DE1559174C - Polygonal container in which the side wall consists of plate-shaped structural elements made of reinforced concrete - Google Patents

Description

3 4

are in large numbers using a width, however, is dimensioned so that they are not the

single device and still exceeds the maximum width for road transport,

Containers of different sizes can be used. In addition, the components 1 according to the invention without

they can use the same auxiliary difficulties from the manufacturing site to the installation site

medium to be set up and assembled. 5 can be transported.

The drawing shows an example of the invention. The dimension α (Fig. 2) gives the distance of the object shown schematically, namely shows step point A of section 2 of the Ringzugbeweh-

Fig. 1 shows the upper part of an inventive tion from the component 1 of the by the

Component in the interior view, outer surface 10 and the side surface 12 of the building

F i g. 2 the section along the line II-II of the io element 1 formed edge K and is for all

Fig. 1, lent container sizes always the same. Also always

F i g. 3 is a side view, the wall thickness is the same as that of the curved ones

4 shows the top view of the finished container sections 2 intersecting at their vertices

and radial plane of the vertical center line of the structural element

Fig. 5 shows the joint 15 tes 1 in an enlarged view. The measure of the wall thickness is composed

two components. from the distance χ between inner surface 11 and

According to FIG. 1 is the component 1 with the section 2 of the reinforcement and the distance y protruding sections 2 of a reinforcement running horizontally between the section 2 and the outer surface 10 and with bars 3 of a vertical component 1. The apex of the curvature Reinforcement provided. The rods 3 20 mung of the sections 2 is thereby actually sprinkled from above in mounting eyelets 9. In Fig. 2, depending on the variable diameter of the ring, the position of the horizontal, circular tensile reinforcement can be seen more or less far from the curved reinforcement. Outer surface 10 or the inner surface 11 of the building

The outer surface 10 of the component 1 is completely element 1, however, this is a each time

even. The inner surface 11, on the other hand, is inwardly 25 change in the form of the formwork when there is a change

slightly indented to avoid a cylindrical shape as much as possible to the size of the container. This makes it possible

to get close. The side surfaces 12 of the building- the pre-bent section 2 into the formwork

element 1 must be placed towards the inside of the container and its position must always be precisely determined.

shaped so that, as shown in FIG. 4 and 5 clearly men. Therefore, the sections 2 always form parts

can be seen, a perpendicular channel 4 30 of an exact circle D _A. But only surrendered by this

forms the optimal conditions for the dimensioning of the during the assembly of the container with Ver

poured concrete is filled. The construction containers are manufactured.

elements 1 in a shaped bed, the length of which can be selected at every joint 5 of the adjacent building and a multiple of the container height elements 1 are the 2 sections of the horizontal can be. The length of the structural elements 1 can be connected to 35 reinforcement. According to FIG. 5 are from the So without difficulty by inserting components 1 protruding ends of the part-dividing plates be set in the mold bed. Pieces 2 captured by tabs 6 and with these Here it is possible without any further effort to be welded in this way.

probably short as well as long structural elements 1 to form, for grouting the channel 4 with grouting concrete

the to low or high containers together 40 a formwork 7 is provided in the middle of the

are to be inflicted. Channel 4 has an increase through which after

Since such containers seldom have such a height removing the formwork 7 is a perpendicular one exceed the road transport container guide to insert a partition wall higher Components 1 would not allow their forms.

1 sheet of drawings

Claims (1)

1 2 Are the Claim: Individual parts at vertical joints to one another butting parts with a circular cross-section are what they are Polygonal container for liquids or individual parts. only for containers of the predetermined bulk goods, in which the side wall is suitable in 5 diameters. The reinforcement can be made of plate-shaped construction in the individual parts or post-elements made of reinforced concrete, from which sections of the reinforcement are applied horizontally in a running, around the assembled container. If, on the other hand, the individual parts are flat plates due to the respective adjacent structural elements - as in the above-mentioned, inwardly open, vertically ver io patent specification, FIG. 1 to 4 - you are free to choose the size of the container in the running and poured concrete channel, as the plates protrude into which they are connected, thus making containers of any size that the dimensions of the can, however, form the inserted or on structural elements (1) in the horizontal section for installed reinforcement is not a circular ring, so the different container sizes are not the same and are able to optimally absorb the resulting ring tensile forces of a structural element (1) for a container. In order to compensate for this disadvantage, the larger size corresponds to the fact that each section (2) has already been used to create plate-like individual parts of the reinforcement as a circular piece of a through which, in a vertical section, U-shaped exit points of the reinforcement are formed from the reinforcement, with in the horizontally running assembled structural elements passing through 20 legs parts of an annular tensile reinforcement is formed corresponding to a circle and are inserted at a distance (a) from the container that remains the same for all containers as the mean diameter of the size to be produced. These plate-like individual parts through the outer surface (10) and the side surface can be placed next to one another and the parts of the (12) formed edge (K) protrude from the structural element inserted ring reinforcement with one another (1), that furthermore the wall thickness in the 25 are bound, whereby the height of the container, the radial plane of the vertical perpendicular of each building element (1), is so great that it is achieved depending on the concrete. This construction is a good steel insert of the largest to be expected - i.e. more of a kind of masonry made of special the stress and in this radial elements, the size and reinforcement already level the reinforcement both in the case of the production to be adapted to the respective container size possible as well as to the smallest possible. . Container is sufficiently covered, and that the invention is based on the object of a inwardly open vertical channel (5) as large as the container of the type specified at the beginning is so that the space for proper force-to-form that the structural elements of the wall on conclusive connection of the sections (2) of the 35 simple type for containers of different sizes Reinforcement can be produced before the channel (5) is cast and that the tensile forces in the ring are in good condition is. stiger way can be included. This problem is solved by the fact that the measurements of the components in horizontal section for 40 different container sizes are the same and those of a component for a container are medium-sized The invention relates to a polygonal container that corresponds to the size of each section of the armie Liquids or bulk solids, in which the tion as a circular piece through the outlet points Side wall made of the reinforcement made of the assembled building board-shaped panels at the height of the container Structural elements made of reinforced concrete bc- 45 elements continuous circle is formed from which parts of the reinforcement remain the same horizontally and in one for all container sizes one through the respectively adjacent components the distance from that through the outer surface and the formed, inwardly open, perpendicularly extending side surface formed edge from the component the and cast concrete channel protrude, in that further the wall thickness in the radial soft they are connected. Such a container is 5 ° level of the median perpendicular of each structural element according to the French patent specification 475 370 (Fig. 1 is great that it depends on the concrete quality and steel insert to 4) known. is sufficient for the greatest expected stress Such from large-format prefabricated walls and in this radial plane the reinforcement both in parts assembled containers have been known since the largest possible as well as the smallest-for a long time, because especially in the container construction 55 possible container is sufficiently covered and the prefabricated construction compared to the in-situ concrete that the inwardly open vertical channel so large design offers great economic advantages. is that space for perfect frictional difficulties forms with this construction, however, connecting the sections of the reinforcement before the regular inclusion of the finished and gcl'üll- potting of the channel is available.
th container arising and in its walls 60 This achieves that ring tensile forces acting for the production. of the structural elements only a single shaped bed ( The simplest construction of a prefabricated container, lung shape) is required and that, nevertheless, the sections of the ring pulling difficulties connected to one another do not cause any interconnected sections of the ring pulling difficulties when absorbing the ring pulling forces, results from the fact that the armouring forms circular rings, so that the ring pulling prefabricated reinforced concrete rings underlaying 65 forces are placed on top of each other at each of the possible different Bevon sealants. container sizes can be optimally accommodated. This, however, is only possible, for reasons of transport, only for components according to the invention for containers with a small diameter. ideal ideas of the precast industry; she