DE1684658A1 - Storage building - Google Patents

Description

November 6, 1967

ELEMENT AG. Tafers (Switzerland).

Warehouse building.

The present invention relates to a warehouse with parallel, elongated storage walls and storage ravines in between »Such storage buildings, especially for storage of pallets are known, with mobile storage cranes being arranged in the storage ravines, which automatically store or store the pallets or other storage goods in the storage walls to remove from the same.

It is the aim of the present invention to provide such a storage building to be built advantageously from a set of a few simple components. The storage building according to the invention is

Case 2 k

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characterized in that storage walls with vertical supports of T-shaped cross-section are provided, which from the center plane of symmetry of the bearing wall to both. Side protruding thighs indicate which carriers for the stored goods are connected to » For the construction of a storage building, the ones mentioned are essentially sufficient Supports and girders, which in principle can all be designed in the same way. ¥ other special embodiments and Advantages of the storage building according to the invention are described below explained in more detail with reference to the drawing.

Fig. 1 is a horizontal section through part of a first embodiment of the warehouse ^ ,.

Fig. 2 is a vertical section on the line II-II in Pig. I,

Fig. 3 is a partial section showing the connection between a support and a beam;

Fig. 4 shows the design and bracing of the upper end of the column,

Fig. 5 shows a horizontal section through part of a second embodiment of the storage building,

Fig. 6 shows a partial section to illustrate "the connection the beams and supports of the second embodiment and

Fig. 7 shows a cross section through a bearing wall of the second embodiment.

The storage building according to Fig. 1-4 consists of a number of elongated, parallel storage walls of which generally Fig. 1 in the upper part 2 partition walls accessible from both sides

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and in the lower part an outer wall accessible from one side is shown; are. The partition walls are made up of vertical supports 1 of I-shaped cross-section, of which two opposing legs 1 a each lie in the central plane of symmetry, while the third leg Ib protrudes to the side perpendicular to the central plane of symmetry. The legs 1 a of adjacent supports 1 lying in the center plane of symmetry of the bearing wall butt against one another, so that these legs form a continuous, coherent partition. The supports 1 are preferably designed as prefabricated concrete elements, so that the partition just mentioned has a fire-retardant effect. At the joints between adjacent supports 1, suitable seals can be inserted into any expansion joints that may be present, provided that the partition wall is also intended to prevent a seal against the passage of gases and the like from one bearing canyon to the other.

As FIG. 1 shows, the supports 1 of the partition walls are alternately oriented the other way around, so that the legs Ib of successive supports protrude towards opposite sides. This creates storage spaces between successive legs 1b protruding to a certain side, the length of which corresponds to twice the length of the supports 1. As the outer finish of the partitions also a support 1, the legs is Ib in the central plane of symmetry of Yand, while the two legs la forming the outer termination of the partition is used.

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The one in Pig. 1 outer wall shown below is also made up of supports 1. Since, however, only to one side protruding support legs Ib are required and preferably the same distance is present between adjacent legs Ib should be like with the partition walls arises between successive ones Supports 1 an interspace which is filled by a wall element 2. The outer wall requires im Remaining another element, namely a support 3 with an L-shaped cross-section, which forms the corner of the building. The supports 1 and 3 of the outer wall can, together with the wall elements 2, directly form the outer facade of the building.

The support legs protruding to the side from the respective wall level are provided with supports 4. In Fig. 3 shows a possible embodiment of such a support, namely by inserting a steel tube 4 into an opening of the Support leg Ib inserted and screwed to the leg is. Corresponding supports are also on the legs of the la. Partition walls on the outside of the columns, as well as on the legs of the support 3 lying transversely to the wall. The supports 4 are used to support frame-shaped Carriers 6, which can also preferably be designed as prefabricated concrete elements. As Fig. 3 shows, have the hubs frame 6 on the narrow sides with a metal box 7 covered recesses 8, in which the on *. camp 4, for example, the protruding ends of the tubes 4 can enter. The hub frame-shaped supports 6 are

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thus deposited on the support 4 so that it can be lifted off. They serve for example for receiving b; loaded pallets 9 indicated in FIGS. 1 and 2 for full utilization of the available space are at the ends of the walls frame-shaped beams 6a of half length appropriate. .

■ ■ - t

¥ ie Fig. 4 shows, the support legs Ib are at the top End of the supports tapers, being at the transition point to the tapered end of these legs serving as crane runways profiles 10 are inserted. On these profiles 10 each of two adjacent storage walls, a storage crane, not shown, can through the Storage canyon / be moved around the pallets or other To store and retrieve stored goods. The support legs protrude somewhat beyond the tapered ends of the support legs "Ib and engage in grooves 11 of cross struts 12, which can also serve as a support for a roof structure. The supports 1 are thus through the carrier 6, the profiles 10 and the struts 12 braced practically on all sides

5 and 6 is a second embodiment

i , in which the columns of T-shaped cross-section are oriented differently. The supports 13 of the partition walls have, corresponding to the supports 1 ', legs 13a and a leg 13b. In this case, however, the legs 13a are arranged protruding from the center plane of the bearing wall to both sides, while the transverse leg 13b lies in the center plane of symmetry of the bearing wall. For the outer wall, supports 14 with a T-shaped cross section are used, between which also according to FIG. 1

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the parts 2 corresponding yand parts are used can. It is also possible to use Yand elements between the supports 13 of the partition walls to create a closed one To achieve partition wall. The support legs 13a and the support legs 14b are, according to FIG. 7, with a downwardly tapered trapezoidal shape Provided openings 15 through which beams 16 protrude through a similarly tapered cross-section. ¥ ie J? Ig. 6 shows are the bars in the openings 15 with the nozzle legs 13a, or 14b screwed., The beams 16 point at the ends complementary deposits with shoulders 17 "or 18, with in the end of the beam located under the shoulder 17, a connecting bolt 19 is inserted. This connecting bolt is used to screw the overlapping ends of successive beams 16. The beams 16 connected to one another and to the supports 13 or 14 in this way provide reliable reinforcement of the supports, which is particularly important when, according to FIG. 5, the individual supports 13 and 14 do not pass through between them arranged and elements stiffened in the longitudinal direction of the yand are. If, on the other hand, such Yand elements are present and thus the supports in the longitudinal direction of the bearing wall are already there stiffened considerably, the beams 16 can be inserted into the openings 15 without screwing. In the embodiment according to FIGS. 5 to 7, crane tracks and Cross stiffeners 12 according to FIG. 4 with the upper ends of the supports be connected.

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In the embodiments described so far, it was assumed that the supports 4 of the supports 1, or the openings 15 of the supports 13 and 14 are designed for a fixed predetermined vertical distance between adjacent beams 6 and 16, respectively are * However, in both embodiments it is without it is also possible to provide vertical rows of openings at a relatively small distance in the supporting legs, in which the supports 4 or 5 or the bars 16 can be used at any height around the mutual Vertical distance between successive beams different to be adapted to the orientations to be stored. Into the supporting vision However, special fasteners can also be used for the supports For example, half angled rails or Jordan rails during manufacture are inserted, in which rails supports for the carrier 6 can be inserted or suspended at this height.

Although the supports, as mentioned, are preferably designed as prefabricated concrete elements, it goes without saying in certain cases, supports made of other materials such as steel, light metal, lightweight building materials, in-situ concrete or Wood can be used.

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Claims (9)

PATENT CLAIMS: fI)) Storage building with parallel, elongated storage walls and bearing ravines in between, characterized in that that storage walls with vertical supports (l, 13) of T-shaped Cross-section are provided, the legs protruding from the center plane of symmetry of the bearing wall to both sides (lb, 13a) have, with which carriers (6, 6a, 16) are connected for the stored goods. 2) storage building according to claim 1, characterized in that two legs (la) of each support (l) lie in the central plane of symmetry of a storage wall, and that the third Legs (lb) of successive supports protrude alternately to opposite sides. 3) storage building according to claim 2, characterized in that adjacent supports (l) in the center plane of symmetry Bearing wall abut one another and thus form a partition. 4) storage building according to one of claims 1-3, characterized characterized in that the carriers are designed as frames (6, 62) or beams (16). 5) storage building according to claim 4, characterized in "that the supports (l) are provided with supports (4) which the carrier (6, 62) are placed. 6) storage building according to claim 4, characterized in that the supports with rows of holes, Halfen rails or the like for inserting or suspending supports for the girders 109816/067 5 can be seen) in such a way that the supports and supports on any Heights of the supports can be arranged. 7) storage building according to one of claims 1-6, characterized marked that the legs protruding to the sides (lb) the supports (l) are tapered at the upper end of the support, and that at the transition point to the tapered end a path (lO) for a storage crane. 8) Storage building according to one of claims 1 - 7> thereby characterized in that the legs (la) lying in the center plane of symmetry at the upper end of the support over the to the sides protruding legs (Ib) protrude and in grooves of cross braces (l2) intervene. 9) storage building according to claim 4, characterized in that. that bars (16) protrude through openings (15) of the support legs (13a) and each lateral opening is connected to one another are. ·. ΙΟ) Storage building according to claim 9 »characterized by that the beams (16) are connected to the supports (13, 14), e.g. are screwed * ll ·) Storage building according to claim 1, characterized in that that each leg (I3b) of the supports (13) lies in the center plane of symmetry of a bearing wall, while the other two Legs (13a) protrude to opposite sides. 109816/067 5 .12) Storage building according to claim IJ, characterized by Wall elements between adjacent columns. 10 9 815/0675