DD292290A5 - PROFILSTAB MIT BIEGESTEIFEN RAHMENECKEN AND USE THEREOF - Google Patents

Abstract

The invention relates to a kit for frame structures with versatile applications in the construction sector. The profiled frame members used with at least one dense and rigid or articulated profiled frame corner are formed by linear profiled bars which are non-positively grooved over a sectional figure and cut edge elements and which consist of a flat profiled floor with two opposite legs extending at an angle to the profiled floor, which extend along their upper edge in each continue a parallel to the profile bottom flange exist. The Profilstaebe are connected by different transverse and Laengseinschnitte profile rail members or frame structures of different types and for numerous applications, such. B. as a rectangular frame corner in mobile flood protection, suitable. Fig. 1.12 {Kit; Assembly; Profile bar; Rahmeneck; Profilrahmentraeger; Frame structure; construction; Duct Floor; Leg; Flange; Laengseinschnitte; Transverse incisions; Connection}

Description

For this 15 pages drawings

Field of application of the invention

The invention relates to a kit for the assembly-related production of frame structures in the construction sector using a profile bar with at least one m bending frame corner, de. from a flat profile bottom with two opposite, extending at an angle to the profile bottom legs, which continue at its upper edge in each case extending parallel to the profile bottom flange, optionally along its outer edge carries a flange to the flange angled flange, ^ c'uildct is ,

The application of the invention is carried out in the development of provided with a rigid Rahmeneck linear profile bar to a profile frame carrier for the production of supporting structures as a set of components in various areas of construction, z. For example, for bridging, hall-like buildings, for surface and underground container construction and mobile flood protection.

Characteristic of bekannton state of the art

Profile bars of the type mentioned are known from European Patent No. 152 518.

Using the profile bar described there are by corresponding cuts in the leg surfaces

and the profile floor by overlapping the adjoining the cutting lines surface areas rigid frame corner has been created, which have found in bridge construction and for the roof construction hall-like Gebäuc'e application. In the meantime, however, numerous areas have opened in which profiled bars of the type mentioned above can be used, provided that the construction of the frame corners adapts to the requirements of the respective field of use by means of suitable cutting.

It has been found that it is desirable in certain application areas to provide an overlap of the surface tongues adjoining the transverse recess at the profile bottom only on one side of the bending axis. In this case, the opposite surface area of the tread has only you jigene wall thickness.

In many applications, however, due to a uniform distribution of the physical load of the Rahmeneckflächen desirable to interpret the wall thickness within the frame corners as uniform as possible, These considerations arise, for example, when said frame corners are mounted on profile bars to be used for container construction.

But there are also applications for the said profile bars, in which the one leg of the frame corner has a greater burden to absorb, but the other also oine certain bending stiffness needed, which would be achieved by a partial doubling of the wall thickness of the tread.

In addition, it is also anxious to use high-quality materials such as steel or the like for the planned construction with the Profilstäbsn, for economic reasons to make the wall thickness of the profile bars as low as possible, but without a stabilization loss in the Rahmeneckbereichen count to have to. An outstanding field of application for frame girders with rigid frame corners of the type according to the invention is the mobile flood dam construction.

In the conventional dams, which are used for · riverbed regulation, in the construction of dams or in the construction of channels, caused by the water side before the founding surface of the dam according to the largest reservoir height occurring seawater pressure, which is taken into account in the calculation of the stability of the dam, the Thickness of the concrete dam on the foundation, usually made of concrete. To ensure the stability and counteract falling over the wall, _a was RNAR> ^hi c ^u. "Unr often forced to provide additional retaining elements and fittings.

Object of the invention

The invention therefore has the aim of achieving an economical use of the profiled bars or of the components consisting of these, which is economical from the use of materials and is also extended to a wide field of application.

Explanation of the essence of the invention

The invention has for its object to develop a Baueatz for the montagemäßige production of frame structures in the construction sector under Verw jndung of profiled frame beams with at least one Rahmeneck and profile bars and form so that the wall thickness of the surface areas in the frame corners of the profile carrier adapted to the requirements of the respective field of application can be. In particular, a step guide to the formation of a frame corner in a profiled bar with sheet pile-like cross-section show that makes it possible to determine the size of the overlaps and / or joints of the surface tongues in the frame corners as desired so that the stability of the frame corner meets the requirements of the particular application area of the profile bar ,

In application of the invention, the object remains to provide a dam, in which the Sohlenwasserdruck exert no effect on the stability of the dam and can not counteract the responsible for the stability vertical water pressure on the water-side edge of the dam.

According to the invention the object with a kit for montageemäßige Herstellung.von frame structures in the construction sector with structural elements including profiled frame beams with at least one dense and rigid or articulated lahmeneck and linear over a Ochnittfigur and Schnittrandelemente non-positively joined profile bars consisting of a flat ProfilboHen with two opposite , extending at an angle to the profile bottom legs, the si Jh along its upper edge in each continue parallel to the profile bottom flange, which is provided along its outer edge with a flanged flange edge to the flange, solved by the leg surfaces in a transverse to the longitudinal axis of Profile bar extending Ebune lying incisions which extend at an angle less than or equal to 90 "to the profile bottom and each begin at the dividing lines between the profile bottom and thigh surfaces and up to the Flans Run chflächen and optionally, interrupted by the flange surfaces, continue beyond the flange edges away. Along the dividing lines between the leg surfaces and the profile bottom two parallel longitudinal incisions are provided, wherein the profile bottom has a cross section which connects the longitudinal incisions. For bending the profile bar around a pivot axis connecting the end points of the leg incisions, the surface tongues adjoining the incisions overlap one another and can be connected to one another.

For the kit, one or more frame corners are formed on the linear profile bar by ipunkt after attaching a sectional figure, which consists of a diagonal cut each in the web with an authoritative for the bend angle and a normal section to the longitudinal axis in the lower flange and off two edge cuts, the stem part is rotated about the pivot point in the upper flange. The ends of the sectional figure are pressed against the overlapping surface of the lower flange and frictionally connected with each other.

In a further embodiment of the invention, the linear, over a sectional figure or cut edge elements non-positively grooved profile bars to form the rigid or articulated Rahmenecks in the central flange or in the freestanding flanges or in both flanges on a special sectional figure. At least one cut end is bent in the alignment of the stem or the bar of the profiled bars, wherein the turning angle has its origin either in the central flange or in the freestanding flange. The overlapping, even angled cut ends are rigidly connected by screwing or wear or by an impact pressure surface.

Further features of the invention are given in the patent claims or subclaims and in the exemplary embodiments.

By selecting the position of the cross section in the profile floor, the designer has the opportunity to determine in which surface areas of the tread in the frame corner a doubling of the wall thickness on both sides of the bending axis is required and how large the surface areas should be with doubled wall thickness respectively.

According to the invention, the designer by selecting the resulting from dun claims cut each find the optimal training of the frame corners of the profile support, For the field of application of the profile frame support in the construction of dams, the invention, the invention made use of the knowledge that through the creation of cavities between storage areas of the dam, the load is reduced by the Soh.lenwasserdruck 2U, but on the other hand, the Wasserauflast the Standsichorheit favors. Both goals are to be achieved by the use of frame rails according to the invention, when the retaining wall is formed of a plurality of Rahmeneckprofilen having a rectangular frame corner in the form of an L-beam, and placed with its one leg on a bottom surface and their aneina ^ the bordering flange of the. Forming a seal of the angular dam wall by means of sealing members are connected to each other and the wasserseiiige end of each section bar is closed by a wall part.

Due to the tunnel-like bridging of the individual, designed in accordance with the leg width and their angle to the profile bottom, arching over the flange surfaces troughs between the resting on the bottom surface Flanschfächen the entire foundation surface is practically limited to the flange. In the rest of the area, and this is the vast area of the covered ground surface, the sole water pressure is not effective, since the pressure-exiting water can escape from below into the cavities formed by the troughs, without the hydrostatic pressure on the whole, determined by the water accumulation height To be able to prevent the surface of the thigh resting on the floor surface. The stability is therefore ensured by almost the full acting in the vertical direction hydrostatic water pressure, since c'ie reduction can be neglected by acting only on the overlying flange Sohlenwasserdruck. The application of the inventively designed profile bars in mobile flood dam construction is optimal, although the ertindungsgemäße ErI knowledge, namely the introduction of tunnel-like bridging instead areal Auflagerungen, at the expense of less rational ways of working, in concrete or using other profile shapes, in conjunction with vertical retaining walls also lead to the goal can, without departing from the scope of the inventive concept.

The subject invention treats a construction with a set of components shown in detail in the embodiments for the rapid assembly-based production of frame support structures for bridging, hall-like buildings, for containers above and below ground and for mobile anti-flood protection.

The subject invention is the result of the inventive development of the design for bridges and halls, ie for the construction according to DE Patent Application P 3329000.8. With the new technical solution, ng not only the achievable with this application technology is extended and optimized, but it is also the field of application through the consistent use of the central invention element of the parent application, the rigid Ranmeneckausbildung using linear profile bars in container construction and mobile flood protection expanded in a new and innovative way.

In addition, the object of the design is a construction method that can be used advantageously for new construction methods and construction systems in almost all construction sectors due to the special figuration and modular coordination of the central component "sectional frame support." The profile frame support has an unusual variance or plurality in the possible applications which were revealed in the trials and pilot plants of the parent application and which resulted in further novel features and at the same time further new building systems, the further modifications of the profiled frame support and the new construction designs triggered thereby being new and technically advanced with the broad band of variance in form and application is unknown.The technique is amazingly simple and convenient to use.

embodiment

Details of the invention will become apparent from the following description of three embodiments with reference to the drawings. In a first embodiment show

fig.1.1

 fig.1.2

 Fig. 1.3.

Fig.1.4

 Fig.1.5

 Fig. 1.6.

Fig. 1.7

 Fig.1.0

 Fig. 1.9.

a plan view of a profiled bar with sheet pile-like cross section with a first cut, the profile bar according to Tig.1.1. with curved frame corner,

a plan view of a profiled bar with a modified second cutting guide for the formation of a rectangular frame corner,

a plan view of a profile bar with angled Z , henkeleinschnitt for the formation of a rectangular frame corner and doubling of the profile bottom, a plan view of a profile bar with angled leg incision for the formation of a rectangular frame corner and doubling of the profile bottom, a plan view of a profile bar with obliquely extending Schenkeleinschnitt, for the formation of a rectangular frame corner with the same doubling of the profile bottom on both sides, a plan view of a profile bar with angled Schenkeleinschnitt for the formation of an obtuse frame corner with one-sided duplication of the tread, a plan view of a profile bar with angled Schenkeleinschnitt for training a rectangular frame corner with different doubling of the profile floor, a side view of a rectangular frame corner with different Verd Oppeln of

Profilbodenabschniites, Fig. 1.10 .: a plan view of a profile bar with transverse cuts in legs and flange surfaces, be! the frame corner

formed by bending about a pivot axis extending in the flange bottom. Fig. 1.11 .: a plan view of a profiled bar with gift and FL .-. Schflächen, Fig. 1.12 .: a perspective view of a mobile floodwater retaining wall.

The profile bar 100 is formed by a profile bottom 101, two leg surfaces 102 extending at an angle to the profile bottom 101 and two flange surfaces 103 bent at right angles to the Sr.hinge surfaces 102 adjacent to the leg walls. In some of the embodiments, the flange surfaces are again rectangular up or down bent flange edges 104 on. The profiled bar 100 according to FIG. 1.1 has a crosswise section 10b extending transversely over the leg surfaces 102 and the profile bottom 101, which ends at the dividing lines between the ski surfaces 102 and the flange surfaces 103. Along the dividing lines between the profile bottom 101 and leg surfaces 102, longitudinal cuts 106 are provided which are bisected by the transverse cuts 105. The sections I lying on both sides of the transverse incisions 105, the longitudinal incisions 106, are shorter than the length s of the incision extending over the side of the leg surface.

In the illustrated length of the longitudinal incision Ii after bending of the profile bar 100 by the dashed line indicated, extending over the flange 103 pivot axis that in Fig. 1.2. shown obtuse frame corners. If one wanted to obtain a rectangular frame corner, one would have to make the length of the sections I _{2 of} the longitudinal cuts equal to the length of the cuts s of the leg surfaces (see FIG. 1.3.). In the obtained frame corners of the profile bar, the surface tongues overlap symmetrically the surface areas of the profile bottom 101 adjoining the longitudinal incisions (see FIG. 1.2).

In Fig. 1.4., 1.5. and 1.6. different sectional figures are shown, which have in common that the Sehkeleinschnitte 108 at an acute angle to the longitudinal incisions 106 between Prof ilbrjden 101 and leg surfaces 102 run. The length of the longitudinal incisions 106 is selected in all sectional figures so that a rectangular frame corner is formed when one bends el it imaginary pivot axis 110 which extends through each of the end points 109 of the leg recesses 106. The total length of the longitudinal cuts 106 in a rectangular frame coupler is given the consideration that S _{3 is} cos O ₃ = I ₃ , so that the total length thus has to be twice S ₃ cos6 ₃ . A symmetrical overlap of the profile bottom areas is obtained only with a Schniuführung according to Fig. 1.6., Since here the transverse cut 107 halves the entire length of the longitudinal incisions 106. In Fig. 1.7. the cut length of the longitudinal incisions 106 is selected such that when the profile bar 100 is bent, an obtuse-angled framework corner results. In the sectioning of Fig. 1.8. it is also a cutting guide for an obtuse frame corner. The areas of the overlapping tongues are different due to the position of the transverse cut 107 in the corner region of the profile bottom 101.

In Fig. 1.9. can be seen in the side view of the rectangular frame corner that adjoin the transverse recess 107 surface tongues form an asymmetrical overlap of the profile bottom. Formed by the Scheiikeleinschnitten 108 surface tongues lie down after the bending of the frame corner on the flange 103. To form a frame corner in a profile bar with the cross-sectional configuration described above, the bend can also take place about a pivot axis which extends across the profile bottom. In these cases, according to Fig. 1.10. In a transverse to the rod longitudinal axis extending cutting plane transverse incisions 111, starting from the dividing lines between the profile base 101 and leg surfaces 102, laid to the outer edge of Flanschflärhe 103. Symmetrical to the transverse incisions 111 extend longitudinal incisions 112 along the dividing lines between leg surfaces and flange surfaces. When bending the rod 100, the surface tongues overlap symmetrically. Fig. 1.11. shows the sectional figure, resulting in oblique transverse incision 111a. The longitudinal sections 112a are here on one side of the transverse incision 111 a from. In Fig. 1.12. is an example using one of the profile bars described above in a rectangular. Rahmeneck shown how it can be used in the mobile Hochwasserdaminbau.

A plurality of profiled bars 100 with a rectangular frame corner and symmetrically overlapping corner regions of the profiled bottom 101 are joined and sealed together by means of sealing connecting members 120 along their flange edges 104 which are bent upward at right angles to the flange surfaces 103. The sealing members 120 extend along the entire length of the flange edges 104 along the bottom leg 100a and along the upstanding leg 100b. The flange surfaces 103 lie on the ground. Their total area accounts for only a small proportion of the total area covered by the profile frame leg 100a. The larger surface area is covered in a tunnel shape by the hollow troughs formed by the profile bottoms 101 and leg surfaces 102. The openings 121 formed by the profile bottoms 101 and the leg surfaces 102 at the water-side end of the leg 100 a are with wall plates 12? covered against penetrating water. In the drawing, only a single wall 122 is shown to provide insight into the tunnel-shaped canopy of the floor. At the front of the water-side end of the leg 100a is followed by a sealing skirt 123, through which the penetration of the water is avoided in the dam embankment below the frame member.

Optionally, the storage wall 100 a, b be supported on the water side and the air side. However, this is not shown here. Also fasteners that will install any expert in mounting to ensure stability, are not shown in the drawing.

The functioning of the stowage wall 100a, b fundamentally differs from the stowage walls conventionally used on flood dams. The maximum bottom water pressure prevailing at the water-side end of the horizontal limb 100a can not reduce the vertical pressure η above the limb 100a due to the tunnel-shaped bridging of the soil. The tunnel-shaped bridging acts in a similar way to drainage. The small amounts of water entering the tunnel-shaped cavities can be easily diverted but do not reduce the stability of the stagnation wall. The stability therefore results from the undiminished vertical pressure of resting on the frame leg 100a water column. Due to the described use of the profile bars according to the invention in flood dams, a significant problem has thus been solved in a novel, surprisingly simple manner, which could hitherto only be approximately mastered by costly and time-consuming constructions. The above-described selected examples are supplemented hereafter by further numerous variants in order to show that the use of the profile bars processed according to the invention opens up novel constructions in numerous fields. The subject invention is in a second embodiment in the drawings Fig. 2.1. to Fig. 2.31. systematically and in details. Show it

Fig. 2.3. Fig. 2.4. Fig. 2.5. Fig. 2.6.

Fig. 2.8. Fig. 2.9. Fig. 2.10. Fig. 2.11.

Fig. 2.14. Fig. 2.14a Fig.2.15. Fig. 2.16. Fig. 2.17. Fig. 2.18.

Fig. 2.19. Fig. 2.20.

Fig.2.21. Fig. 2.22.

Fig. 2.23. Fig. 2.24. Fig. 2.25. Fig. 2.26.

Fig. 2.27. Fig. 2.28. Fig. 2.29.

Fig. 2.30. Fig. 2.31.

the longitudinal section through the section bar with section through the lower flange and the oblique section through the web; the plan view to Fig. 2.1., Dle sectional figure as an essential condition of Rahmeneckherstellung, with prepared holes for screwing; the frame corner after the bending process of FIG. 2.1. with extended pressure surface; Fig. 2.1., But with offset section in the lower flange. the top view of the figure of the cut surface, as shown in FIG. 2.2 .; like Fig. 2.1. or Figure 2.4, but with a slope of the section in the web for a right-angled or almost right-angled turn for the production of the frame corner. the plan view of Figure 2.6., With representation of the section in the lower flange in the bending axis for producing the stiffening connecting straps, each having the same length. the section to Fig. 2.6. and 2.7., but after completion; as in Fig. 2.8, but at a smaller angle than in Fig. 2.8 .; like Fig 2.3, but with special support elements; in elevation a profiled frame girder, left with pile foundation, right with flat foundation, and with offset impact with two articulated frame parts; a profile frame support in elevation, left without additional fasteners and right by force

Welding rigidly formed; _v

a multi-curved frame beam, which is rigidly connected to the sheet pile wall; as in Fig. 2.13, but with a rectangular frame corner; the cross section through the frictional joint of the upper flanges; another way to Fig. 2.14 a .; in view, the formation of a bridge wing using a raised sheet pile screed; a variant of Fig. 2.16., In flat foundations in concrete; the support of the profile frame support in pile or sheet pile foundation, wherein the bearing point for the lower flange is an angle attached thereto; as in Fig. 2.18 but with the bearing point of the upper flange at a fixed angle; a plan view of a rectangular box container with the representation of the different possibilities of shock as well as the different structuring possibilities; as in Fig. 2.20., but in octagonal design; in cross section a container of Fig. 2.20. in earthworks with floor and ceiling, also in the form of a frame profile carrier; a sequence of frame profile carriers in plan view when used for mobile flood protection; as in Fig. 2.23, but in double-frame form; the elevation to the Fig. 2.23. and 2.24. in use for mobile flood protection; in elevation a profile angle frame support for mobile flood protection, stored on a flood dam; a detail to Fig. 2.26., For the water-side seal with bearing education; in elevation, a profile angle frame wall of Figure 2.26, but with subdivision of the cantilevered Stauarmes; in elevation, the profile angle frame wall to improve and increase the flood protection in an existing water dam; the detail of the butting with seal between the individual frame parts; a cross-sectional shape for the water-side sealing element before installation according to Fig. 2.27.

The rigid profile bar 1 is bent by cuts in the lower flange 8 and cuts 22 in the webs, at an angle (ε ₂ ) to the longitudinal axis to produce a rigid, dense frame corner at the intended location. The individual cut surfaces result in a certain sectional figure, which is due to the desired inclination of the stem of the frame support.

Before bending, the holes may already be pre-finished in case of screwing to make the stiffeners. In addition to the screw connection 20, the cut surface in the lower flange 8 can be displaced towards the bending axis, and thus the pressure impact area can be increased.

The connecting plate 8a can additionally absorb the forces from the bending moments with the screw 20. The cut surface 22 a in the lower flange 8 can be moved to the bending axis or with a certain distance, which then the connecting tabs 8 a; 8 b are created in duplicate.

For a right-angled bend and arrangement of the cutting surface 22 a on the bending axis are the protruding connecting straps 8c; 8d the same length. The protruding end of the web 9 can be raised to the upper flange 10. The double connection tab training course, even with an oblique handle with a suitable choice of the position of the section 22 a are applied. Instead of the weld 21 or the screwing special holding elements 8e or retaining bolts 8f are provided to take over the bending forces from the bending moment in the corresponding lugs de-i lower flange 8, and mainly when the bending process only at the installation site and before everything is done at large spans. For the foundation of the profile frame support from the profile bar 1 further inventive solutions were developed to practical maturity. Thus, a staged sheet pile wall can receive the reaction forces on a task-related basis, and the wearer-carrying bowl 40 and the hoist-supporting bowl 40a. In a specific bearing element 41 in the form of an angle or a Z-profile, the profiled bar 1 designed as a frame carrier can be articulated, wherein the web and the upper flange 42 are shaped correspondingly obliquely. In the case of flat foundations, a profiled bar 43 may constitute the foundation when installed on a load-bearing floor 44 or ground replacement. The bar of the frame carrier can be divided to shorten the mounting lengths. The joints 43 are then arranged offset in the areas of lower cutting forces. It is not necessary to form all two frame corners with screw 20 or welds 21 firmly. By appropriate choice of the geometric size can

be ensured that at the frame corners always a so-called negative moment prevails and thus the pressure forces in

the overlapping areas have been added to the frame corner without screw 20 or welding to take over the moments.

If the frame stem or profile bar receives a second frame corner, the inclined part 1 a is not performed to the foundation support and an additional vertical part is provided from, can be connected rigidly to the sheet pile wall of this part, preferably with screws or retaining bolts 40 b. The edge bar 40c of the supporting shell 40a can be pulled up and then forms the support bearing for profiled bars which serve as bridge wings 47, 47a and form the lateral boundary with the bridge superstructure in the form of a bar profile 48 which is particularly profiled. The articulated bearing is also produced by the interposition of a bearing element 41 in the case of concrete strip foundations 6. The support for the bridge wing is then done by a special Kragstab 40 d. In a single-shell sheet piling for foundation, the support for the existing of profile rods frame support is created by a bearing angle 41 a medium ¹ ; Fastening or bolting or welding is attached to the sheet pile wall. In this case, either the lower flange 8 or the upper flange 10 of the frame carrier can be used for the actual carrier bearing. The upper flanges 10 can also be pushed in such a way that from below a flat steel 19a is pressed, which is each equipped with two bolts which are passed through holes at the edge of the upper flange, wherein the bolts represent a screw 16 and a Gegonplatte Press 19b against it. The impact of the upper flanges 10 can also be made in such a way that a lower flat steel 19c is pushed over a screw 16 and from above

eil. U-profile 19 d is pressed, which frictionally fastened \ ash grasps at the edge region of the upper flanges.

The profile frame supports made of profiled bars 1 can be advantageously used for square containers for a variety of functions. Depending on the size and height of the containers, as well as on function, these are four- and polygonal in cross-section. The container wall can be structured differently, either from a carrier with a frame corner or with all frame corners of a cross section. When structuring a cross section into a plurality of carrier units 1 c, 1 d, the handle ends 50 are pushed into each other and connected non-positively by screw 49, welded in exceptional cases. The so created abutment surfaces are due to static reasons in the areas 51; 52, where the bending forces are small. The thus created polygonal containers can also be obtained by a profiled frame support 1 e bottom or a ceiling 1 f. This allows an earth-filled construction. The shots are sealed at the Schenkelabknickungen 11. The profile frame girders can be strung together in a sequence for flood protection. They encounter the protruding stem end 54; 55 together. The carriers rest thereby rotated by 90 ° with respect to the installed state during bridge construction on the ground. You are connected to it shudder. The frame support of profile bars 1 can also be mirror-inverted, each half to be extended, with the bar an oblique stem 1 g connected on both sides, which is then continued on a rigid frame corner by an additional locking piece 1 h as a counterpart to the main bar. The mobile flood protection is simply created by the fact that on the dam 56 a profiled beam frame carrier is supported with a Rahmeneck. The lying leg takes over the vertical force G, the protruding, jamming leg takes over the horizontal force h. The length of the lying leg is always longer than the jamming leg to account for the hydrostatic laws. The aspect ratio is determined according to the storage conditions and the desired safety measure.

The frame carrier is preferably mounted on the water-side end and on the frame corner. The bearing forces are directed to the dam 56 via additional bearing plates 57. The surfaces of the bearings are roughened or grooved to increase the shear safety for receiving the horizontal forces or improved according to a special system in sliding resistance. You can also cones or skewers 58 u.a. receive. The shear safety against the horizontal forces can be increased by a special pile system 59, wherein in addition to the storage at the frame corner of the pile is introduced into the dam and a support 60 emanating from it. At the water end, a seal is attached. In the space which is formed by a U-profile 61 and by the adjoining surfaces (lower flange 8, Gteg 9) of the profiled bar 1, a sealing element 62 is preferably arranged verschrauM. In this case, an additional sealing skin can be pulled further over the dam embankment 63. Then the water-side bearing plate 57 connects to the Dii heit. The sealing element 62 is preferably made of elastic plastic with a specially shaped U-shaped cross-section, the tips being respectively provided with rounded ends towards the carrier. The U-section of the sealing member 62 can be created using a sealing tape in such a way that at a certain attachment point 62c, the element is arranged in space, wherein in length different sealing legs can be selected. The towering stowage arm is preferably subdivided at larger stowage heights 88. In this case, first a profile bar 1 is mounted as a basic carrier that holds the damming height 65 for more frequent events. In the subdivision of the cantilever jib a profile bar 1 k is mounted rigid and sealed, the lever arm forces are taken over by an upper pull tab 67 and a lower support and pressure tab 68. Under certain circumstances, the higher horizontal forces require, under appropriate storage conditions, a special stake 57a, 57b or a support 57c to the rear, preferably in the presence of an abutment in the form of a curb. The profile frame support can be installed as an angle wall 1 of profiled bars (Fig. 2.29.) In the water-side Dammböschungsfuß. Then he takes over the function of the water-side seal, increasing the earth-static safety and the additional support task in lifting the dam crown 56a, when it comes to an existing dam, which was previously rated for a lower flood 64, now suspend a larger damming 65. The cantilevered jib can be increased here with an additional profile bar 1 k for even greater flood. The dense shock of the individual frame parts takes place at the Schenkelknickungen 11, which terminate the upper flanges 10 at right angles. In addition, a sealing element 71 is slipped, which is taken from a U-profile 70. The U-profile can be pressed by a pressure plate 74 and via press wedges 75 to the underside of the upper flanges 10 by means of a bolt 72.

The subject invention is further shown schematically in a third embodiment in the sketches 3.1 to 3.99. The Fig.3.1. to 3.12. make modifications of the profile frame support in its Eckausbildung, namely in the longitudinal axis section and in the lower view.

The Fig.3.13. to 3.22. represent technical modifications for the push of the profile bar mainly in the area of the bar in bar axis and in top view.

FIGS. 3.24. to Fig. 3.45. represent further figurations of the Rahmeneckausbildung in rod longitudinal section, with the exception of

Fig. 3.23. and Fig.3.26., Which represent sub-views.

The Fig.3.46. to 3.51. represent the method of installation of the profile frame support in its cross section for use in general structural engineering, such as halls and residential construction, is.

Fig. 3.52. shows the elevation of the profile frame carrier as a central element when used in parking garages and factory buildings, which are mainly located above ground.

Fig.3.53. represents the functional combination of the profile frame carrier in bridge construction, combined with

Railings and guardrails for bridge construction.

The Fig.3.54. to 3.56. represent modifications of the profile frame carrier in the construction of earth-covered garages.

The Fig.3.57. and 3.58. show the use of the profile frame support in building construction, with opening roofs, used mainly in greenhouse construction, are shown,

Fig. 3.59. shows the mounting method of a profiled frame carrier in; Case of a two-link frame with center support, which is used as a lifting element.

Fig. 3.60. shows a profiled frame girder, which is floated for quick assembly as a bridge and is equipped with floating chambers.

The Fig.3.61. and 3.62. represent the profile frame carrier in plan view, in the application as a bridge component for a crooked bridge.

The Fig.3.63. to 3.80. make a profiled frame girder with a corner ^N as a central element for mobile flood protection

and the mobile VVehrbau.

The Fig.3.81. to 3.84. show the profile frame support as a supporting wall element in earthworks.

Fig. 3.85. to 3.99. make the profile frame support in its function as the only central component for the production of above and below ground containers of any function, such as. for silo, as a dumpster, as a pool, as a functional pool in the treatment plant area and for the storage of liquids of all kinds.

The variance of the profile frame carrier in shape and structural design triggers various modifications of the

Frame corner education to optimize the specific use of. Accordingly, the solution of the object of the subject invention is on the one hand mainly limited to the modules of the frame corner and on the other hand extended to almost all types and construction tasks of civil engineering and structural engineering.

In important details, the solution is described as follows:

From a profile bar 31; 32 with central flange 33; 34 freestanding flanges 35; 36 with the connecting web 318 and with the final angle 317 is a frame beam at the corner through the sectional figures 315; 316; 323 for the future structure in the geometry predetermined, either, in which the rod is only partially separated on the sectional figure or for assembly reasons completely, in which case the cut ends 37; 38; 310; 311; 330 specially shaped to the sectional figure. In order to improve the frictional connection or to ensure the flexural rigidity, in addition to screw joints 314 and welds 314, additional connecting elements 39 are inserted 39; 312; 313; 320; 321; 322; 319; 326; 327; 328; 329; 319a; 319b; 331; 37a; 333; 334; 319c. Advantageously, and in the solution of most construction tasks, the cut ends 37; 38 and 310, respectively; 311 angled in accordance with the Rahmonwinkels and pressed together during assembly by screwing 314 or welding 314a. The ends can still by additional retaining profiles 39; 37a be taken. Tensile and compressive elements can also be applied 320; 321; 333; 334; 336 each after the optimized construction or the cheapest design. Because of the assembly operation, the rod lengths are limited and then the final lengths are produced by shocks. To exploit the cross-sections in the impact, the surfaces by Versr-tubings etc.

not diminished. On the other hand, the surface to be hit is welded by welded force elements 325 formed in connection plates 32t; 325a; 325b and 325d to transmit the impact forces across the butt joint. The connecting plates are pressed by the screw 314 to the surfaces to be stcßonden.

Instead of welded-on force elements, the end regions can be formed as a cam 327 in order to act in a force-locking manner. The connecting plates can also receive such cams 327. The cams 327 can also be used for the frictional connection in the frame corner.

Mainly in the use of the profile frame support in general building construction prove additional forms of

Rahmeneckausbildung as particularly favorable. The installation of the rod with overhead central flange 33; 34 promotes the bend through the angle 317 to the central axis. In the Rahmeneckbiegung engage the angle, which like the webs 318 and the free-standing flanges 35; 36 are intersected with each other and are by the Verschraubung or welding 314; 314a non-positively connected. The frictional connection in the central flanges 33; 34 or in the freestanding flanges 35; 36 can by pressure and tension elements, preferably screws 333; 336 are produced, wherein the composite is made with brackets 334. Instead of screws, special lugs 319c can also secure the frictional connection in the separate flange.

In general structural engineering, such as hall construction and residential construction, preferably the profile frame support with the central flange 33; 34 installed at the top. The final angle 17 represents the support for the surface-forming support structure of the individual built-in support. The surface-forming support structure then carries the roof 341 or the floor 342. It is preferably a beam or purlin 340, which also carries the ceiling 344 with insulation 343.

In simple hall construction of the central flange can also be installed down and the final angle 317 may have been angled in the area of Auflagerung a purlin 340 a or the overlapping leg of a roof membrane 341 a for fixation. The inherent rigidity of the profile frame support in each Stabachso is so high that it is so stable as a frame that he does not require stiffening to the main support axle. Thus, a hanging element 345 or another movable roof 346 can be used between the individual free-standing profiled frame beams for surface depiction. The stability is provided by the purlins 340; 340a or increased by the roof skin 341 a or by a special cross member 35 a.

In residential construction, each frame 31a assumes the support function for an entire floor. The support structure consists either of individual frames, which are mounted frictionally with each other or from a main support of the foundation 347 to the ridge, which then the individual floors are used their own frame support.

In garage and factory building, the frame girder 31 b takes over, as in bridge construction, wall and ceiling function.

It can be strung together as in bridge construction or used as a freestanding frame, in which case the surface formation of special Trajelementen 341; 341 a (Fig.3.52.). The frame can be displayed on field or multi-field with the help of pendulum supports 348. The stiffening cross member 35 a takes over the bridge, mainly the edge support, additionally the task of holding the Gesimsträger 349 of the bridge railing 349 a and the Leitplankenständers 349 c in such a way that a rigid standing rod 349 b is placed.

The cross member 35 a is screwed to the angle 317. The profile frame support is also used in single and multi-row,

earth-covered garages, where he either as Einckrahmen 31 e bending stiff on a foundation construction, eg. As a sheet pile wall 347 a, is placed, or as a corner frame 31 d, where it represents floor, wall and ceiling, or similar to a bridge construction as a square frame, or generally as a polygonal frame 31 f is formed. This construction is also used in protective construction.

The profile frame support is used in areas where it allows as a movable frame to open the roof. It may be designed mehrgliadrig, with an upper leg 31 i, a lower leg 31 g and a corner 31 h. The opening in the foundation is secured by a joint. The opening of the roof in the stroke direction 350 is ensured by a lifting and pulling device 351, which is installed in the space of the frame corner, in which case a hinge joint 320; 321 allows the rotational movement. The leg for the wall 31 k is then steadily attached to the foundation. The design allows for quick installation of bridging by the bolt part in a polygonal frame of profile bars 31; 32 is either raised or applied in the area of the later foundation pressure or Mehrfeldrigkeit the pendulum support 348 a as a lifting element, which receives tensile forces is used. In the quick assembly of the profile frame support for water bypasses individual rod parts, preferably the middle bar, are formed to a float 352 by tight webs wholly or only partially. The later foundations are also designed as floats 352 to which pressure is exerted to initiate the lifting operation or to make the frame totally buoyant.

The frame support also allows an inclination to bridge construction. The profile bar 32 is separated into a wedge-like edge support 32a, which then receives by a Gesimsträger 349 the completion and stability. The measure of the slope determines the number of edge support 32 a; 32 b. The profile frame girder with a corner in hydraulic engineering, especially in mobile flood protection and in mobile fortification, has a particularly wide field of application. The water-side bearing 353; 353a; Depending on the conditions of use, 354 and the air-side bearing 355 are given different shapes and additional elements 354a; 354b; 353c; 356; 354e; 354d; 357; 357a; 358; 359; 361 and 362.

In mobile flood protection, the final angle by additional legs 363; 364; 365 supplemented by a bracket 366; 368 pressend to make a screw unnecessary, the joint space with sealing elements 367; 367a to 367 e is closed tight. The auxiliary legs can be of different shapes 363a to 363c. The bracket 366 is then executed as a correspondingly modified bracket 366a to 366c. As a mobile weir, the frame carrier is placed on the bed of water 372 in a linear or arcuate manner transversely to the flow direction 370. In the slope area 371 he can sine additional abutment 371 a receive. The frictional connection in the sole can be improved by means of webs 356a or wedge stools 357b or bearing profiled pieces 361, supported by posts 362. For the mobile weir construction of the profile frame carrier from the profile bars 31; 32 also in the way application that a lying linear profile bar 373 bears him carrying rigid, so that it acts as a wall with its protruding leg. The horizontal section bar 373 can be partially shortened in the tamping area, so that openings 374 for the bottom water discharge arise. The Tosbeckenabschluß can also by a profile frame carrier made of profiled bars 31; 32 done. The cross-sectional shape with the flanges 33; 34; 35; 36 and the web 318 of the profiled bar in a particularly advantageous manner allows the attachment of a fishway by the central flange 34 is cut and bent against the flow direction 370 and the space between the central flange 34 and the webs 318 through a top wall 375 to a flow tube is trained. The top wall in the bottom region is fluidly favorable against the flow direction 370 so / erbogen that the above inflowing water reduces the escape into the underwater and causes a lock flow 376, which is extended by further control body 377. The mobile weir construction is particularly suitable for the application of the invention in that the profile frame support simultaneously acts as a support element for a combined turbine 378, wherein the turbine receives the water flow through flow channels in the region of the profile frame support and discharges it into the underwater.

The profile frame carrier is particularly suitable for supporting tasks in earthworks. Its storage conditions can be improved or adapted to the particular soil conditions by bearing profile bars 361 or by lying section bars 373 or sheet piling 347 a, in which case a leg (profile bar 32) assumes the Kragfunktion and the other leg (profile bar 31) the wall function. The earth pressure is directed into the ground. The individual frame girders can be installed in lamellas in simple construction.

The profile frame carrier is used in container construction mainly in its core as a double frame with different leg lengths, both for quick assembly for above-ground tanks or basins as well as for earth tanks or basins. As a high tank for Untenentnaiime the bolt (profile bar 32) extends vertically, the legs (profile bar 31) form both the bottom hopper and the cover. The front ends are 383 linear bars that are extended in corner areas, take over the support function and directly support. In the ceiling area and in the funnel area, the legs (profile bar 31) are resistant to tension by pulling elements 380; 381 coupled.

Erdschächte be equipped with corner frames in such a way that the bolt (profile bar 32) in one axis forms the bottom and the legs direct the earth pressure to the ground. These earth tanks are particularly suitable for the additional inclusion of a dumpster, which fills the profile spaces 311. The earth container is fillable by the upper opening 386 and can receive a lid 385. The emptying is preferably carried out by removing the container. The disadvantages of above-ground installation are avoided.

The earth container can also be designed in several parts, while the cover can consist of a frame carrier combination.

The container spaces can also be obtained horizontally floors and covers, the legs are arranged at right angles to the bar.

Depending on the function, the abutting profile frame supports are sealed in the angles 317. Elastic sealing elements 388; 388a; 338 b are pressed together in the abutment surfaces. The pressing force is generated via bracket 389. The shocks in the rod longitudinal axis are eliminated by the joint space by two-sided profile pockets 390; Covered 391, the joint space receives a sealing element and the profile tabs receive openings in which are force-transmitting elements 392, which at the end portions of the flanges frictionally, preferably by

Welding are attached. Fittings 314 in the joint space press the profile flaps against the abutment surfaces.

Polygonal containers are mounted by means of triangular or polygonal profile frame carriers also in such a way that they are installed in a storage manner and represent a closed wall element by disc. The thighs 31 m; 31 η are preferably unequal in length. They are connected non-positively. Each corner can be from the bolt (profile bar 32) or from the unequal legs 31 m; 31 η are formed. Special functional containers with special wall shapes are articulated in their walls in such a way that their corner sides 31 ρ receive the functionally determined lengths.

The walls thus formed for rainwater treatment or similar functions receive as bottom completion linear profile bars,

wherein their axes are parallel to the flow direction.

Claims (109)

1. Kit for the montageemäßige production of frame structures in the construction sector using profiled frame beams with at least one dense and rigid or articulated Rahmeneck and linear, over a sectional figure and cut edge elements non-positively fitted profile bars, each consisting of a flat profile bottom with two opposite, in one Angle to the profile bottom extending legs, which continue along its upper edge in a respective parallel to the profile bottom flange, which is optionally provided along its outer edge with an angled flange to the flange surface are formed, characterized in that the pivot surfaces (102) in one Transverse and Schenkeleinschnitte (105, 108) lying transversely to the longitudinal axis of the profile bar (100) extending at an angle ^ 90 ° to the profile bottom (101) and in each case at the dividing lines between profile bottom (101) and leg surface (102) begin (bottom points) and extend to the flange surfaces at the end points (109) and optionally continue interrupted by the flange surfaces (103) / beyond the flange edges (104) so that two along the parting lines between leg surfaces (102 ) and profile bottom (101) parallel longitudinal incisions (106) are provided and the profile bottom (101) has a cross section (105; 107), which connects the longitudinal incisions, and when the profiled bar (100) is bent around a pivot axis (101) connecting the end points (109) of the leg incisions, the surface tongues adjacent to the incisions overlap one another and can be connected to one another. 2. Kit according to claim 1, characterized in that at normal to the rod longitudinal axis extending cutting plane for the incisions of the leg surfaces, the longitudinal incisions (106) along the dividing lines between leg surfaces (102) and tread base (101) to both sides of the foot points of the leg groove sections each of matching length (I ₁ ) extend. 3. Kit according to claim 2, characterized in that the length (h) of the longitudinal recess sections at a Rahmeneckwinkel of 90 ° is equal to the length (s) of the Schenkeleinschnitte. 4. Kit according to claim 1, characterized in that at an acute angle (δ) to the plane of the profile bottom extending cutting plane for the Schenkeleinschnitte the longitudinal incision «(106) along the dividing lines between the profile base (101) and leg surfaces (102) respectively at the base begin the leg incisions and form an acute angle (δ) to the leg incisions. 5. Kit according to claim 4, characterized in that given a rectangular frame corner, the maximum length of the longitudinal cuts is given by twice the length s of the leg incisions multiplied by cos δ and consequently 2. s χ cos δ. 6. Kit according to one of the preceding claims, characterized in that extending over the profile bottom transverse incision in a region which is limited by the length of the longitudinal incisions, is located. 7. Kit for the assembly-related production of frame structures in the construction sector using profiled frame beams with at least one dense and rigid or an articulated Rahmeneck and linear, over a sectional figure and Schnittrandelemente non-positively joined profile bars, each of a flat profile bottom with two opposite, at an angle extending to the profile bottom legs, which continue along its upper edge in each case a parallel to the profile bottom extending flange, which is optionally provided along its A " ^p _Jt irandes with a flanged flange edge to the flange, are formed, characterized in that the leg surfaces (102 ) and the adjoining flange surfaces (103) in a transverse to the longitudinal axis of the rod extending plane incisions (111) which extend at an angle = 90 ° to the profile bottom (101) and in each case at the parting lines between the Sc handle surfaces (102) and the profile bottom (101) begin (foot points) and that along the dividing line between the leg surfaces (102) and the flange (103) longitudinal cuts (112) are provided by the bending of the profile bar (100) by a the foot points of the leg incisions over the profile bottom extending pivot axis (110) overlapping of the incisions adjacent surface tongues is made possible. 8. Kit according to claim 7, characterized in that the longitudinal incisions on both sides of the leg cuts at normal to the profile bottom extending cutting plane have the same length sections. 9. Kit according to claim 7, characterized in that begin at an acute angle to the profile bottom leg incisions the longitudinal incisions at the intersection of the Schenkeleinschnitte mitdenTrennlinien between leg surfaces and flange surfaces. 10. Kit according to one of claims 2 to 9, characterized in that the profiled bar (100) has a rectangular frame corner and with a plurality of matching, juxtaposed profile bars by means of connecting members (120) which connect the adjacent flange edges (104), is united to a mobile, sealing, angular dam wall. 11. Kit according to one of the preceding claims, characterized in that the equidistant ends of the Rahmeneckschenkel (100 a) by a wall part (122) are closed. _s 12. Kit according to one of the preceding claims, characterized in that the Längenve.'verhältnis the frame legs (100a, b) is selectable and preferably 1. 13. Kit according to one of the preceding claims, characterized in that the flange surfaces of the Rahmeneckschenkel (100 a) of the profiled bars rest on bearing plates, which are preferably arranged in each case at the free end and in the region of the frame corner. 14. Kit according to one of the preceding claims, characterized in that the surface of the bearing plates is roughened. 15. Kit according to one of the preceding claims, characterized in that the bearing plates by means of pins and spikes are anchored. 16. Kit according to one of the preceding claims, characterized in that a support part in Is provided area of the frame corner, which carries a support for the respective frame support. 17. Kit according to one of the preceding claims, characterized in that in the bottom region of the wall plates (122) a sealing profile with downwardly open U-the L-cross section is arranged, which serves to receive an elastic sealing element. 18. Kit according to one of the preceding claims, characterized in that a sealing skirt (123) is provided, which ends in the sealing region of the wall plate (122). 19. Kit according to one of the preceding claims, characterized in that the elastic sealing element is designed in the form of a U-shaped band which in the. adjacent sealing profiles of the wall panels is inserted and encloses the sealing skirt with his legs. 20. Kit according to one of the preceding claims, characterized in that the legs of the sealing element have different lengths. 21. Kit for the montageemäßige production of frame structures in the construction sector using profiled frame beams with at least one dense and rigid or articulated Rahmeneck and linear, about a sectional figure and Schnittranoelemente non-positively grooved profile bars, each consisting of a flat profile floor with two opposite, in one Angle to the profile bottom extending legs, which continue along its upper edge in a respective parallel to the profile bottom flange, which is optionally provided along its outer edge with an angled flange to the flange surface are formed, characterized in that one or more frame corners on a linear Profile bar (1) are formed by at the respective predetermined by its subsequent use bending point mch attaching a sectional figure, consisting of an incision (22) respectively in the web (9) miteinemembei the angulation angle ( ₂₎ and a Normrlschnitt to Längsacchse in the lower flange (8) and two edge sections that divide the web (9) in the bending region of the lower flange (8) which is rotated stem of the profile bar about the pivot point in the upper flange (10), and the ends of the sectional figure as Verbiodungslaschen (8a; 8b) are pressed against the overlapping surfaces of the lower flange (8) and the web (9) and pressed against each other and by a weld (21) or by screw (20) have a firm adhesion with each other. 22. A kit according to claim 21, characterized in that the cut surface (22 a) in the lower flange (8) either extends so that they with the incision (22) in the web (9) and with the edge section between the lower flange (8 ) and the web (9) or is shifted from this point of intersection by a certain amount to the fulcrum, whereby the pressure surface on the lower flange (8) is increased. 23. A kit according to claim 21 and 22, characterized in that in a right-angled bend of the profile bar (1) the normal section in the lower flange (8) is arranged congruent with the pivot point (cut surfaces 22 a) and the edge section to the connecting tabs (8 c; 8d) halved. 24. Kit according to one of claims 21 to 23, characterized in that the projecting flange ends (connecting straps (8a; 8b) overlap both towards the bar and towards the handle and a power connection either by screws or by welding or without connecting elements, alone by overlap. 25. Kit according to one of the preceding claims 21 to 24, characterized in that on the outer surface of the lower flange, a holding element (8e) is pressure and shear resistant and the pressure surface of the abutting lower flange (8) of the turned handle initiates the pressure force. 26. Kit according to one of the preceding claims 21 to 25, characterized in that the lower flange (8) of the stem is connected to the overlapping part of the lower flange of the bolt by a retaining bolt (8 f). 27. Kit according to one of the preceding claims 21 to 26, characterized in that the profiled bar (1) is connected as a profiled frame carrier with a foundation bearing, which is designed as a bearing element (4), in the groove of the lower flange (8) superimposed. 28. Kit according to one of the preceding claims 21 to 27, characterized in that the profiled frame beam articulates on a rigid profile bar (43), which is placed on the load-bearing floor (44). 29. Kit according to one of the preceding claims 21 to 28, characterized in that the profiled frame support is divided more by the bolt consists of two parts and the shock (45) is crazy in the vicinity of the frame corner. 30. Kit according to one of the preceding claims 21 to 29, characterized in that the bolt is in three parts, wherein between the edge parts of the joints (45) a middle part is incorporated frictionally. 31. Kit according to one of the preceding claims 21 to 30, characterized in that the profile frame carrier in its frictional corners has a double overlap (46), which takes over the bending forces in the frame corner. 32. Kit according to one of the preceding claims 21 to 31, characterized in that the handle of the profile frame carrier extends in the direction of the double-shell steel sheet pile wall, d. H. rests on the supporting shell (40) and rigidly connected to the horizontally supporting shell (40 a) with screws or the like. 33. Kit according to one of the preceding claims 21 to 32, characterized in that the edge board (40c) of the horizontal supporting shell (40a) of the steel sheet pile wall is pulled up and for the profile bars of the bridge wing (47,47 a) the support bearing and for the lateral Demarcation of the bar steel (48) forms the support. 34. Kit according to one of the preceding claims 21 to 33, characterized in that the profile frame carrier is mounted on a profile bar as a bearing element (41). 35. Kit according to one of the preceding claims 21 to 34, characterized in that in the bearing angle (41 a) of the profiled frame support over the upper flange (10) is rotatably mounted. 36. Kit according to one of the preceding claims 21 to 35, characterized in that the upper flanges (10) by means of a lower flat steel (19 a) are connected, of screws, which are arranged in the bores of the upper flanges (10) and which from above a counter-plate (19b) against the upper flanges (10) press, is pressed. 37. Kit according to one of the preceding claims 21 to 36, characterized in that the impact of the flanges (10) by a lower flat steel (19c) is formed by a screw (16) a U-profile (19d) from above against the Flanges (10) presses. 38. Kit according to one of the preceding claims 21 to 37, characterized in that the profiled frame members are connected to a container with polygonal cross-section such that the individual carriers either have one or more frame corners. 39. Kit according to one of the preceding claims 21 to 38, characterized in that the profiled frame members are pushed to form the container in the container sides at the handle ends (50) and connected by screw (49). 40. Kit according to one of the preceding claims 21 to 39, characterized in that the joints at the stem ends (50) outside the middle of the field in the region of low bending forces (51; 52) lie. 41. Kit according to one of the preceding claims 21 to 40, characterized in that the container formed from the assembled profile frame members (1 e) a bottom (1 f), which is formed by a profiled frame support, and a ceiling (1 f) in the form a profile frame carrier has. 42. Kit according to one of the preceding claims 21 to 41, characterized in that the profiled frame members are lined up to form a mobile Hochwasserstüizwand in a sequence such that the projecting stem ends (54; 55) on the surface of a dam or a jam road be hung up, push close. 43. Kit according to one of the preceding claims 21 to 42, characterized in that for the mobile flood protection of the profile frame support on the oblique stem (1 g) is supplemented with a parallel extending additional locking piece (1 h). 44. Kit according to one of the preceding claims 21 to 43, characterized in that the mobile flood dam (56) has a profiled frame girder with only one frame corner, whose lying shard! rests on bearing plates (57) and the vertical forces (G) initiates into the crown and its towering, jamming leg introduces the horizontal force (H) on the frame corner in the lying leg. 45. Kit according to one of the preceding claims 21 to 44, characterized in that the bearing plates (57) with pins and spikes (58) are provided to increase their friction * u. 46. Kit according to one of the preceding claims 21 to 45, characterized in that a serving for supporting the horizontal thrust pile system (59) is provided. 47. Kit according to one of the preceding claims 21 to 46, characterized in that a profiled bar (1 k) is placed on the towering jamming legs of the profile frame support of the mobile flood dam, having an upper pull tab (67) and with its lower end in one Pressure tab (68) of the jamming leg protrudes. 48. Kit according to one of the preceding claims 21 to 47, characterized in that the profile frame members of the mobile flood dam have at their water-side end a sealing skirt (69). 49. Kit according to one of the preceding claims 21 to 48, characterized in that for connection of the profiled frame members, the upper flanges (10) are bent over the Schenkelabknickung (11) and a sealing element (71) inverted and by a U-profile (70) is taken and pressed. 50. Kit according to one of the preceding claims 21 to 49, characterized in that the U-profile (70) has a bolt (72) via a pressure plate (74) and via press wedges (75), the U-profile (70). to the upper flanges (10) and the sealing element (71) presses. 51. Kit according to one of the preceding claims 21 to 50, characterized in that a U-profile (61) is provided, which is fixed to the end face of the horizontal leg of the profile frame support and in the space formed a deformable sealing element (62) is introduced , 52. Kit according to one of the preceding claims 21 b's 51, characterized in that the sealing element (62) has a U-shaped cross-section whose legs are rounded. 53. Kit according to one of the preceding claims 21 to 52, characterized in that in the interior of the U-profile of the sealing element (62) a sealing skin (63) is inserted, which extends the lips of the sealing element (62). 54. Kit according to one of the preceding claims 21 to 53, characterized in that the sealing element (62) is formed from a band through which the U-profile receives different leg lengths. 55. Kit for the montageemäßige production of frame structures in the construction sector using Profilrahrnenträgern with at least one dense and rigid or articulated Rahmeneck and linear, about a sectional figure and Schnittrandelemente non-positively joined profile bars, each consisting of a flat profile floor with two opposite, in one Angle to the profile floor extending Schonkeln that continue along its upper edge in a respective parallel to the profile bottom flange, which is optionally provided along its outer edge with an angled flange to the flange surface, are formed, characterized in that the profile bar (31; to form a rigid or articulated Rahmenecks always in its web (318), either in the central flange (33; 34) or in its free-standing flanges (35; 36) or in both flanges has a special sectional figure and all or at least one Sch nittende (s) in the alignment of the stem (profile bar 31) or the bolt (profiled bar 32) are bent or is and the bending angle of the rod either in the central flange (33; 34) or in the freestanding flange (35; 36) originates as well as the _N overlapping, also angled cut ends (37; 38 or 310; 311) by screwing (314) or welding (414a) are connected to the flexural rigidity or to the flexibility have a shock pressure surface. 56. Kit according to claim 55, characterized in that between the flanges (33; 34; 35; 36) and the webs (318) along the edge of a sectional figure (315; 316) extends and the cut ends (37) of the one flange and / or the cut ends (310; 311) of the other flange in the alignment of the bolt (profiled bar 32) or the stem (profiled bar 31) are bent and at least one abutment surface in a bracket (39) is guided. 57. Kit according to claim 55, characterized in that a cut surface abuts a connecting element (312; 313). 58. Kit according to one of the preceding claims 55 to 57, characterized in that the cut ends non-positively hinge plates (320) with hinge pins (321). 59. Kit according to one of the preceding claims 55 to 58, characterized in that the cut ends are bent and the outer surfaces touch as an angle and by screws a screw (314) or a holding profile (37 a) are taken. 60. Kit according to one of the preceding claims 55 to 59, characterized in that the cut ends with connecting elements (319) are non-positively connected to the flange ends, wherein the web is cut obliquely. 61. Kit according to one of the preceding claims 55 to 60, characterized in that the ends of the one flange overlap and the ends of the other flange are butted and frictionally connected to an additional element. 62. Kit according to one of the preceding claims 55 to 61, characterized in that a flange (33 a) is angled and the abutting end of the flange is fixed by welding. 63. Kit according to one of the preceding claims 55 to 62, .. characterized in that the joints in the bolt (profiled bar 32) or in the stem (profile bar 31) dur h force elements (325 to 325d) are formed, which are welded onto the flange and in connecting plates (324 to 324d) and passing the impact forces over the butt joint, with the connecting plates (324) pressed against the abutment surfaces by the screw connection (314). 64. Kit according to one of the preceding claims 55 to 63, characterized in that the joint areas are deformed as cam-like cut ends (327) and the connecting plates have the same shape cams. 65. Kit according to one of the preceding claims 55 to 64, characterized in that the cut ends on the frame corner have cams and by screwing (314) are pressed into one another. 66. Kit according to one of the preceding claims 55 to 65, characterized in that the cams are taken at the cut ends of connecting elements (329) which hold the ends of the cut surfaces. 67. Kit according to one of the preceding claims 55 to 66, characterized in that the central flange (33; 34) is bent and the freestanding flanges (35; 36), the web (318) and the angles (317) are cut and screwed or welding are connected. 68. Kit according to one of the preceding claims 55 to 67, characterized in that the cut, non-angled flanges by connecting elements (313) or bracket (39) or connecting elements (319) are coupled together. 69. Kit according to one of the preceding claims 55 to 68, characterized in that a cut surface in a notch 'einliegt and that in the notch region, a connecting element (331) is arranged as a reinforcing member. 70. Kit according to one of the preceding claims 55 to 69, characterized in that the cut surfaces by means of screws (333; 336) are non-positively connected and guided in holding blocks (334). 71. Kit according to one of the preceding claims 55 to 70, characterized in that the profiled frame from the profiled bars (31; 32) with its overhead central flange and the freestanding flanges (35: 36) with the angle (317) for intermediate surface-forming Tragkonstr 'tions (340 with 341, 34', 343, 344) forms a support element. 72. Bauga according to one of the preceding claims 55 to 71, characterized in that the individual profiled frame beams are connected either by a hanging element (345) or a movable roof (346). 73. Kit according to one of the preceding claims 55 to 72, characterized in that the Profile frame support by transverse purlins (340a) or a roof skin (341 a) or by trusses (35a) via screws to the angles (317) are connected. 74. Kit according to one of the preceding claims 55 to 73, characterized in that a support unit is formed from a profiled frame girder with other frame members, which can be used as a projectile in building construction. 75. Kit according to one of the preceding claims 55 to 74, characterized in that a support unit is formed with a profile carrier as a single-acting central support element with surface-forming, transverse support elements for the roof or the roof skin (341; 341 a), wherein the frame single-frame or by pendulum supports (348) mehrfeldrig is designed. 76. Kit according to one of the preceding claims 55 to 75, characterized in that the profiled frame support is connected as edge support in bridge construction with a crossmember (35a) carrying a Gesimsträger (349), the bridge railing (349a) and the Leitplankenständer (349c) , 77. Kit according to one of the preceding claims 55 to 76, characterized in that the profiled frame carrier is designed as a single, double or Mehrock frame, and that the Einckrahmen (31 e) serves as a ceiling of a mobile garage space or as a corner frame (31 d) Floor, wall and ceiling of a mobile garage or from polygonal frame (31 f) forms a whole mobile garage or shelter. 78. Kit according to one of the preceding claims 55 to 77, characterized in that the profiled frame support is made mehrgliedrig, wherein an upper leg (31 i) as a roof or as a bar and a lower leg (319) serves as a wall or as a stem, the by a frame (31 a) are positively connected. 79. Kit according to one of the preceding claims 55 to 78, characterized in that in a mobile profile frame carrier which serves for greenhouses and sports halls, in the roof apex suitable for opening movements lifting element is attached. 80. Kit according to one of the preceding claims 55 to 79, characterized in that the lower leg (31 g) has a hinge as a wall part. 81. Kit according to one of the preceding claims 55 to 80, characterized in that in the flange of the wall (31 k) a hinge of the hinge plates (320, 321) is arranged. 82. Kit according to one of the preceding claims 55 to 81, characterized in that in a mobile frame construction for the bridging of water surfaces of the bolt to a float (352) is completely or only partially formed and designed as a box foundations serve as additional floats , 83. Kit according to one of the preceding claims 55 to 82, characterized in that the profiled frame beams are connected to a mobile oblique bridge with each other, wherein the bolt of one or more profile frame support to a wedge-like edge support (32 a; 32 b) is obliquely cut, the from Gesimsträger (349) is completed and stabilized. 84. Kit according to one of the preceding claims 55 to 83, characterized in that an angular frame with a bearing leg on two bearings (354; 355) tip over and with a wall leg (profile bar 2) the congestion task when using the frame for a mobile flood protection wherein the individual frame supports are to be tightly connected via specially shaped angles and the freestanding flanges (35; 36) are at the bottom and the central flange (33; 34) serves to cover the drainage cavity. -7- 290 290 85. Kit according to one of the preceding claims 55 to 84, characterized in that the sealing bearing (354) by a bearing (353a) is formed, which rests on elastic additional elements (354a, 354c, 354d). 86. Kit according to one of the preceding claims 55 to 85, characterized in that the bearing with the additional element (354e) is designed as a vertical web, which is connected to a sealing skirt part (356) via a seal. 87. Kit according to one of the preceding claims 55 to 86, characterized in that as the main bearing (355) an elastic element is provided, which is inserted in a Z-profile and that in the element spurs (359) are used. 88. Kit according to one of the preceding claims 55 to 87, characterized in that the skirt portion (356) is formed as a sawtooth bearing (358) down. 89. Kit according to one of vorangohenden claims 55 to 88, characterized in that the main bearing is a linear profile bar (361). 90. Kit according to one of the preceding claims 55 to 89, characterized in that the final angle is provided with additional legs (363 to 363c) and the coupling leg has an auxiliary leg (364 to 364d), wherein the intermediate space by a sealing element (367 to 364d 367e) is pressed, which is pressed by a bracket (366 to 366c), which is adjustable in the pressing action. 91. Kit according to one of the preceding claims 55 to 90, characterized in that the profiled frame support is pre-assembled in an arc shape with triangular additional elements which are inserted into its leg portions and if necessary cooperate with an abutment structure (317a) is formed. 92. Kit according to one of the preceding claims 55 to 91, characterized in that the profiled frame members are connected by a cap profile (360; 360 a) to a support unit. 93. Kit according to one of the preceding claims 55 to 92, characterized in that the main bearing is a wedge stool (357 b). 94. Kit according to one of the preceding claims 55 to 93, characterized in that a plurality of profiled frame beams in conjunction with horizontal linear profile bars (383) which rest on the profile frame supports form a mobile weir, wherein the rod portion is formed as a teat, and shortened bars form openings for siphonic pressure release and a smaller profile frame girder terminates the surge tank. 95. Kit according to one of the preceding claims 55 to 94, characterized in that for forming a mobile fish pass the central flange (34) of the stagnant stem is cut and bent towards the sole and that a top wall (375) together with a web (318 ) and the central flange (34) forms a flow tube, wherein the top wall (375) is bent in the lower region and an opening through which the lock flow (376) can flow for the fish pass, which can be extended by control body ^. 96. Kit according to one of the preceding claims 55 to 95, characterized in that the mobile weir a turbine (378) is coupled, the irt supported by the stagnant stem (profile bar 2) of the Pro'ilsrahmenträgers and that an opening for the driving water for the turbine (378) is provided in the stem. 97. Kit according to one of the preceding claims 55 to 96, characterized in that the profile frame support to a lamellar created Erdstützwand, which is mounted on a bearing profile bar (361), are connectable. 98. Kit according to one of the preceding claims 55 to 97, characterized in that the profiled frame support with its lower leg as a bearing and its bolt is formed as a wall and with the edge support (32 a) takes over as a counter-stalk Kragfunktion. 99. Kit according to one of the preceding claims 55 to 98, characterized in that the vertical leg of a profile carrier as a wall and the other leg (profile bar 32) is designed as a cantilever. 100. Kit according to one of the preceding claims 55 to 99, characterized in that the corner frames are connected to a mobile high silo in such a way that the bolt, the vertical wall and the stems form the bottom hopper and the cover, wherein at the end of the stems each opposite carrier are coupled bending and tensile strength, and in the corners, the bars are linearly extended and thus form the supporting points of the building. 101. Kit according to one of the preceding claims 55 to 100, characterized in that in a square mobile high silo of the funnel and the bottom are formed by oblique cut in the stems and elongated cross section, the end wall is formed by linear rods, wherein the bars in the edge region serve as supports. 102. Kit according to one of the preceding claims 55 to 101, characterized in that the two-sided profiled frame supports are used for the formation of mobile earth cavities, wherein their Riegeiden ground and the stems form the W, ide. 103. Kit according to one of the preceding claims 55 and 102, characterized in that with profiled frame beams (1; 2) formed mobile earth cavities are provided with a lid (385). 55-103, characterized in that, when formed with coupled profile frame girders Erdbehältern the lock (profile bar 32 / extends vertically and obliquely or horizontally extending stems (section bar 31 form 104. Kit according to one of the preceding claims), floor and ceiling. ^N 105. Kit according to one of the preceding claims 55 to 104, characterized in that in the mobile container construction used profiled frame members are sealed in their angles (317) with elastic sealing elements (388; 388a), which are held by screwing or pressing bracket. 106. Kit according to one of the preceding claims 55 to 105, characterized in that the transverse joint of profile carriers is formed by double-sided profiled pockets (390; 391) which cover the joint space into which a seal (388b) is inserted. 390, 391) are pressed against the abutment surfaces and frictionally grasp force-transmitting elements (392) which are fastened to the flange surfaces by friction, preferably by welding. 107. Kit according to one of the preceding claims 55 to 106, characterized in that a plurality of profiled frame beams form polygonal walls for containers, wherein either the bar (profiled bar 2) or a shorter and a longer stem than legs (1 m; 1 n) form a corner wall and the carriers are non-positively coupled at the ends of the stems. 108. Kit according to one of the preceding claims 55 to 107, characterized in that the corner walls are the same length (derverschied long. 109. Kit according to one of the preceding claims 55 to 108, characterized in that in the case of elongated functional members the linear profile rods (383) form the bottom and the rod axis is parallel with the container longitudinal axis.