WO1999036642A1 - Connecting elongate members - Google Patents
Connecting elongate members Download PDFInfo
- Publication number
- WO1999036642A1 WO1999036642A1 PCT/GB1999/000132 GB9900132W WO9936642A1 WO 1999036642 A1 WO1999036642 A1 WO 1999036642A1 GB 9900132 W GB9900132 W GB 9900132W WO 9936642 A1 WO9936642 A1 WO 9936642A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- parts
- sleeve
- sleeve part
- bore
- elongate members
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
Definitions
- the invention relates to connecting elongate members, particularly deformed (ribbed) reinforcing bars used in concrete construction, e.g. for building construction.
- Such deformed reinforcing bars are usually made of steel and are often incorporated in concrete when it is poured during construction of a building, the reinforcing bars providing strength to the set concrete, which might otherwise crack or spall under load.
- the area of the concrete is often extensive, and the bars, being of finite length often have to be secured together or spliced in situ to provide continuous lengths of reinforcing bars during concrete construction.
- the deformed reinforcing bars are used together to provide a reinforcement which is tensioned to generate a compressive stress in the concrete.
- a set of parts for effecting connection of elongate members comprising a first sleeve part having an internal bore one end of which has interengagement means and a second sleeve part having a blind bore and an extension which has external interengagement means, the arrangement being such that in use with the sleeves connected by their respective interengagement means, elongate members engaged in the respective bores are connected.
- the sleeve parts may each be substantially cylindrical. This provides for ease of use and construction.
- the respective interengagement means may comprise screw threads. This is a relatively simple construction which also provides a firm connection.
- the extension of the second sleeve part may be at an end of the sleeve opposite the blind bore. This provides for provision of continuing or "line-line” connection of two elongate members.
- the respective sleeve parts may be deformable. This provides for a firm fixing to an elongate member.
- the respective bores may each have limit means, which may comprise a shoulder in each bore. This can define the position of the elongate member.
- a system comprising a set of parts as hereinbefore defined, and at least two elongate members which are to be connected together.
- the elongate members of the system may comprise reinforcing bars for use in building construction. This provides for efficient connection of reinforcing bars when connected together in line on use of the system.
- a method of connecting two elongate members comprising providing a first sleeve part having an internal bore one end of which has interengagement means, providing a second sleeve part having a blind bore and an extension which has external interengagement means, mounting a first elongate member in the first sleeve part, mounting a second elongate member in the second sleeve part, securing a sleeve part to a respective elongate member, and then securing the sleeve parts together by interengagement of the respective interengagement means.
- the final securing step may be effected manually. This provides for simplicity and ease of use on site, particularly when tongs or pliers are used.
- the step of securing a sleeve part to an elongate member may be by pressure. This is a simple yet effective method, particularly when the said securing step may be effected using hydraulic pressure.
- the said securing step may be by deforming the sleeve onto the elongate member. This provides a uniform connection over the whole surface area of the elongate member.
- a reinforcement for use in building construction comprising reinforcing bars secured together using a set of parts as hereinbefore defined, a system as hereinbefore defined or a method as hereinbefore defined.
- Fig. 1 is a side elevational view of a first sleeve part, connected to a first reinforcing bar;
- Fig. 2 is a side elevational view of a second sleeve part, connected to a second reinforcing bar;
- Figs. 3A, 3A,', 3B, and 3B' show enlarged longitudinal sectional views of the first sleeve part-
- Figs. 4A, 4A', 4B and 4B' show enlarged longitudinal sectional views of the second sleeve part
- Figs. 5A and 5B show to an enlarged scale a set of parts according to the invention respectively disconnected and connected.
- a set of parts 1 for effecting connection of elongate members 2, 3 in the embodiment steel reinforcing bars for use in reinforcing concrete in building construction the set of parts comprising a first sleeve part 4 having an internal bore 5 one end of which has interengagement means in the form of a screw thread 6 and a second sleeve part 7 having a blind bore 8 and an extension 9, directed in an opposite direction to the blind bore 8, which extension 9 has external interengagement means in the form of a screw thread 10.
- Both sleeve parts 4, 7 are made of metal which in the embodiment is similar in hardness to or softer than that of the reinforcing bars 2, 3.
- the end of the threaded part of the bore 5 of the first sleeve part 4 is defined by an internal limit or stop means 1 1 in the form of a shoulder which projects into bore 5 and effectively reduces the diameter of the bore 5 to provide a positive stop.
- the blind end of the blind bore 8 of the second sleeve part 7 defines a limit means 1 2.
- the two sleeve parts 4, 7 with the reinforcing bars 2, 3 form a system which with a means such as a hydraulic press (not shown) is used for connecting the reinforcing bars 2,3 together in line to form a continuous reinforcement for concrete in building construction.
- the reinforcing bar 2 is inserted in the bore 5 of the first sleeve part 4, up to the limit means 1 1 .
- the reinforcing bar 3 is inserted into the blind bore 8 of the second sleeve part 7 up to the limit means 1 2.
- the respective positions of the reinforcing bars 2,3 are then known because the respective limit means 1 1 , 1 2 provide a positive indication that the reinforcing bars 2, 3 are fully inserted in their respective sleeve parts 4, 7.
- the sleeve parts 4, 7 are then inserted in pressing means such as a hydraulic press to deform the metal of the respective sleeve part 4 or 7 which is upset or swaged onto the respective reinforcing bar 2 or 3, the respective limit means 1 1 , 1 2 also being deformed to provide a lock or positive connection onto the respective reinforcing bar 4 or 7.
- pressing means such as a hydraulic press to deform the metal of the respective sleeve part 4 or 7 which is upset or swaged onto the respective reinforcing bar 2 or 3, the respective limit means 1 1 , 1 2 also being deformed to provide a lock or positive connection onto the respective reinforcing bar 4 or 7.
- pressing means such as a hydraulic press to deform the metal of the respective sleeve part 4 or 7 which is upset or swaged onto the respective reinforcing bar 2 or 3, the respective limit means 1 1 , 1 2 also being deformed to provide a lock or positive connection onto the respective reinforcing bar 4 or 7.
- This can be
- the sleeve parts 4 and 7 have the same external diameter, and in use facing and engaging surfaces 1 3, 14 thereof are flat and substantially at 90 ° to the length and provide a full, annular bearing over the same contacting surface area.
- the sleeve part 4, 7 being of the same diameter has the advantage that the sleeves as shown have a cross-sectional area which is much greater than that of the reinforcing bars, or rebars 2, 3.
- support is provided for both the connection and the rebars so a greatly enhanced compression strength and bending strength resistance is achieved, which mitigates the risk of failure in situ.
- a reinforcement is thus provided as a double threaded press sleeve joint for deformed reinforcing steel bars in which in the reinforcement the sleeve parts 4, 7 do not interfere with the characteristics of the reinforcing bars 2, 3 and the permissable working load of the connected system is not reduced as compared with that of an unconnected reinforcing bar.
- the system allows testing of the connection for desired and controlled quality and is easy to use as no special pre-preparation which could weaken the reinforcing bar is necessary.
- the part of the method which is most time-consuming, that of mounting the sleeve parts on the reinforcing bars, can be carried out off site, thereby not interfering with the construction process, in the final reinforcement, the two reinforcing bars being essentially screw threaded together on site without the need for additional bolts, therefore reducing time, the possibility of loss of a bolt, mistakes of a user, and cost.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
Claims
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU20676/99A AU2067699A (en) | 1998-01-15 | 1999-01-15 | Connecting elongate members |
EP99901049A EP1047850A1 (en) | 1998-01-15 | 1999-01-15 | Connecting elongate members |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GBGB9800858.4A GB9800858D0 (en) | 1998-01-15 | 1998-01-15 | Connecting elongate members |
GB9800858.4 | 1998-01-15 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1999036642A1 true WO1999036642A1 (en) | 1999-07-22 |
Family
ID=10825355
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/GB1999/000132 WO1999036642A1 (en) | 1998-01-15 | 1999-01-15 | Connecting elongate members |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1047850A1 (en) |
AU (1) | AU2067699A (en) |
GB (1) | GB9800858D0 (en) |
WO (1) | WO1999036642A1 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL1015117C2 (en) * | 2000-05-04 | 2001-03-06 | Barfix Bermuda Ltd | Coupling piece for connecting two pieces of reinforcing steel. |
WO2001083909A1 (en) * | 2000-05-04 | 2001-11-08 | Barfix Bermuda Ltd. | System and method for interconnecting two reinforcing bars and coupler |
CN1912303B (en) * | 2005-08-08 | 2010-08-11 | 上海建研钢筋连接技术有限公司 | Reinfored bar rolling thread connector and connecting method |
EP4015733A1 (en) * | 2020-12-18 | 2022-06-22 | Hilti Aktiengesellschaft | Coupler |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105714985B (en) * | 2016-03-01 | 2019-08-09 | 中国水利水电第十一工程局有限公司 | Reinforcing steel bar connecting sleeve tube and its construction technology for concrete construction |
CN108487550B (en) * | 2018-03-20 | 2020-04-24 | 东南大学 | Flexible connecting sleeve with double-rigidity characteristic for reinforcing steel bars |
DE102018206337B4 (en) | 2018-04-25 | 2022-01-13 | Bayerische Motoren Werke Aktiengesellschaft | Testing device for testing at least one switch device for a high-voltage battery of a vehicle, arrangement and method |
CN111364685B (en) * | 2020-03-18 | 2022-03-22 | 中国一冶集团有限公司 | Device for connecting steel bar sleeve and construction method |
CN112504840A (en) * | 2020-11-26 | 2021-03-16 | 上海建工二建集团有限公司 | Assembled type building sleeve grouting quality detection device and construction method thereof |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2124433A1 (en) * | 1971-05-17 | 1972-12-21 | Siemens Bauunion GmbH, 8000 München, E Eberspacher Maschinenfabrik, 7311 Nabern | Socket connection for ribbed reinforcement steel |
GB2034857A (en) * | 1978-09-07 | 1980-06-11 | Lande I W | Connecting reinforcement rods |
EP0098099A2 (en) * | 1982-06-29 | 1984-01-11 | Ccl Systems Limited | Two part connector for concrete reinforcing bars |
-
1998
- 1998-01-15 GB GBGB9800858.4A patent/GB9800858D0/en not_active Ceased
-
1999
- 1999-01-15 WO PCT/GB1999/000132 patent/WO1999036642A1/en not_active Application Discontinuation
- 1999-01-15 AU AU20676/99A patent/AU2067699A/en not_active Abandoned
- 1999-01-15 EP EP99901049A patent/EP1047850A1/en not_active Withdrawn
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2124433A1 (en) * | 1971-05-17 | 1972-12-21 | Siemens Bauunion GmbH, 8000 München, E Eberspacher Maschinenfabrik, 7311 Nabern | Socket connection for ribbed reinforcement steel |
GB2034857A (en) * | 1978-09-07 | 1980-06-11 | Lande I W | Connecting reinforcement rods |
EP0098099A2 (en) * | 1982-06-29 | 1984-01-11 | Ccl Systems Limited | Two part connector for concrete reinforcing bars |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL1015117C2 (en) * | 2000-05-04 | 2001-03-06 | Barfix Bermuda Ltd | Coupling piece for connecting two pieces of reinforcing steel. |
WO2001083909A1 (en) * | 2000-05-04 | 2001-11-08 | Barfix Bermuda Ltd. | System and method for interconnecting two reinforcing bars and coupler |
EP1154091A1 (en) * | 2000-05-04 | 2001-11-14 | Barfix Bermuda Ltd | System and method for interconnecting two reinforcing bars and coupler |
CN1912303B (en) * | 2005-08-08 | 2010-08-11 | 上海建研钢筋连接技术有限公司 | Reinfored bar rolling thread connector and connecting method |
EP4015733A1 (en) * | 2020-12-18 | 2022-06-22 | Hilti Aktiengesellschaft | Coupler |
Also Published As
Publication number | Publication date |
---|---|
GB9800858D0 (en) | 1998-03-11 |
AU2067699A (en) | 1999-08-02 |
EP1047850A1 (en) | 2000-11-02 |
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