EP0050817A2 - Lightened anchoring heads - Google Patents

Lightened anchoring heads Download PDF

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Publication number
EP0050817A2
EP0050817A2 EP81108473A EP81108473A EP0050817A2 EP 0050817 A2 EP0050817 A2 EP 0050817A2 EP 81108473 A EP81108473 A EP 81108473A EP 81108473 A EP81108473 A EP 81108473A EP 0050817 A2 EP0050817 A2 EP 0050817A2
Authority
EP
European Patent Office
Prior art keywords
head
anchoring
strands
truncated pyramid
pyramid shape
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP81108473A
Other languages
German (de)
French (fr)
Other versions
EP0050817A3 (en
Inventor
Cesare Prevedini
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
FIN EST SpA
PONTEGGI EST SpA
Original Assignee
FIN EST SpA
PONTEGGI EST SpA
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by FIN EST SpA, PONTEGGI EST SpA filed Critical FIN EST SpA
Publication of EP0050817A2 publication Critical patent/EP0050817A2/en
Publication of EP0050817A3 publication Critical patent/EP0050817A3/en
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08Members specially adapted to be used in prestressed constructions
    • E04C5/12Anchoring devices
    • E04C5/122Anchoring devices the tensile members are anchored by wedge-action

Definitions

  • This invention relates to heads for positioning and spacing strands or cables operating for compressing, or anyhow subjecting to a stress metal or concrete structures when such strands or cables are pulled by means of jacks or the like.
  • the heads hitherto used are formed of a shaped crown, on which the bearings are provided for the individual anchorings of the cables or strands, the projection of each bearing in longitudinal direction of the head involving the concrete or the head cast iron, so that said cast iron with which the head is formed is stressed only to compression.
  • the above object has been accomplished by providing the head of substantially truncated pyramid shape and provided at the end of the major base with brackets as bearings for the anchorings, which react to the bending or flexure caused by the tractive stress of each individual strand or cable.
  • brackets as bearings for the anchorings, which react to the bending or flexure caused by the tractive stress of each individual strand or cable.
  • heads are obtained with reduced front impression. Therefore, to avoid an undue stress on the supporting structure for the stresses under plate, it is convenient to provide in the truncated pyramid body of the head one or more tabs or fins distributing the stress or tractive stress on the structure to be stressed.
  • the tab or fin surface is such that the stresses are uniformly distributed.
  • reference numeral 10 generally denotes a head comprising a body 11 externally provided with ribs 14 for improving the adhesion of body 11 of said head 10 to the concrete, where the head here shown should be mounted within a structure made with this material.
  • the head here shown by way of example, is of truncated pyramid shape with triangular base, since the passage is provided therein for only three cables or strands, the axes of which are indicated at 0.
  • the minor base of the head is of the shape shown in the sectional view of Fig. 3, then gradually takes an increasing triangular shape, as shown in Figs. 4, 5 and 6.
  • a head 20 according to the present invention, provided for example for five strands or cables, comprises a body 21 having an inlet port 22 for the anchoring strands or cable, and an outlet port 23, the latter . remaining the only one visible at the end of cast.
  • the five strands will have the axis arranged along lines 0-0, so that bending reacting brackets 27 and 28 will be also here formed.
  • the head body 21 has been shown by dotted lines.
  • this body 21 is of about truncated pyramid shape with rounded corners and on its outer surface has fins or tabs 24, 25, 26 made with a surface 24a, 25a and 26a extending in a plane perpendicular to the axis A-A of the head.
  • This surface is calculated as bearing surface for the head to the concrete.
  • these fins or tabs have to be calculated to withstand the thrust acting thereon, particularly are such as not to break at the connecting zone thereof to said body 21, and therefore will rearwardly have an inclined surface 24b, 25b and 26b for resisting the moment developed by the bearing.
  • the bearing surface. 24a for the fins or tabs 24 is of circular crown shape having a larger thickness 24c than thickness 25c which, in turn, is larger than the thickness 26c of the third fin or tab. Since the fins or tabs are arranged at different heights on a body of truncated pyramid shape, the dimensions thereof are preferably such that the bearing surfaces 24a, 25a and 26a are of nearly constant area. Thus, the subdivision or distribution of the load on . the concrete structure will be quite uniform.
  • Fig. 9 shows a head 30 having a body 31. This head is provided for twelve strands, . each of which at pulling position has the axis arranged at 0. In this case the brackets have been shown at 37 and 38.

Abstract

Anchoring head for positioning and spacing the strands or cables forming an anchoring device comprising a body (21) of truncated pyramid shape and at the end of the major base provided with brackets (27) capable of reacting to the tractive stress of each individual strand. It is also contemplated that the body (21) of truncated pyramid shape is provided with at least one tab or fin (24, 25, 26), on which the stress acting on the anchoring head (20) is partially relieved. In case of a plurality of tabs or fins, it is provided that the area thereof, as measured in a plane perpendicular to the axis (A-A) of the head, is nearly constant.

Description

  • This invention relates to heads for positioning and spacing strands or cables operating for compressing, or anyhow subjecting to a stress metal or concrete structures when such strands or cables are pulled by means of jacks or the like.
  • The heads hitherto used are formed of a shaped crown, on which the bearings are provided for the individual anchorings of the cables or strands, the projection of each bearing in longitudinal direction of the head involving the concrete or the head cast iron, so that said cast iron with which the head is formed is stressed only to compression.
  • Heads thus made are extremely costly because of the high weight thereof.
  • Therefore, it is the object of the present invention to provide lightened heads, however allowing a sufficient spacing of the strands or cables and at the same time a good load transmission on the metal or concrete structure.
  • The above object has been accomplished by providing the head of substantially truncated pyramid shape and provided at the end of the major base with brackets as bearings for the anchorings, which react to the bending or flexure caused by the tractive stress of each individual strand or cable. Thus, heads are obtained with reduced front impression. Therefore, to avoid an undue stress on the supporting structure for the stresses under plate, it is convenient to provide in the truncated pyramid body of the head one or more tabs or fins distributing the stress or tractive stress on the structure to be stressed. Generally, it is preferred that the tab or fin surface is such that the stresses are uniformly distributed.
  • The present invention will now be better explained with reference to some exemplary embodiments that have been shown in the accompanying drawings, in which:
    • Fig. 1 is a front view from the major base of the head according to the present invention;
    • Fig. 2 is a sectional view taken along line 2-2 of Fig.. 1;
    • Fig. 3 is a sectional view taken along line 3-3 of Fig. 2;
    • Fig. 4 is a sectional view taken along line 4-4 of Fig. 1;
    • Fig. 5 is a sectional view taken along line 5-5 of Fig. 2;
    • Fig. 6 is a view taken along line 6-6 of Fig. 2;
    • Fig. 7 is a front view of a head for five strands;
    • Fig. 8 is a sectional view taken along line 8-8 of Fig. 7; and
    • Fig. 9 is a front view of a head for twelve strands.
  • Referring first to Figs. 1 to 6, it will be seen that reference numeral 10 generally denotes a head comprising a body 11 externally provided with ribs 14 for improving the adhesion of body 11 of said head 10 to the concrete, where the head here shown should be mounted within a structure made with this material. The head, here shown by way of example, is of truncated pyramid shape with triangular base, since the passage is provided therein for only three cables or strands, the axes of which are indicated at 0. The minor base of the head is of the shape shown in the sectional view of Fig. 3, then gradually takes an increasing triangular shape, as shown in Figs. 4, 5 and 6.
  • As it will be seen from the drawings, the point of application for the forces exerted by the strands is coincident with the axis of the latter, which has been indicated at 0. These forces cause a' bending stress or reaction in each individual bracket 17, so that these brackets should be correspondingly calculated to withstand this stress.
  • Referring now to Figs. 7 and 8, it will be seen that a head 20 according to the present invention, provided for example for five strands or cables, comprises a body 21 having an inlet port 22 for the anchoring strands or cable, and an outlet port 23, the latter . remaining the only one visible at the end of cast. The five strands will have the axis arranged along lines 0-0, so that bending reacting brackets 27 and 28 will be also here formed. In Fig. 7, the head body 21 has been shown by dotted lines. Generally, this body 21 is of about truncated pyramid shape with rounded corners and on its outer surface has fins or tabs 24, 25, 26 made with a surface 24a, 25a and 26a extending in a plane perpendicular to the axis A-A of the head. This surface is calculated as bearing surface for the head to the concrete. Obviously, these fins or tabs have to be calculated to withstand the thrust acting thereon, particularly are such as not to break at the connecting zone thereof to said body 21, and therefore will rearwardly have an inclined surface 24b, 25b and 26b for resisting the moment developed by the bearing.
  • The bearing surface. 24a for the fins or tabs 24 is of circular crown shape having a larger thickness 24c than thickness 25c which, in turn, is larger than the thickness 26c of the third fin or tab. Since the fins or tabs are arranged at different heights on a body of truncated pyramid shape, the dimensions thereof are preferably such that the bearing surfaces 24a, 25a and 26a are of nearly constant area. Thus, the subdivision or distribution of the load on . the concrete structure will be quite uniform. Fig. 9 shows a head 30 having a body 31. This head is provided for twelve strands, . each of which at pulling position has the axis arranged at 0. In this case the brackets have been shown at 37 and 38.

Claims (4)

1. An anchoring head for positioning and spacing the strands or cables forming an anchoring device, characterized in that the body (11, 21, 31) is of truncated pyramid shape and at the end of the major base provided with brackets (17; 27, 28; 37, 38) capable of reacting to the tractive stress of each individual strand.
2. An anchoring head according to Claim 1, characterized in that the body (21) of truncated pyramid shape is externally provided with at least one fin or tab (24, 25, 26), on which the stress acting on the anchoring head (20) is partially relieved.
3. An anchoring head according to Claim 2, characterized in that one (24a, 25a, 26a) of the surfaces of each fin or tab (24, 25, 26) is contained in a plane perpendicular to the axis (A-A) of the head.
4. A head according to Claim 2 or 3, characterized in that . said fins or tabs (24, 25, 26) are more than one and the area thereof, as measured in a plane perpendicular to the axis (A-A) of the head, is nearly constant.
EP81108473A 1980-10-23 1981-10-18 Lightened anchoring heads Withdrawn EP0050817A3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT25526/80A IT1133999B (en) 1980-10-23 1980-10-23 LIGHTENED ANCHOR HEADS
IT2552680 1980-10-23

Publications (2)

Publication Number Publication Date
EP0050817A2 true EP0050817A2 (en) 1982-05-05
EP0050817A3 EP0050817A3 (en) 1982-07-14

Family

ID=11216965

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81108473A Withdrawn EP0050817A3 (en) 1980-10-23 1981-10-18 Lightened anchoring heads

Country Status (2)

Country Link
EP (1) EP0050817A3 (en)
IT (1) IT1133999B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2628777A1 (en) * 1988-03-18 1989-09-22 Vsl France Anchorages for polyethylene sleeved cables for prestressed masonry - to brace and seal the cable passage openings
EP0935034A1 (en) * 1998-02-09 1999-08-11 VSL International AG Method of manufacturing of an anchoring, anchoring piece and tensioning element for this purpose

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3048907A (en) * 1958-02-07 1962-08-14 Intercontinental Equipment Co Means for securing wires or rods in the stressed condition
US3137971A (en) * 1959-07-15 1964-06-23 Cable Covers Ltd Stressed concrete structures
GB1117114A (en) * 1964-10-26 1968-06-12 Lift Slab Pty Ltd Anchorages for concrete pre-stressing tendons

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3048907A (en) * 1958-02-07 1962-08-14 Intercontinental Equipment Co Means for securing wires or rods in the stressed condition
US3137971A (en) * 1959-07-15 1964-06-23 Cable Covers Ltd Stressed concrete structures
GB1117114A (en) * 1964-10-26 1968-06-12 Lift Slab Pty Ltd Anchorages for concrete pre-stressing tendons

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2628777A1 (en) * 1988-03-18 1989-09-22 Vsl France Anchorages for polyethylene sleeved cables for prestressed masonry - to brace and seal the cable passage openings
EP0935034A1 (en) * 1998-02-09 1999-08-11 VSL International AG Method of manufacturing of an anchoring, anchoring piece and tensioning element for this purpose
US6216403B1 (en) 1998-02-09 2001-04-17 Vsl International Ag Method, member, and tendon for constructing an anchoring device
AU748723B2 (en) * 1998-02-09 2002-06-13 Vsl International Ag Method, member and tendon for constructing an anchoring device

Also Published As

Publication number Publication date
IT8025526A0 (en) 1980-10-23
IT1133999B (en) 1986-07-24
EP0050817A3 (en) 1982-07-14

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PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

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AK Designated contracting states

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Effective date: 19821223

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Effective date: 19831202

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Inventor name: PREVEDINI, CESARE