. Prefabricated house according to one of claims 2 to 8, characterized in that the adhesive strips are reinforced by reinforcements (15) are formed, which are embedded in abutting concrete building panels (14j 41). 10. Prefabricated house according to one of claims 1 to 9j characterized in that the adhesive strips are formed by webs (23; 24; 25; 50; 51) which in the assembly butt joints (17) in Rows are arranged. 11. Prefabricated house according to claim 10, characterized in that the webs are eyelet-shaped. 12. Prefabricated house according to claim 11, characterized in that the eyelets (25; 50 and 51) projecting into the assembly butt joint Adjacent building panels by means of preferably TJ-shaped brackets (26; 60) or brackets are connected to one another. 13. Prefabricated house according to claim 12, characterized in that that the legs of the bracket (26; 60) or brackets in the direction of the longitudinal axis of the assembly butt joint (17) and through several Eyelets run. 14. Prefabricated house according to one of claims 1 to 13, characterized in that the adhesive strips are flexible. 15 · "Prefabricated house according to one of claims 1 to 14» thereby characterized in that in the assembly butt joint (17) two adjacent to one another Adhesive strips (24) belonging to building panels are arranged in an interlocking manner. _ 3 _ 409820/0233 16. Prefabricated house according to one of claims 1 to 15, characterized characterized in that the adhesive strips on the metal beam existing supporting frame of the room boxes are attached, 17. Prefabricated house according to one of claims 1 to 16, characterized in that some of the assembly joints (7) upright, preferably are arranged running vertically. 18. Prefabricated house according to one of claims 1 to 17, characterized in that some of the assembly joints (34) are horizontal lie. 19. Prefabricated building according to one of claims 1 to 18, characterized characterized in that the adhesive strips are completely embedded in the joint filling compound. 20. Prefabricated house according to one of claims 1 to 19, characterized characterized in that the adhesive strips are made of plastic. 21. Prefabricated house according to one of claims 1 to 20, characterized in that the assembly joints (7) each between
two space boxes (2 to 6) are formed. 22. Prefabricated house according to one of claims 1 to 20, characterized in that one of the assembly joints (34) between
a fixed wall (11 to 14) and a wall (31, 32) which can be displaced during assembly. 23. Prefabricated house assembled from space boxes, in particular
according to one of claims 1 to 22, characterized in that
that at least one of the Ratimkästen (27) with one at the
Mounting movable wall (31, 32) is provided. 24. 'Prefabricated house according to claim 23, characterized in that
that the wall (31, 32) is mounted horizontally displaceably. _ 4 _ 40982 Ο. / 0233 25. Prefabricated house according to claim 23 or 24, characterized in that the wall (31 »32) with one on the box (27) attached roof (28, 29) and is arranged above the space box (27). '. 26. Prefabricated house according to claim 25, characterized in that that the roof (28, 29) has at least one sloping roof surface. 27. Prefabricated house according to claim 25 or 26, characterized in that that the movable wall (31, 32) is the gable wall of a roof truss with a gable, WaIm or pent roof. 28. Prefabricated house according to one of claims 23 to 27, characterized in that the displaceable wall (31, 32) is reinforced Has concrete slab (41). 29. Prefabricated house according to claim 28, characterized in that the concrete slab (41) on a wooden frame (42, 44) be fastened which is partially embedded in the concrete slab (41). 30. Prefabricated building according to claim 28 or 29, characterized in that that at the upper edge of the movable wall (31, 32) hooks and / or eyes are present, which are preferably formed by protruding parts of the reinforcement (45, 55) are. 31. Prefabricated house according to claim 30, characterized in that the hooks or eyes are formed by brackets (45; 55) whose legs are embedded in the concrete slab (41). 32. Prefabricated house according to one of claims 23 to 31, characterized in that the movable "wall (31, 32) is mounted on supports (39; 54). 409820/0233 33. Prefabricated house according to claim 32, characterized in that that the carrier (39; 54) are attached to the Bach truss. 34- · prefabricated house according to claim 32 or 33 »characterized in that that the carrier has an angular, preferably triangular Have cross-section. 35 ·! Prefabricated house according to one of Claims 32 to 34> as characterized in that the carrier (39J 54) steel pipes are. 36. Prefabricated house according to one of claims 32 to 35 »through characterized in that the carrier (39 »54) protrude over the plane of the facade outer surface of the roof box (27). 37. Prefabricated house according to one of claims 26 to 36, characterized in that the displaceable wall (3I ₅ 32) is suspended from the roof (28, 29). 38. Prefabricated house according to one of claims 32 to 37 _5, characterized in that the hooks or eyes in the installed position of the displaceable ¥ and (3I ₉ 32) with the supports (39J 54) are firmly connected. 39. Prefabricated house according to one of claims 32 to 38, characterized in that the hooks or eyes the carrier (39; 54) encompass. 40. Prefabricated house according to one of claims 23 to 39 »characterized in that the outer surface of the movable wall (31, 32) in the installation position of which lies in one plane with the outer surface of a wall (11 to 14) of the space box (27). 41. Prefabricated house according to one of claims 26 to 40, characterized in that at least one of the roof parts (28, 29) is pivotably connected to the space box (27). WM ^ J ·> » 409820/0233 42. Prefabricated house according to one of claims 26 to 41, characterized in that at least one of the roof parts (28, 29) is slidably mounted on the space box (27). 43. Method for filling joints on or between space boxes of a prefabricated house, in particular a house according to one of claims 1 to 42, characterized in that a joint filling compound which is soft during filling is also included in the Joints existing adhesive strips is brought into intimate contact. 44. The method according to claim 43, characterized in that two layers of joint filling compound one after the other in the Joints are introduced. 45. The method according to claim 43 or 44 »characterized in that after the partial filling of the joints Adhesive strips pressed into the still soft joint filling compound and the joints are then completely filled. 409820/0233 Blank page