EP3622133A1

EP3622133A1 - Angled boom comprising variable cross-section for mobile concrete pumps

Info

Publication number: EP3622133A1
Application number: EP18725450.3A
Authority: EP
Inventors: Jens HÄFNER; Peter MÖGLE; Ansgar MÜLLER; Knut Kasten
Original assignee: Putzmeister Engineering GmbH
Current assignee: Putzmeister Engineering GmbH
Priority date: 2017-05-12
Filing date: 2018-05-09
Publication date: 2020-03-18
Anticipated expiration: 2038-05-09
Also published as: KR20200006069A; US11952788B2; CN110621833B; WO2018206703A1; DE102017208031A1; EP3622133B1; CN110621833A; US20200199897A1; KR102327429B1

Abstract

The invention relates to a boom (5) for mobile concrete pumps (1) and to a mobile concrete pump (1). The boom (5) has a first and a second end (10, 11), and between the first and the second end (10, 11) of the boom (5) there is at least one angled section (12) in which main bending loads occurring during proper use are effective as torsional loads. The boom consists of composite fibre material. Away from the angled region (12), the height (h) of the boom (5) in cross section is greater than the width (b) of the boom (5) in cross section, and in the angled region (12), the width (b) of the boom (12) in cross section is greater than or equal to the height (h) of the boom (5) in cross section (5). The invention also relates to a concrete pump (1) having a distribution boom (2) which is arranged on an undercarriage (3) and comprises at least two booms (5), at least one of which is designed according to the invention.

Description

Cranked cantilever arm with variable

Cross section for mobile concrete pumps

The invention relates to a boom for mobile concrete pumps and a mobile concrete pump. Mobile concrete pumps regularly have a jib arranged on a mobile substructure with a conveying line running along it, through which flowable concrete can be pumped. The cantilever comprises several Ausle ^¬ gerarme which can be pivoted about pivot axes in each case transversely to the longitudinal direction of the cantilever arm relative to each other.

This makes it possible in principle to combine the boom so that it does not exceed a predetermined maximum height together with the mobile base. The specified ^differently bene maximum height may, for example thereby. Comply with the usual clearance heights in road traffic, so that the mobile concrete pump can move through also under bridges and through tunnels.

To be able to collapse the boom as small as possible and thus to achieve the largest possible maximum number of boom arms, it is known that individual boom arms are designed cranked. Characterized the cantilever arms when folding to the described swivel axes can be put partially next to each other, so that the package of the folded cantilever arms having a lower height than a entspre ^¬ and fair package of folded cantilever arms, in which no cantilever arm is cranked.

From the prior art made of steel cranked cantilever arms are known. These cantilever arms a plurality of steel profiles with the same cross section are ver ^¬ welded to each other such that the desired bend is formed, wherein in the Usually two steel profiles substantially pa rallel ^¬ arranged at a right-angle bend and are connected together by a to duri ^¬ fendes at an angle third steel profile.

To accommodate the forces acting on the cantilever arm during operation as well as to enable the production of cranking by means of welding, the steel profile must have a certain wall thickness. As a result, a cranked extension arm according to the prior art in a not inconsiderable Ge ^¬ weight. In particular, since the number of possible cantilever arms of a mobile concrete pump - and thus often the maximum achievable height - is often limited by the maximum permissible total weight of the concrete pump or their maximum permissible axle load, the high weight of the individual cantilever arms and in particular cranked cantilever arms according to the prior art disadvantageous.

The invention has for its object to provide a cranked boom and a mobile concrete pump, at de ^¬ nen the disadvantages of the prior art no longer occur or only to a lesser extent.

This object is achieved by a cantilever arm according to the main claim and a mobile concrete pump according to the nebengeord ^¬ Neten claim 12. Advantageous developments are the subject of the dependent claims. Accordingly, the invention relates to a boom, in particular for the distribution boom of a concrete pump, with a first and a second end, wherein between the first and the second end of the boom at least one cranked portion is seen ^¬ before, occurring in the proper use of main bending loads as Torsionsbelastungen act, and the A cantilever arm made of fiber composite material, wherein the height of the cantilever arm in cross-section is greater than the width of the cantilever arm in cross-section and in the cranked region, the width of the cantilever arm in cross-section greater than or equal to the height of the cantilever arm in cross-section.

The invention further relates to a concrete pump with a distribution boom arranged on a substructure comprising at least two extension arms, wherein at least one extension arm is designed according to the invention.

First, some terms used in connection with the invention will be explained:

The terms "width" and "height" of the extension arm refer to the dimensions of the extension arm, such as those for the calculation of the area moment of inertia about a pivot axis of the

Auslegerarms are defined. As a pivot axis of the boom arm while an axis is designated to the extension arm can be UNMIT ^¬ telbar pivoted relative to an adjacent boom arm relative thereto. In the case of a "continuous fiber-reinforced fiber composite material", the fibers or continuous fibers have a length of generally more than 50 mm, in particular the fiber length is such that they can no longer be processed in an extrusion process as a flat raw material or roving, which can then be processed into fiber composite material. "Ro ^¬ ving" designates a bundle, strand or multifilament yarn from essentially parallel endless fibers. A "flat raw material" may be, for example, a woven fabric, a scrim, a knit or a braid. By the extension arm according to the invention is made of fiber composite material can be basically a Gewichtseinspa ^¬ tion compared to a similar extension arm reach of steel. Due to the significantly lower specific overall Klobuk of fiber composite material is a significant Ge ^¬ weight reduction can be achieved compared to the steel construction often, even if a slightly greater wall thickness must be selected if necessary in order to achieve a comparable stiffness.

While a corresponding exchange of materials, in particular for non-cranked cantilever arms while maintaining the shape may be fundamentally possible, the invention is based on the knowledge that at least in cranked Auslegerar ^¬ men a simple change of material is not readily possible or at least no greater weight savings supplies , This is due, inter alia, to the fact that with bent extension arms made of fiber composite material, the wall thickness can not be substantially reduced compared to a steel version, without the stiffness of Aus ^¬ legearms in the range of cranking is reduced to an unacceptable level for use in concrete pumps.

The invention has recognized that in the region of the cranking part of the forces acting on the cantilever arm normal loads, which are originally to bending loads act as torsional loads. Based on this knowledge, the invention provides that this particular form of load in the area of the cranking is not countered by a greater wall thickness, but rather by shaping adapted to the load. While away from the cranked Be ^¬ Reich, the height of the boom in cross-section is greater than the width of the cantilever arm in cross-section - which can be in the ^¬ special bending loads absorb well - is in the cranked region the width of the cantilever arm in cross-section greater than or equal to the height of the cantilever arm in cross section. By means of the cross-sectional adaptation according to the invention, it is often possible to achieve sufficient rigidity even in the area of the cranking without an increase in the wall thickness being necessary.

From the specified relationship between bending stress of the total of the cantilever arm and the resulting torsional ^¬ load in the range of the offset is clear immediately that the boom is cranked in a plane perpendicular to the bending load. Only in this case, namely, the torsional stresses in question occur. In particular, the extension arm can be cranked in a plane which is parallel to Wenig ^¬ least one of the pivot axes about which the boom may be pivoted in each case relative to an adjacent boom arms. With a corresponding offset, the juxtaposition of cantilever arms known from the prior art when folding a cantilever is possible.

Rather, it is preferred if the wall thickness in the region of the offset is smaller or substantially equal to the wall thickness apart from the offset.

The height of the cantilever arm in cross section is in the range of cranking preferably equal to the height of the cantilever arm in cross section off the crank, said height often corresponds to reasons of rigidity of the maximum available height for the cantilever. In which the height over the entire length of the cantilever arm is the same, is sicherge ^¬ assumed that the forces acting on the cantilever bending Bela ^¬ obligations is taken uniformly over its entire length.

The latter also applies when the cantilever arm is tapering in height from one end to the other end, the height at one end is higher than at the other end. In this case, it is preferable if the height of the boom in cross ^¬ cut over the area of the bend away uniform is too ^¬ continuously. In particular, a step-shaped adjustment of the height should be dispensed with.

It is preferred if the transition between the cross section of the cantilever arm away from the cranked region and the cross section of the cantilever ^arm in the cranked region is so fluid that no additional notch effect is created by the transition. By an appropriate transition so additional loads on the fiber composite material, which could basically occur due to unfavorable shape of the boom, avoided.

It is preferable if the cross section of the boom in the overall kröpften area based on a substantially octagonal basic shape with a p4 symmetry, where the symmetry ^¬ axes forming edges are preferably greater than the other edges and / or in the width direction Cross-sectional edges are longer than the running in the direction of the height of the cross-section edges. By appropriate shaping, the bending and torsion stresses occurring in the bent region can be well absorbed.

Preferably, the cross-section of the boom away from the cranked area based on a substantially octagonal shape with a p4 symmetry, wherein the Symmetrieach ^¬ sen forming edges are preferably greater than the other edges and / or extending in the direction of the height of the cross section edges longer are as the edges extending in the direction of the width of the cross section. Since the bending loads dominate in the area beyond the cranking, the cross-section is optimized to this effect. It is preferred if there are at least curved on a part of the edge of the boom in cross-section convex toward the outside, where at ^¬ this can also apply them both off for the range of the offset as well. By a corresponding partially convex shaping, the torsional stiffness of the cantilever arm he ^¬ be increased.

It is preferred if the corners are rounded in the cross section of the boom ^¬ arms. By appropriately rounded corners voltage peaks can be avoided or at least reduced.

Preferably, the cantilever arm at least one passage opening ^¬ as a pivot point, with the opposite Be ^¬ rich of the outer surfaces of the cantilever in which one of the passage openings opens out are respectively parallel to each other staltet excluded. By the outer surfaces in the region of a corresponding passage opening through which, for example, a hinge pin can be guided, are arranged parallel to each other, the connection of the boom according to the invention to other components, such as. Another cantilever arm is simplified. The cantilever arm is preferably made of continuous fiber reinforced fiber composite material and may be formed of fiber fabric, fiber fabric, fiber braid or a combination thereof. In particular, in the case of a fiber fabric, it is possible to store the individual fibers or rovings optimized in a form for the boom. It is also possible to use specially prepared preform scrims in which the individual fibers are fastened in the desired course on a carrier fabric, for example by sewing.

It is also possible that the cantilever arm is made from prefabricated mats by lamination. The fibers can be arranged differently. Thus, a quasi-isotropic in Wesent ^¬ union assembly of ± 0 ° / + 45 ° / ± 90 ° / -45 ° or ± 0 ° / + 30 ^° / + 60 ^° / ± 90 ^° / -60 ^° / -30 ° possible , The layers can be laminated individually or in the form of prefabricated multilayer fabrics. It is also possible to use unidirectional scrims which are laid in a form for the boom according to the expected loads.

For the introduction of the matrix during or after the laying of the fibers, suitable methods are known in the prior art. Thus, the fiber deposition, dry (with subsequent introduction of the matrix material), or in the form of prepreg (impregnated with duroplasti ^¬ schem matrix material fibers) may wet (ie with the matrix mate rial impregnated ^¬) take place. As Mat ^¬ rixmaterial resin, preferably epoxy resin can be used in particular.

It can also be provided that at least in some areas of the cantilever arm between two layers of Faserverbundma ^¬ material is provided a core material for forming a sandwich structure. The core material may be, for example, balsa wood or foam.

To explain the concrete pump according to the invention, reference is made to the above statements.

The invention will now be described by way of example with reference to an advantageous embodiment with reference to the accompanying drawings. Show it:

Figure 1: an embodiment of a mobile concrete pump according to the invention;

FIG. 2 shows a detailed illustration of two extension arms of the

Concrete pump of Figure 1; FIG. 3 shows a cross section through the bent arm of FIG. 2 in the region of the crank; and

Figure 4: a cross section through the cranked boom of Figure 2 in the area off the crank. The mobile concrete pump 1 with distributor boom 2 shown in FIG. 1 is a truck-mounted concrete pump, in which the distributor boom 2 is fastened to a mobile substructure 3. The distribution boom 2 is hinged and includes this meh ^¬ eral, by hydraulic cylinder 4 relative to each other pivotable bare cantilever arms 5, in which is guided (only partially presented Darge ^¬) delivery line 6 for flowing concrete. By means of a core arranged on the substructure 3 pump 7 may flowable concrete from the hopper 8 through the feed pipe 6 with the free open end 6 of the conveying line 6 conveys ^λ overall be.

In Figure 2, two of the boom arms 5 of the concrete pump 1 of Figure 1 are shown individually, wherein one of the two boom arms 5 cranked and at least the cranked boom arm 5 is made of continuous fiber reinforced fiber composite material. The two extension arms 5 are pivotally connected via a hinge pin 9 relative to each other.

The cranked extension arm 5 in FIG. 2 comprises a cranked region 12 arranged between the first end 10 and the second end 11 of the extension arm 5, the offset lying in a plane parallel to the hinge pin 9 or the pivot axis defined thereby. FIG. 3 shows a cross section through the cantilever arm 5 in the cranked region, while FIG. 4 shows a cross section through the same cantilever arm 5 but away from the cranked region 12. As shown in Figures 3 and 4, both cross-sections based on an octagonal basic shape 13 shown in dashed lines in each edge 15, 15 15 ^{λ λ} and marks displayed corners 14, which - as indicated by the illustrated as dot-dash lines symmetry axes 16 - in each case one p4 Symmetry. In this case, those edges are 15,

15 which are used to form the axes of symmetry 16, longer than the edges 15 ^{λ λ} , the no axis of symmetry

16 cut. As can be seen directly in FIG. 3, in the area of

Crease 12 in cross-section those edges 15 which extend in the direction of the width b longer than those edges 15 which extend in the direction of the height h. Offside the bend it is the other way around. As can be seen in Figure 4, there are those edges 15 which extend in the direction of the height h, longer than the edges 15 which extend in the direction of the width b.

Both in the area of the offset 12 (see FIG. 3) and away from it (see FIG. 4) is curved at the edges 15, 15 ^λ of the extension arm 5 outwardly convex. The curvature is designed so that the boom 5 has a constant height h over its entire length. Accordingly, the visible in Figure 2 top of the boom 5 is free of steps. It can also be seen in FIG. 2 that the transition from the cross section of the extension arm 5 in the cranked region 12 to the cross section away from this region 12 is so fluid that no additional notch effect is created by the change in cross section. In order to avoid other possible voltage peaks, the cantilever arm 5 is rounded in cross-section at the corners 14 (compare Figures 3 and 4). In Figure 4 is further shown that the boom 5 is extended in certain areas to the outside, that arise two opposite parallel outer surfaces 17. At these parallel outer surfaces 17, a passage opening 18 (of which only the axis shown), for example, for the implementation of the hinge pin 9 (see Figure 2) is provided. Corresponding outer surfaces 17 may also be provided in regions of other passage openings 18.

The cantilever arm 5 is made in one piece from continuous fiber-reinforced fiber composite material, wherein the cantilever arm 5 is laminated by known methods from prefabricated mats. Over the entire length of the extension arm 5, the number of seen to create the structure over the cross section is constant. As a result, the cross-sectional area also remains constant over the entire length of the extension arm 5. However, since the cross section of the ^{extension arm} 5 in the region of the crank 12 (see FIG. 3) has a larger circumference than outside this region (see FIG. 4), the wall thickness in the region of the crank 12 is slightly reduced in individual subregions in order to continue to achieve the same cross-sectional area.

Claims

claims

Cantilever arm (5), in particular for the distribution boom (2) ei ^¬ ner concrete pump (1) having a first and a second end (10, 11), wherein between the first and the second end (10, 11) of the cantilever arm (5 ) at least one cranked Ab ^{¬ section} (12) is provided, in which act in proper use occurring main bending loads as torsional loads,

characterized in that

the extension arm (5) of fiber composite material, wherein from ^¬ part of the cranked portion (12), the height (h) of the interpretation ^¬ gerarms (5) is larger in cross section than the width (b) of the cantilever arm (5) in cross section and in be cranked ^¬ rich (12) the width (b) of the cantilever arm (12) in cross section ^¬ (5) equal to the height (h) is greater than the boom (5) in cross section.

Cantilever arm according to claim 1,

characterized in that

the transition between the cross section of the cantilever arm (5) away from the cranked region (12) and the cross section of the cantilever arm (5) in the cranked region (12) is so fluid that no additional notch effect is created by the transition.

Arm according to one of the preceding claims, characterized in that

the cross-section of the boom (5) in the cranked portion on a substantially octagonal basic shape (15, 15 15 ^{λ λ)} is based with a p4 symmetry, wherein the Symmet ^¬ rieachsen forming (16) edges (15, 15 ^λ) is preferably greater are as the other edges (15 ^{λ λ} ) and / or extending in the direction of the width (b) of the cross-section edges (15) are longer than in the direction of the height (h) of the cross-section extending edges (15 ^λ ).

Arm according to one of the preceding claims, characterized in that

the cross-section of the boom (5) away from the cranked portion (12) is based on a substantially octagonal shape with a p4 symmetry, wherein the Symmet ^¬ rieachsen forming (16) edges (15, 15 ^λ) are preferably larger than the other Edges (15 ^{λ λ} ) and / or running in the direction of the height (h) of the cross-section edges (15 ^λ ) are longer than the extending in the direction of the width (b) of the cross-section edges (15).

Arm according to one of claims 3 or 4,

characterized in that

at least at a part of the edges (15, 15 15 ^{λ λ} ) of the extension arm (5) in convex cross-section are curved outward.

Arm according to one of claims 3 to 5,

characterized in that

the corners (14) in the cross section of the cantilever arm (5) are abgerun ^¬ det.

Arm according to one of the preceding claims, characterized in that

the cantilever arm (5) has at least one through-opening (18) as a point of articulation, the opposite Be ^¬ rich the outer surfaces (17) of the cantilever arm (5), in which one of the through-openings (18) opens in each case parallel to each other.

Arm according to one of the preceding claims, characterized in that the wall thickness in the region of the bend (12) is less than or substantially equal to the wall thickness away from the crank (12) and / or the cross-sectional area in the range of Kroep ^¬ Fung (12) is substantially equal to the cross-sectional area away from the area of the bend (12) ,

Arm according to one of the preceding claims, characterized in that

the height (h) of the cantilever arm (5) in cross section in the region of the crank (12) is preferably equal to the height (h) of the cantilever arm (5) in cross section away from the crank (12).

Arm according to one of claims 1 to 9,

characterized in that

the cantilever arm (5) from its one end (10) to the other end (11) in its height (h) over the region of the crank (12) of time is uniformly tapered away.

Arm according to one of the preceding claims, characterized in that

the cantilever arm (5) is of continuous fiber reinforced fiber composite material. 12. concrete pump (1) with a substructure (3) ^{arrange ¬} distribution boom (2) comprising at least two boom arms ^¬ (5),

characterized in that

at least one extension arm (5) according to one of claims 1 to 11 is formed.