DE29800905U1 - Transport anchor for reinforced concrete elements - Google Patents

Description

YTONG AG

Hornstrasse 3

D - 8 0797 Munich

M 4295G/IX/h/ba

Transport anchors for reinforced concrete elements

The invention relates to a transport anchor for concrete elements, in particular for plate-shaped or beam-shaped reinforced concrete elements such as lightweight concrete or aerated concrete elements.

These concrete elements are cast components, such as wall panels with large dimensions and high weight, which can, for example, have a length of 6 m.

To lift and move such building panels, clamping elements are usually used, which are accessories of a crane or a trolley or the like.

With clamping elements that grip the side surfaces of the panels, pendulum movements cannot be prevented, especially with very long panels. These pendulum movements delay installation, as the end of the pendulum movement must be waited for before installation, and they also pose a danger, as they can cause the panel to slip out of the grippers. In addition, these components swinging back and forth or oscillating pose a danger to construction personnel.

In order to reduce the risk, chains or ropes must be pulled under the panels during construction and attached to the crane so that the panel can be caught if the gripper fails. The disadvantage here is that these chains must be pulled out shortly before a molded body is placed on the

a considerable amount of work, and on the other hand the previously described hazard is present again when handling the product in this way.

In order to remedy these disadvantages, it was proposed to attach the grippers or clamping elements to the longitudinal ends of the panels. This again has the disadvantage that a considerable span must be overcome, and secondly, the problem with these clamping elements is that the panels can slip out of this clamp.

To remedy these problems, transport anchors were used which are inserted into the molded part. These transport anchors are generally arranged at the longitudinal end areas of the molded parts.

DE 295 09 260 Ul discloses an essentially rod-shaped profile piece with an anchor area for embedding in a concrete molded part during its manufacture and a connection area that does not need to be embedded. This transport element is positioned before the concrete is poured into the molded parts so that after the concrete has been poured and the concrete has hardened, the anchor area is embedded in the molded part, while the connection area protrudes from the molded part in a depression and can be grasped using a conventional type of lifting device. This transport element is made from a flat material, for example a flat steel, with an eyelet formed in the connection area so that a hook element of a conventional transport or lifting system can be hooked into it. The anchor area can have profiled side edges, for example circular segment profiles. In addition, a bevel is provided on the anchor area, which is intended to improve the force distribution or the force connection and thus increase transport safety.

The disadvantage of such a transport element is that the bending of the flat material creates so-called casting shadows. These casting shadows are larger cavities that are located in

These casting shadows are larger cavities that form in the casting direction behind reinforcement elements and, in the case of the described transport elements, behind the bent part of the transport anchor. In addition, profiling the side edges of the anchor requires an additional, complex work process that also involves material loss.

A flat reinforced concrete anchor for precast concrete parts is known from DE 41 05 337 Al. The area where a lifting device is to engage the transport anchor is arranged in a recess in the concrete molded part so that no part of the transport anchor protrudes beyond the flat surface of the molded part. The area of the transport anchor cast into the component has a hole, preferably an oval or elliptical hole, through which parts of the reinforcement can be pushed. The disadvantage here is that the reinforcement or parts of it have to be pushed through the hole in the transport anchor, which can be very complicated when using reinforcement prefabricated on welding machines.

US-PS 1,832,231 discloses an anchor that is cast into molded parts and consists of a spirally wound flat steel, wherein the end opposite the spirally wound flat steel area, which protrudes from the molded part, has openings for reinforcements to be inserted.

All known devices have in common that, unless they are attached to the reinforcement in one piece, there is a risk that they will be displaced from their original position during casting and/or due to forces occurring in the casting compound after casting, e.g. due to the fermentation pressure, i.e. due to the pressure exerted by aerated concrete material that swells shortly after casting. Displacement causes uncontrolled force to be introduced when lifting the hardened molded part, with a risk of breakage and inaccurate handling of the molded parts during lifting and transport.

The object of the invention is to create a transport anchor device for reinforced concrete elements, in particular aerated concrete elements, which is simple to manufacture and easy to assemble, whereby the transport anchor can be arranged in a fixed and secure manner on the reinforcement so that it is not displaced by forces in the casting compound.

This object is achieved with a transport anchor device having the features of claim 1. Advantageous developments and refinements of the invention are characterized in subclaims.

The invention provides for a transport anchor to be made from a flat steel strip, whereby a partial length of the flat steel strip is twisted spirally around its longitudinal axis to increase the frictional connection. The transport anchor is firmly clamped and/or locked to the reinforcement using a clamping and holding device. The flat partial length of the transport anchor that is not twisted spirally protrudes into a trough with a free end, which has an eyelet for inserting crane hooks, so that the transport anchor does not protrude beyond the flat outer surface of, for example, the plate-shaped concrete molding.

The transport anchor device according to the invention can be attached to the reinforcement particularly easily and quickly; the mounted transport anchor cannot be moved during pouring and, for example, during the spreading of the concrete mass.

The invention is explained in more detail below using examples shown in the drawing. They show:

Fig. 1 shows a retaining plate according to the invention of a transport anchor device according to the invention in a plan view from above;

Fig. 2 the retaining plate according to Fig. 1 in a sectional side view;

5
Fig. 3 the retaining plate according to Fig. 1 in a cross section;

Fig. 4 the retaining plate according to Fig. 1 with an inserted transport anchor in the assembly position in a plan view from above; »

Fig. 5 the retaining plate according to Fig. 1 with mounted transport anchor in a side sectional view;

Fig. 6 the retaining plate according to Fig. 1 with mounted transport anchor in a cross section, and

Fig. 7 is a perspective side view in exploded view of the transport anchor device according to the invention with an attachment forming a trough/

Fig. 8 shows a transport anchor of the transport anchor device according to the invention in a side view;

Fig. 9 shows a further embodiment of a retaining plate according to the invention in a lateral sectional view,

Fig. 10 shows a further embodiment of a retaining plate according to the invention in a side sectional view;

Fig. 11 shows a further embodiment of a transport anchor according to the invention in a side view;

Fig. 12 shows a further embodiment of a transport anchor device according to the invention from above, in which the transport anchor is arranged on the retaining plate by means of welds;

Fig. 13 the transport anchor device according to Fig. 12 in a cross-sectional view;

Fig. 14 shows a further embodiment of a transport anchor device according to the invention in a side sectional view;

Fig. 15 the transport anchor device according to Fig. 14 in a cross-sectional view;

Fig. 16 the transport anchor device according to Fig. 14 in a plan view from above;

Fig. 17 shows a spacer element for a transport device for reinforcement mats according to the invention in a plan view;

Fig. 18 the spacer element according to Fig. 17 in a side view;

Fig. 19 is a plan view of the spacer element according to Fig. 17 with retaining plate;

Fig. 2 0 the spacer element according to Fig. 17 with retaining plate in a side view;

Fig. 21 shows a further embodiment of the arrangement of a retaining plate on a spacer element in plan view;

Fig. 22 the embodiment according to Fig. 21 in a side view.

The transport anchor device 1 according to the invention has a transport anchor 2, a holding plate 3 and a cup-shaped attachment 4 forming a trough (hereinafter referred to as trough cup) (Fig. 7).

The transport anchor 2 (Fig. 8) for use in the transport anchor device 1 according to the invention is a flat bar,

for example a flat strip steel section or strip steel profile, which is provided at its upper end with a hanging hole 5 for conventional lifting or transport equipment. Instead of a hanging hole or a hanging eye 5, this area can also be designed in the shape of a hook*. The lower support area 6 of the transport anchor 2, which is to be cast with concrete mass and is located in the hardened concrete, is turned or twisted in a helical or spiral shape around the longitudinal axis 7 of the profile at least over a partial length with respect to the longitudinal extension of the transport anchor.

In the transition area between the suspension hole or the suspension eyelet 5 and the twisted lower support area 6 to be cast around, narrow transverse slots 8 are introduced into the narrow side edges 9 of the transport anchor 2 at the same height. The narrow slots 8 extend perpendicular to the longitudinal extension of the narrow side edges 9 into the material of the transport anchor 2.

The retaining plate 3 according to the invention (Fig. 1 to 3) is a stamped metal sheet part or plastic molded part and is formed as a channel with an inverted U-shaped cross section (Fig. 3) and has two rectangular side walls 12 with parallel, opposite longitudinal bending edges 13 and longitudinal edges 13a as well as transverse edges 14, and a ceiling wall 15 connecting the side walls 12 with two transverse edges 16, 24. A U-shaped recess 17 with U-leg edges 18 delimiting it and a U-base edge 19 is introduced into the ceiling wall 15 from a ceiling transverse edge 16, wherein the U-leg edges 18 are arranged somewhat spaced from the longitudinal bending edges 13.

The depth of the recess 17 is approximately half the length of the ceiling wall 15 or the bending edges 13. The recess 17 serves to allow free flow of fluid through the retaining plate 3, e.g. from below for floating aerated concrete mass.

By spacing the edges 18 from the longitudinal bending edges 13

narrow webs 20 of the ceiling wall 15 remain. In the area of the base edge 19, a narrow web 23 bent by 90° and extending between the broad side walls 12 is connected to the ceiling wall 15. A web 25 is bent in the same way to the other transverse edge 24 of the ceiling wall 15, resulting in short, narrow webs 26 of the ceiling wall 15 along the longitudinal bending edges 13 of the broad side walls 12.

In the remaining ceiling wall 15, a circular hole 27 is arranged centrally, the center "M" of which lies in a longitudinal center plane 28 running parallel to the side walls 12. Two opposing, short U-shaped recesses 30 are made in the circumferential edge of the hole 27 in the area of the longitudinal center plane 28. The recesses 30 have a width that corresponds to the thickness of the flat strip steel of a transport anchor
2. The depth of the recesses 3 0 is selected such that the clear distance between the recess end edges 31 corresponds to the width of the flat strip steel of a transport anchor 2.

On both sides of a transverse center plane 28a, which, like the longitudinal center plane 28, intersects the center point "M" of the hole 27 and is perpendicular to the longitudinal center plane 28, two mutually directed locking spring tongues 36 are cut free on both sides of the longitudinal center plane 28 and at a short distance from the hole peripheral edge 27a, the longitudinal extension of which runs in the shape of a circular arc with a larger radius to the center point "M" of the hole 27. The clear distance between the free end edges 37 of two mutually directed locking spring tongues 36 corresponds to the thickness of the flat strip steel of a transport anchor 2. The locking spring tongues 36 are bent outwards from the plane of the ceiling wall. Their distance from the center point "M" is less than the distance of the recess end edges 31 from the center point "M". The purpose of the locking spring tongues 36 is explained further below.

Slightly spaced from each transverse edge 14 of the broad side walls

A clamping and locking slot 41 for a reinforcing iron 46 (Fig. 3) is punched out of the wide side walls 12 from the free longitudinal edges 13 in the direction of the ceiling wall 15 and parallel to the transverse edges 14. The slot 41 begins with a funnel-shaped section 42, which serves as a finding funnel 42, and narrows to a slot-shaped or blind hole-shaped clamping section 43, which has a diameter that is slightly smaller than the diameter of a reinforcing iron 46. This section narrows further towards the ceiling wall 15 to a narrow slot 44, which ends in a circular hole 45. The hole 45 has a diameter that corresponds approximately to the diameter of a reinforcing iron 46. The slot 41 has a length that corresponds to approximately one-third of the length of the transverse edges 14 of the broad side walls 12. The slot 41 is arranged so close to the transverse edge 14 that the wall leg 14a delimited by the slot 41 and the edge 14 pivots elastically when a reinforcing iron 46 is pushed into the slot 41.

A trough cup 4 according to the invention is frustoconical or conical cup-shaped with a jacket wall 47 and a flat bottom wall 48 (Fig. 7). The cross section of the trough cup 4 can be round, roundish, elliptical or polygonal, with the trough cup being made of a plastic material, in particular a rubber. A rectangular slot (not shown) is made in the bottom wall 48 of the trough cup 4, which is dimensioned such that it corresponds to the cross section of the flat strip steel of a transport anchor 2 or is slightly smaller, so that the edges of the slot in the bottom wall 48 are pressed against the transport anchor 2 on all sides.

The body can be made of Styrofoam or foamed starch or cellulose, which are also used as insulation materials in the packaging industry.

To assemble a transport anchor device 1 according to the invention (Fig. 7), a transport anchor 2 is inserted with the end having the hanging hole 5 from below, i.e. from the area between the broad side walls 12 of the holding plate 3 into the hole 27 and the recesses 30. When the narrow slots 8 are at the height of the ceiling wall 15 of the holding plate, the transport anchor 2 is rotated by 90° so that it comes between the free end edges 37 of the two pairs of locking spring tongues 36 directed against each other. The holding plate 3 with the transport anchor 2 is then placed on a reinforcement cage, with one reinforcing iron being inserted into two opposite clamping slots 41 on the opposite broad side walls 12. By applying pressure from above to the retaining plate 3, the reinforcing irons 46 enter the clamping section 43, whereby the wall leg 14a delimited by the slot 41 and the edge 14 is elastically pivoted. This ensures that the retaining plate 3 is held on the reinforcement. In addition, by applying further pressure to the retaining plate 3, the reinforcing iron 46 can be pressed through the narrow slot 44 into the circular hole 45, thereby locking it in place. The trough cup 4 with the opening pointing upwards and the bottom wall 48 resting on the ceiling wall 15 is then placed from above onto the part of the transport anchor 2 that protrudes beyond the retaining plate 3 or the ceiling wall 15. After the aerated concrete has set or stiffened, the preferably flexible trough cup 4 can be pulled off the transport anchor 2. The upward-facing surface of the aerated concrete cake can then be cut to the desired size, whereby the transport anchor should not protrude into the area that is to be cut off.

In a further advantageous embodiment, instead of a trough cup 4, a solid body 4 made of a material that decomposes at the reaction temperatures in the autoclave is arranged on the transport anchor. Such a body 4 forming a trough does not have to be removed before steam hardening.

In a further embodiment of a retaining plate 3 (Fig. 9, 10), a clamping or locking slot 41 and a slot-like plug-in slot 50 are introduced into the broad side walls 12 from a transverse edge 14, parallel to the longitudinal edge 13a and slightly spaced therefrom, so that an elastically pivotable or deflecting wall leg 13b is formed. The longitudinal axis 51 of the plug-in slot 50 is arranged, for example, at the level of the blind hole-shaped clamping section 43 of the clamping-locking slot 41 located in the same broad side wall 12 (Fig. 9), in particular for a clamping holder in the clamping section 43 or at the level of the circular hole 45 of the slot 41, if a locking holder is provided in the hole 45 (Fig. 10).

The slot 50 extends, for example, over half the length of a side wall 12. During assembly, the slots 50 can be used to compensate for tolerances in the grid spacing of a reinforcement mat, with there preferably being no play in the direction of tensile load, which is achieved by the slot 50 having a width that corresponds approximately to the width of a reinforcement iron.

The broad side walls 12 can have free spaces or openings or recesses (not shown) in all embodiments so that concrete mass can penetrate these free spaces.

In a further embodiment of a transport anchor device 1 with a holding plate 3 and a transport anchor 2 (Fig. 11 to 16), the top wall 15 of the holding plate 3 has, instead of a circular hole 27, a square elongated hole 54 lying longitudinally transversely to the plane 28 in the plane 2 8a. The elongated hole 54 corresponds in its length and width to the dimensions of the flat strip steel of the transport anchor 2, so that a transport anchor 2 can be inserted into the hole 54. A transport anchor 2 for use with such a holding plate 3 has instead of slots or recesses 8 at the same height

its narrow edges 9 have beads or projections 55 arranged on them, which serve as stops when such a transport anchor 2 is inserted into a hole 54, for example from below. The beads 55 can be achieved by squeezing the edges 9 of the transport anchor 2 or by welding points. To hold such a transport anchor 2 in the hole 54 or on the sheet 3, the transport anchor 2 can be pushed against the edge of the hole from below with the beads 55, for example. Welding points 56 are then placed on the edge of the hole from above against the transport anchor edges 9 (Fig. 12, 13).

Alternatively, instead of welding points 56, a bore or hole 57 can be provided in the transport anchor 2 above and adjacent to the ceiling wall 15, through which a bolt or retaining bolt 58 can be inserted, which spans the hole 54 so that the transport anchor 2 cannot slip downwards out of the hole 54 (Fig. 14, 15 16).

It is known to arrange reinforcement mats using spacer elements 60 (Fig. 17, 18) and reinforcement needles guided in the spacer elements, for example in an aerated concrete mold. The spacer elements 60 are cast together with the mats with aerated concrete mass and are part of the reinforcement.
It is expedient to arrange the transport anchor devices 1 according to the invention on these spacer elements 60 (Fig. 19 to 22).

Spacer elements 60 for this purpose are plastic molded parts, which have a central cylinder 61a with a hole 61 through which a reinforcing needle (not shown) is inserted. Outwardly extending arms 62 are molded on both sides of the cylinder 61a, at the ends of which clip devices 63 for a reinforcing wire are arranged. The distance between the clip devices 63 is equal to the desired grid spacing of the reinforcing wires of a reinforcing mat. Feet 62a are attached to the arms 62, which are on the bottom of a mold

The arms 62 consist of ribs 64, with horizontal stiffening ribs 65 formed on the ribs 64, so that the cross-sectional shape of the arms 62 is cross-shaped.

A retaining plate 3 can be placed with the slots 41 on the vertical ribs 64 of the arms 62, whereby openings are provided at the corresponding points in the horizontal stiffening ribs 65 for the side walls 12 of the retaining plate 3 to be pushed through. The width of the slots 41 is preferably chosen so that the retaining plate 3 cuts slightly into the rib material of the spacer element 60. With such a design (Fig. 19, 20), the top wall 15 of the retaining plate 3 does not cover the hole 61 of the spacer element 60, so that a reinforcing needle can be guided through the hole 61.

In another advantageous embodiment (Fig. 21, 22) the retaining plate 3 is mounted on a spacer element 60 in that the retaining plate 3 has a protruding tab 70a with a hole 70 in a free transverse edge 19, 24 of the top wall 15. The tab 70a of the retaining plate 3 rests on a spacer element 60 in such a way that the holes 61, 70 are aligned. A locking pin 71 is inserted through the holes 61, 70, which has a head 72, a longitudinally slotted shaft 72a and locking lugs 73 projecting outwards at the end of the shaft 72a. The pin 71 is inserted through the retaining plate 3 and the cylinder 61a, with the locking lugs 73 gripping under the cylinder edge. The locking pins 71 and the retaining plate 3 can be formed in one piece.

The advantage of the transport anchor devices according to the invention is that they can be mounted easily, quickly and safely on the reinforcement of a concrete component to be cast, in particular aerated concrete component, in such a way that the anchor does not change its position during casting and, if necessary, when the concrete mass is being raised. In addition, the retaining plate 3 ensures, thanks to its spatial

shape and arrangement provide anchoring in the hardened concrete and anchoring to the reinforcement.

Claims (37)

YTONG AG Hornstraße 3 D - 80 797 Munich M 4295 G/IX/h/ba Claims 1. Transport anchor device (1) for cast, reinforced, large-format concrete components, in particular aerated concrete components, essentially consisting of a transport anchor (2) and a retaining plate (3), wherein the
The transport anchor (2) and the retaining plate (3) have means (8, 27, 36; 54, 55, 56; 54, 55, 57, 58) for a fastening arrangement of the transport anchor (2) on the retaining plate (3) and the retaining plate (3) has means (41; 70, 71) for clamping and/or locking arrangement on a reinforcing element (46, 60) of the concrete component. 2. Transport anchor device according to claim 1,
characterized, that the transport anchor (2) and the retaining plate (3) can be locked together by locking means (8, 27). 3. Transport anchor device according to claim 1,
characterized, that the transport anchor (2) is inserted through the retaining plate (3) and welded to the retaining plate (3). 4. Transport anchor device according to claim 1,
characterized, that the transport anchor (2) is inserted through the retaining plate (3) and locked to the retaining plate (3). 5. Transport anchor device according to one or more of the preceding claims,
marked by, a cup-shaped attachment (4) for creating a trough in the concrete component, wherein the attachment (4) is designed to be plugged onto the transport anchor (2). 6. Transport anchor device according to one or more of the preceding claims, characterized,
that the transport anchor for use in the transport anchor device (1) according to the invention is a flat bar, in particular a flat strip steel section, which is provided at its upper end with a suspension hole (5) for conventional lifting or transport devices, and has a lower support region (6) to be cast with concrete mass, wherein the support region (6) of the transport anchor (2) is rotated or twisted in a helical or spiral manner with respect to the longitudinal extent of the transport anchor (2) at least over a partial length about a longitudinal axis (7) of the transport anchor (2). 7. Transport anchor device according to one or more of the preceding claims, characterized,
that between the suspension hole or the suspension eyelet (5) and the support area (6) with respect to the longitudinal axis (7) at the same height, narrow transverse slots (8) are introduced into narrow side edges (9) of the transport anchor (2), wherein the narrow transverse slots (8) extend perpendicular to the longitudinal extent of the narrow side edges (9) into the material of the transport anchor (2). • * 8. Transport anchor device according to one or more of claims 1 to 6, characterized,
that between the suspension hole or the suspension eyelet (5) and the twisted part to be cast in |6) beads (55) are arranged on the transport anchor (2) at the same height with respect to the longitudinal axis (7) on the narrow side edges (9) of the transport anchor (2). 9. Transport anchor device according to one or more of the preceding claims, characterized,
that the holding plate (3) is an inverted U-shaped channel in cross-section, with two rectangular side walls (12), with parallel opposite longitudinal edges (13) and longitudinal edges (13a) as well as transverse edges (14), and a ceiling wall (15) connecting the side walls (12) with two transverse edges (16, 24). 10. Transport device according to one or more of the preceding claims, characterized,
that a U-shaped recess (17) with U-leg edges (18) and a U-base edge (19) delimiting it is made in the ceiling wall (15) from a ceiling transverse edge (16), wherein the U-leg edges (18) are arranged at a slight distance from the longitudinal bending edges (13). 11. Transport anchor device according to one or more of the preceding claims, characterized, that the depth of the recess (17) is approximately half the length of the ceiling wall (15) or the bending edges (13). ·■::": &Ggr;&EEgr;.&Ggr;: 12. Transport anchor device according to one or more of the preceding claims, characterized,
that narrow webs (20) remain _on the ceiling wall (15) due to the spacing of the edges (18) from the longitudinal bending edges (13), wherein in the region of the base edge (19) a narrow web (23) bent at 90° and projecting between the side walls (12) is connected to the ceiling wall (15), and a web (25) is bent in the same way to the other transverse edge (24) of the ceiling wall (15), whereby short narrow webs (26) of the ceiling wall (15) are formed along the longitudinal bending edges (13) of the side walls (12). 13. Transport anchor device according to one or more of the preceding claims, characterized,
that a circular hole (27) is arranged centrally in the ceiling wall (15), the center (M) of which lies in a longitudinal center plane (28) running parallel to the side walls (12), two opposing, short U-shaped recesses (30) being made in the circumferential edges (27a) in the region of the longitudinal center plane (28), the recesses (30) having a width which corresponds to the thickness of a flat strip steel of a transport anchor (2) and the clear distance between the recess end edges (31) corresponding to the width of a flat strip steel of a transport anchor (2). 14. Transport anchor device according to one or more of the preceding claims, characterized,
that on both sides of a transverse centre plane (28a) which, like the longitudinal centre plane (28), intersects the centre point (M) of the hole (27) and is perpendicular to the longitudinal centre plane (28), on both sides of the longitudinal centre plane (28) at a short distance from the · Two mutually directed locking spring tongues (36) are cut out of the hole peripheral edge (27), the longitudinal extension of which runs in the shape of a circular arc with a larger radius to the center (M) of the hole (27), the locking spring tongues (36) being bent outwards from the plane of the ceiling wall. 15. Transport anchor device according to one or more of the preceding claims, characterized,
that the clear distance between the free end edges (37) of two mutually directed locking spring tongues (36) corresponds to the thickness of the flat strip steel of a transport anchor (2), wherein the distance of the locking spring tongues (36) from the center point (M) is smaller than the distance of the recess end edges (31) from the center point (M). 16. Transport anchor device according to one or more of claims 1 to 12, characterized,
that a square elongated hole (54) is arranged in the ceiling wall (15) of the holding plate (3), which is arranged transversely to the plane (28) and lies in the plane (28a). 17. Transport anchor device according to claim 16,
characterized, that the elongated hole (54) has a length and width that approximately corresponds to the length and width of the flat steel strip of a transport anchor (2). 18. Transport anchor device according to one or more of the preceding claims, characterized,
that slightly spaced from each transverse edge (14) of the side walls (12) there is a free longitudinal edge (13) extending in the direction of the ceiling wall (15) and parallel to the transverse A clamping or locking slot (41) for a reinforcing iron (46) extending towards the edges (14) is punched out in the broad side walls (12). 19. Transport anchor device according to one or more of the preceding claims, characterized,
that the slot (41) begins with a funnel-shaped section (42) which serves as a finding funnel (42) and narrows to a slot-shaped or blind-hole-shaped section (43) which has a diameter which corresponds approximately to the diameter of a reinforcing iron (46), and this section narrows further towards the ceiling wall (15) to a narrow slot (44) which ends in a circular hole (45), the hole (45) having a diameter which corresponds approximately to the diameter of a reinforcing iron (46) and the slot (41) being arranged so close to the transverse edge (14) that the wall section (14a) delimited by the slot (41) and the edge (14) can be pivoted elastically when a reinforcing iron (46) is inserted into the slot (41). 20. Transport anchor device according to one or more of the preceding claims, characterized,
that the slot (41) has a length which corresponds approximately to one third of the length of the transverse edges (14) of the broad side walls (12). 21. Transport anchor device according to one or more of the preceding claims, characterized,
that from a transverse edge (14) a slot-like slot (50) is introduced into the broad side walls (12) parallel to the longitudinal edge (13a) and at a distance therefrom, so that an elastically pivotable or deviating conversion section (13a) is formed. 22. Transport anchor device according to claim 21,
characterized, that the insertion slot (50) is arranged with its longitudinal axis (51) at the level of the blind hole-shaped clamping section (43) of the clamping or locking slot (41) located in the same broad side wall (12). 23. Transport anchor device according to claim 21,
characterized, that the plug slot (50) is arranged with its longitudinal axis (51) at the level of the circular hole (45) of the slot (41). 24. Transport anchor device according to one or more of claims 21 to 23, characterized, that the slot (50) extends over half the length of the side wall (12). 25. Transport anchor device according to one or more of the preceding claims, characterized, that free spaces, openings or recesses are arranged in the broad side walls (12). 26. Transport anchor device according to one or more of the preceding claims, characterized,
that the trough cup (4) is frustoconical or conical cup-shaped with a jacket wall (47) and a flat bottom wall (48). • * 27. Transport anchor device according to one or more of the preceding claims, characterized, that the cross-section of the trough cup (4) is round, rounded, elliptical or polygonal. 28. Transport anchor device according to one or more of the preceding claims, characterized,
that the trough cup consists of a plastic material, in particular a flexible plastic material such as rubber or the like. 29. Transport anchor device according to one or more of claims 1 to 27, characterized,
that the trough cup (4) for creating the trough in the concrete component is a compact trough body (4) made of a material which decomposes during steam hardening. 30. Transport anchor device according to one or more of the preceding claims, characterized,
that a rectangular slot is made in the bottom wall (48) of the trough cup (4), which is dimensioned such that it corresponds to the cross-section of a flat strip steel of a transport anchor (2) or is slightly smaller, so that the trough cup (4) rests on the transport anchor (2) on all sides with the edges of the slot in the bottom wall (48), preferably with pressure. 31. Transport anchor device according to one or more of the preceding claims, characterized, that in the assembled state of the transport anchor (2) and the retaining plate (3), the edges delimiting the hole (27) the ceiling wall (15) in the area of the webs (34) are arranged in the slots (8) of the transport anchor (2), wherein the transport anchor (2) is limited on both sides in the area of the webs (34) by the free ends (3 7) of two locking spring arms (3 6), whereby ^the transport anchor (2) is arranged firmly locked to the retaining plate (3). 32. Transport anchor device according to one or more of claims 1 to 30, characterized,
that in the assembled state of the transport anchor (2) and the retaining plate (3), the beads (55) of the transport anchor (2) rest from below on the ceiling wall (15), the transport anchor (2) resting in the elongated hole (54) and welding points (56) are set on the transport anchor (2) in the area of the narrow side edges (9) of the transport anchor (2) as a counter-hold to the stops (55). 33. Transport anchor device according to one or more of claims 1 to 30, characterized, that in the assembled state of the transport anchor (2) and the retaining plate (3), the transport anchor (2) with the beads (55) rests against the underside of the ceiling wall (15) in the slotted hole (54), whereby as a counter-support to the beads (55) a locking bolt (58) is arranged in a hole (57) of the transport anchor (2) adjacent to the ceiling wall (15), which spans the elongated hole (54). 34. Transport anchor device according to one or more of the preceding claims, characterized, that the retaining plate (3) is arranged on spacer elements (60) for reinforcement mats. 35. Transport anchor device according to claim 34,
characterized, that the retaining plate (3) with slots (41) is placed on arms (62) of the spacer element (60). 36. Transport anchor device according to claim 34,
characterized, that the spacer element (60) has a central cylinder (61a) with a hole (61), the arms (62) are formed so as to extend outwards, the retaining plate (3) has a protruding tab (70a) with a hole (70) on a free transverse edge (19, 24) of the ceiling wall (15) and the retaining plate (3) rests on the spacer elements (60) from above with the tab (70a) in such a way that the holes (61, 70) are aligned, a locking pin (71) being inserted through the holes (61, 70) so that the retaining plate (3) is locked to the spacer element (60) with the locking pin (71). 37. Transport anchor device according to one or more of the preceding claims, characterized,
that the trough cup (4) with the opening pointing upwards and the bottom wall (48) resting on the ceiling wall (15) is arranged on the part of the transport anchor (2) projecting beyond the ceiling wall (15), the transport anchor (2) resting in the slot of the bottom wall (48).