WO1987003636A1 - Prestressing cable for precast concrete units - Google Patents
Prestressing cable for precast concrete units Download PDFInfo
- Publication number
- WO1987003636A1 WO1987003636A1 PCT/FI1986/000145 FI8600145W WO8703636A1 WO 1987003636 A1 WO1987003636 A1 WO 1987003636A1 FI 8600145 W FI8600145 W FI 8600145W WO 8703636 A1 WO8703636 A1 WO 8703636A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- wires
- core part
- cable
- outer wires
- twisted around
- Prior art date
Links
Classifications
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B1/00—Constructional features of ropes or cables
- D07B1/06—Ropes or cables built-up from metal wires, e.g. of section wires around a hemp core
- D07B1/0693—Ropes or cables built-up from metal wires, e.g. of section wires around a hemp core having a strand configuration
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B2201/00—Ropes or cables
- D07B2201/20—Rope or cable components
- D07B2201/2015—Strands
- D07B2201/2024—Strands twisted
- D07B2201/2029—Open winding
- D07B2201/2031—Different twist pitch
- D07B2201/2032—Different twist pitch compared with the core
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B2201/00—Ropes or cables
- D07B2201/20—Rope or cable components
- D07B2201/2047—Cores
- D07B2201/2052—Cores characterised by their structure
- D07B2201/2059—Cores characterised by their structure comprising wires
- D07B2201/2061—Cores characterised by their structure comprising wires resulting in a twisted structure
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B2501/00—Application field
- D07B2501/20—Application field related to ropes or cables
- D07B2501/2015—Construction industries
- D07B2501/2023—Concrete enforcements
Definitions
- the present invention concerns a prestressing cable for precast concrete units, which said cable con- sists of a core part and of outer wires twisted around the core part, whereat the core part consists of two wires twisted around each other, the section of the said wires being based on a circle, or of one wire twisted around its own axis and having a flattened section.
- prestressing cables of steel are used, which are subjected to a tensile strain before casting of the concrete structure. Most commonly the cable consists of six individual wires twisted around a core wire.
- the object of the present invention is to im ⁇ prove the adherence of the cable to the concrete.
- the prestressing cable in accordance with the invention is characterized in that the direction of twisting of the core part is opposite to the direction of twisting of "che outer wires.
- Figure 1 shows a cross-section of the core part used in a cable of one embodiment.
- Figure 2 is a side view of the same core part.
- Figure 3 shows a cross section of a cable of one embodiment.
- Figure 4 is a side view of the same cable
- Figure 5 shows a cross-section of the core part used in a cable of a second embodiment.
- Figure 6 is a side view of the same core part
- Figure 7 is an axonometric view of a cable of a further embodiment, as cut into three parts.
- the core part in the cable in accordance with the invention may consist of two wires 1 , whose section is circular ( Figures 1 to 4) . These two wires are twisted around each other. According to Fig. 2, the twisting of the core part is right-handed, i.e. S-spiral.
- outer wires 2 Around the core part, six outer wires 2 have been twisted, whose section is also circular and whose diameter is about 1 _ times the diameter of the wires 1 in the core part ( Figures 3 and 4) .
- the direction of twisting of the outer wires is opposite to the direction of twisting of the wires in the core part. According to Fig. 4, the direction of twisting of the outer wires is left-handed, i.e. Z-spiral.
- the pitch of the spiral of the outer wires is- considerably higher than the pitch of the spiral of the core part. This means that, within a certain length of cable, the number of windings of the core part is clearly higher than the number of windings of the outer wires.
- Figures 5 and 6 show an alternative embodi ⁇ ment of a core part.
- the core part consists of a flattened wire 3, which is twisted around its own axis.
- the direction and the pitch of the spiral are similar to those in the core part shown in Figures 1 and 2.
- the dimensioning of the section of the core wire is most appropriately such that its largest diameter is equal to the diameter of the outer wires 2, whereas the smallest diameter, perpendicular to the largest diameter, is one half of the largest diameter.
- the invention is not confined to the embodiment described above only, but it may show variation in differ ⁇ ent ways within the scope of the patent claims.
- the number of outer wires may also be different from six, for example, four wires is enough, depending on the ratio of the diameter of the outer wires to the section of the core part.
- Fig. 7 an embodiment is shown in which the diameter of the outer wires is equal to the diameter of the two wires in the core part, and the number of the outer wires is eight.
- the figure shows three adjoining sections at intervals of 1/8 of the pitch.
- the pitch of the spirals of the core wires and of the outer wires is the same.
- the core wires are denoted with letter symbols a, b, and some of the outer wires are denoted with letter symbols e to h, whereby the effect of opposite twisting directions is seen clearly.
- the outer face of the wires may be smooth, or the wire faces may be provided with projections or recesses to imorove the adherence.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ropes Or Cables (AREA)
Abstract
The cable consists of a core part and of outer wires (2) twisted around the core part. The core part consists of two wires (1) twisted around each other, the section of the said wires being based on a circle, or of one wire (3) twisted around its own axis and having a flattened section. The direction of twisting of the core part (1 or 3) is opposite to the direction of twisting of the outer wires (2).
Description
Prestressing cable for precast concrete units
The present invention concerns a prestressing cable for precast concrete units, which said cable con- sists of a core part and of outer wires twisted around the core part, whereat the core part consists of two wires twisted around each other, the section of the said wires being based on a circle, or of one wire twisted around its own axis and having a flattened section. In concrete structures, prestressing cables of steel are used, which are subjected to a tensile strain before casting of the concrete structure. Most commonly the cable consists of six individual wires twisted around a core wire. The object of the present invention is to im¬ prove the adherence of the cable to the concrete. The prestressing cable in accordance with the invention is characterized in that the direction of twisting of the core part is opposite to the direction of twisting of "che outer wires.
On the face of the prestressing cable formed in this way, a network formed by projecting ridges is produced, wherein the screw lines of the outer wires run crosswise relative the screw lines formed by the sides of the core part.
The invention and its details will be described in more detail in the following with reference to the accompanying drawing, wherein
Figure 1 shows a cross-section of the core part used in a cable of one embodiment.
Figure 2 is a side view of the same core part.
Figure 3 shows a cross section of a cable of one embodiment.
Figure 4 is a side view of the same cable, Figure 5 shows a cross-section of the core part used in a cable of a second embodiment.
Figure 6 is a side view of the same core part, and
Figure 7 is an axonometric view of a cable of a further embodiment, as cut into three parts.
The core part in the cable in accordance with the invention may consist of two wires 1 , whose section is circular (Figures 1 to 4) . These two wires are twisted around each other. According to Fig. 2, the twisting of the core part is right-handed, i.e. S-spiral.
Around the core part, six outer wires 2 have been twisted, whose section is also circular and whose diameter is about 1 _ times the diameter of the wires 1 in the core part (Figures 3 and 4) . The direction of twisting of the outer wires is opposite to the direction of twisting of the wires in the core part. According to Fig. 4, the direction of twisting of the outer wires is left-handed, i.e. Z-spiral. Moreover, the pitch of the spiral of the outer wires is- considerably higher than the pitch of the spiral of the core part. This means that, within a certain length of cable, the number of windings of the core part is clearly higher than the number of windings of the outer wires.
Figures 5 and 6 show an alternative embodi¬ ment of a core part. The core part consists of a flattened wire 3, which is twisted around its own axis. The direction and the pitch of the spiral are similar to those in the core part shown in Figures 1 and 2. The dimensioning of the section of the core wire is most appropriately such that its largest diameter is equal to the diameter of the outer wires 2, whereas the smallest diameter, perpendicular to the largest diameter, is one half of the largest diameter.
The invention is not confined to the embodiment described above only, but it may show variation in differ¬ ent ways within the scope of the patent claims. The number of outer wires may also be different from six, for example, four wires is enough, depending on the ratio of the diameter of the outer wires to the section of the core part. In Fig. 7 an embodiment is shown in
which the diameter of the outer wires is equal to the diameter of the two wires in the core part, and the number of the outer wires is eight. The figure shows three adjoining sections at intervals of 1/8 of the pitch. The pitch of the spirals of the core wires and of the outer wires is the same. The core wires are denoted with letter symbols a, b, and some of the outer wires are denoted with letter symbols e to h, whereby the effect of opposite twisting directions is seen clearly.
The outer face of the wires may be smooth, or the wire faces may be provided with projections or recesses to imorove the adherence.
Claims
1. Prestressing cable for precast concrete units, which said cable consists of a core part and of outer wires (2) twisted around the core part, whereat the core part consists of two wires (1) twisted around each other, the section of the said wires being based on a circle, or of one wire (3) twisted around its own axis and having a flattened section, c h a r a c t e r - i z e d in that the direction of twisting of the core part (1 or 3) is opposite to the direction of twisting of the outer wires (2) .
2. Prestressing cable as claimed in claim 1, c h a r a c t e r i z e d in that the ratio of the pitch of the spiral of the core part (1 or 3) to the pitch of the spiral of the outer wires is within the range between 2 and 0.3.
3. Prestressing cable as claimed in claim 1 or 2, c h a r a c t e r i z e d in that the faces of the outer wires (2) are smooth or profiled in a way known in prior art.
4. Prestressing cable as claimed in any of the claims 1 to 3, c h a r a c t e r i z e d in that the diameter of the outer wires (2) is substantially equal to the diameter of the two core wires (1 ) , in which case the number of the outer wires is eight.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE8787900151T DE3670118D1 (en) | 1985-11-27 | 1986-12-10 | PRELOADED CABLES FOR CONCRETE CONCRETE. |
HU87436D HU205417B (en) | 1985-11-27 | 1986-12-10 | Prestressing cable for cast concrete members |
AT87900151T ATE51665T1 (en) | 1985-11-27 | 1986-12-10 | PRESTRESSED CABLES FOR PRESTRESSED CONCRETE. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FI854697 | 1985-11-27 | ||
FI854697A FI73039C (en) | 1985-11-27 | 1985-11-27 | Pre-tensioning cable for concrete elements. Siirretty päivämäärä-Offset date PL 14 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1987003636A1 true WO1987003636A1 (en) | 1987-06-18 |
Family
ID=8521751
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/FI1986/000145 WO1987003636A1 (en) | 1985-11-27 | 1986-12-10 | Prestressing cable for precast concrete units |
Country Status (11)
Country | Link |
---|---|
EP (1) | EP0248865B1 (en) |
JP (1) | JPS63502843A (en) |
AU (1) | AU6779887A (en) |
DD (1) | DD254755A5 (en) |
DE (1) | DE3670118D1 (en) |
FI (1) | FI73039C (en) |
GR (1) | GR862888B (en) |
HU (1) | HU205417B (en) |
NZ (1) | NZ218599A (en) |
PT (1) | PT83912B (en) |
WO (1) | WO1987003636A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1993001375A1 (en) * | 1991-07-09 | 1993-01-21 | Severo-Kavkazsky Territorialny Kooperativno-Gosudarstvenny Nauchno-Issledovatelsky I Proektny Institut Agropromyshlennogo Komplexa | Reinforcement rope |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0723591B2 (en) * | 1988-12-07 | 1995-03-15 | 株式会社ブリヂストン | Steel cord and pneumatic radial tire for reinforcing rubber articles |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US952161A (en) * | 1906-11-01 | 1910-03-15 | George S Whyte | Non-rotating wire rope. |
US3032963A (en) * | 1959-08-11 | 1962-05-08 | United States Steel Corp | Cord and article containing the same |
US3336744A (en) * | 1964-10-28 | 1967-08-22 | Trefileries Leon Bekaert S P R | Reinforcing cord having two-filament core surrounded by six single filatment units |
SE340875B (en) * | 1970-03-12 | 1971-12-06 | Straengbetong Ab | |
US3726078A (en) * | 1970-09-05 | 1973-04-10 | Kobe Steel Ltd | Steel cord and article including the same |
US3996733A (en) * | 1976-01-27 | 1976-12-14 | Uniroyal Inc. | Reinforcing cord construction |
DE2755667A1 (en) * | 1977-12-14 | 1979-06-21 | Continental Gummi Werke Ag | Pneumatic tyre reinforcing steel cables - with core strand surrounded by five strands without mutual contact and having same pitch as core but opposite hand |
-
1985
- 1985-11-27 FI FI854697A patent/FI73039C/en not_active IP Right Cessation
-
1986
- 1986-12-10 WO PCT/FI1986/000145 patent/WO1987003636A1/en active IP Right Grant
- 1986-12-10 JP JP50005187A patent/JPS63502843A/en active Pending
- 1986-12-10 EP EP19870900151 patent/EP0248865B1/en not_active Expired
- 1986-12-10 DE DE8787900151T patent/DE3670118D1/en not_active Expired - Fee Related
- 1986-12-10 HU HU87436D patent/HU205417B/en unknown
- 1986-12-10 AU AU67798/87A patent/AU6779887A/en not_active Abandoned
- 1986-12-10 GR GR862888A patent/GR862888B/en unknown
- 1986-12-11 DD DD29745886A patent/DD254755A5/en not_active IP Right Cessation
- 1986-12-11 NZ NZ21859986A patent/NZ218599A/en unknown
- 1986-12-11 PT PT8391286A patent/PT83912B/en unknown
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US952161A (en) * | 1906-11-01 | 1910-03-15 | George S Whyte | Non-rotating wire rope. |
US3032963A (en) * | 1959-08-11 | 1962-05-08 | United States Steel Corp | Cord and article containing the same |
US3336744A (en) * | 1964-10-28 | 1967-08-22 | Trefileries Leon Bekaert S P R | Reinforcing cord having two-filament core surrounded by six single filatment units |
SE340875B (en) * | 1970-03-12 | 1971-12-06 | Straengbetong Ab | |
US3726078A (en) * | 1970-09-05 | 1973-04-10 | Kobe Steel Ltd | Steel cord and article including the same |
US3996733A (en) * | 1976-01-27 | 1976-12-14 | Uniroyal Inc. | Reinforcing cord construction |
DE2755667A1 (en) * | 1977-12-14 | 1979-06-21 | Continental Gummi Werke Ag | Pneumatic tyre reinforcing steel cables - with core strand surrounded by five strands without mutual contact and having same pitch as core but opposite hand |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1993001375A1 (en) * | 1991-07-09 | 1993-01-21 | Severo-Kavkazsky Territorialny Kooperativno-Gosudarstvenny Nauchno-Issledovatelsky I Proektny Institut Agropromyshlennogo Komplexa | Reinforcement rope |
Also Published As
Publication number | Publication date |
---|---|
PT83912B (en) | 1989-01-03 |
AU6779887A (en) | 1987-06-30 |
GR862888B (en) | 1987-04-08 |
FI73039B (en) | 1987-04-30 |
FI854697A0 (en) | 1985-11-27 |
EP0248865B1 (en) | 1990-04-04 |
DE3670118D1 (en) | 1990-05-10 |
NZ218599A (en) | 1989-07-27 |
JPS63502843A (en) | 1988-10-20 |
HUT44304A (en) | 1988-02-29 |
HU205417B (en) | 1992-04-28 |
EP0248865A1 (en) | 1987-12-16 |
DD254755A5 (en) | 1988-03-09 |
FI73039C (en) | 1987-08-10 |
PT83912A (en) | 1987-01-01 |
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