GB2162915A - Reinforcing bar coupling - Google Patents

Reinforcing bar coupling Download PDF

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Publication number
GB2162915A
GB2162915A GB08420285A GB8420285A GB2162915A GB 2162915 A GB2162915 A GB 2162915A GB 08420285 A GB08420285 A GB 08420285A GB 8420285 A GB8420285 A GB 8420285A GB 2162915 A GB2162915 A GB 2162915A
Authority
GB
United Kingdom
Prior art keywords
bar
screw
thread
reinforcing bar
threaded joint
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.)
Granted
Application number
GB08420285A
Other versions
GB2162915B (en
GB8420285D0 (en
Inventor
Christopher Robin Edwards
Michael Stephen Wright
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.)
Allied Steel and Wire Ltd
Original Assignee
Allied Steel and Wire Ltd
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 Allied Steel and Wire Ltd filed Critical Allied Steel and Wire Ltd
Priority to GB08420285A priority Critical patent/GB2162915B/en
Publication of GB8420285D0 publication Critical patent/GB8420285D0/en
Priority to EP19850305382 priority patent/EP0171965B1/en
Priority to DE8585305382T priority patent/DE3578537D1/en
Priority to ZA855837A priority patent/ZA855837B/en
Priority to AU45736/85A priority patent/AU578964B2/en
Priority to JP60175618A priority patent/JPH06102233B2/en
Publication of GB2162915A publication Critical patent/GB2162915A/en
Application granted granted Critical
Publication of GB2162915B publication Critical patent/GB2162915B/en
Priority to HK621/93A priority patent/HK62193A/en
Expired 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
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162Connectors or means for connecting parts for reinforcements
    • E04C5/163Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
    • E04C5/165Coaxial connection by means of sleeves

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

In order to provide a screw-threaded connection at an end of a concrete reinforcing bar of the kind having a deformed outer surface with ribs 11, the screw thread is rolled directly on to the bar without first machining it to a round form. The resulting thread may be incomplete on some parts of the surface of the bar. Two such bars may be joined by screwing them in to a common sleeve. <IMAGE>

Description

1 GB 2 162 915A 1
SPECIFICATION
Reinforcing bar joints The invention relates to reinforcing bar joints 70 and -particularly to screw-threaded joints be tween two lengths of deformed reinforcing bar. - Two ca tegories of bar used for reinforce ment are known as round bae and deformed bar. Deformed bar is bar which has surface deformations which cause a deviation from a circular cross section and cause irregularities such as. transverse ribs which might be in clined to a circumferential line and provide means whereby concrete -poured around the bar is locked to the bar against relative axial movernent. Throughout this specification and the appended claims the term -deformed rein forcing bar- or -deformed bar- is intended to refer to such bar as described above.
It is often -desired to join two lengths of reinforcing bar and one way of doing this is to apply screw threads to end portions of two bars and to screw them into an internally screw-threaded sleeve. Two fundamental char acteristics of any such joint are its ultimate tensile strength and-the longitudinal displace ment between the bars as they are loaded. To acquire the required strength, it is desirable to remove a minimum amount of material from the bar in the vicinity of of the screw threads.
In order to avoid excessive extension under load, there is a requirement for accurately produced screw threads which mate with each other over large surfaces. This is because if there is only local contact between the screw threads at high spots, high loads and thus substantial deformation occur at these high spots until other parts of the threads come into contact and share the load.
One known form of reinforcing bar joint incorporates deformations along the whole length of the bar in the form of a coarse screw niques applied to deformed bar produce effective screw threads and that these screw theads are satisfactory for reinforcing bar joints.
In accordance with the present invention there is provided a screwthreaded joint between two lengths of deformed reinforcing bar (as herein defined) comprising an internally screw-threaded sleeve open at both ends, and an externally screw-threaded end portion of each of the lengths of bar engaged in the sleeve, wherein the threads on the bars have been roiled directly onto the deformed surface thereof.
The effect of rolling a screw thread on to a deformed bar is to produce a full depth screw thread with crests and troughs in some regions while a less deep and incompletely formed screw thread is formed over other parts of the surface of the bar. A thread rolling operation normally produces an accurate screw thread and the screw thread in accordance with the invention is accurate except in that portions thereof are missing or only partly formed. it has been discovered that thread rolling a typical deformed bar produces sufficient screw thread to provide effective contact with the corresponding screw threads of the sleeve so that a joint produced by a sleeve and two such bars has threads bedded firmly together and does not suffer from excessive elongation under load.
An embodiment of the invention will now be described by way of example only with reference to the accompanying drawings in which:
Figure 1 is a side elevation, partly in section, of a portion of deformed reinforcing bar after rolling a length of thread on one end thereof; Figure 2 is an end elevation in the direction of arrow 11 of Fig. 1; Figure 3 is a view corresponding to Fig. 2 but in the direction of arrow 111; thread. Although the intention is that such bar 110 Figure 4 is a view corresponding to Fig. 1 could be screwed into sleeves to produce threaded joints, the inevitable irregularities in the screw thread which is formed by hot rolling the bar result in a joint which is subject to substantial deflection as it comes under load unless additional means such as lock nuts, torque loaded to induce bedding of the threads are used. These means are both expensive and bulky.
The alternative known approach is to ma- chine the deformations off the surface of the bar to provide a round bar end portion and then to roll or otherwise produce a screw thread on the bar. This is a particularly time consuming operation and it is unsatisfactory in so far as the machining inevitably removes some of the material of the bar and tends to reduce its strength.
As a basis for the present invention we have now discovered that thread rolling tech- 130 in the direction of arrow IV; and Figure 5 is a diagrammatic representation of a complete joint produced by two bars in accordance with the invention.
Figs. 1, 2, 3 and 4 show a length of high- yield hot-rolled steel reinforcing bar of a kind used widely and known by the Registered Trade Mark UNISTEEL. The bar is provided with a series of inclined transverse ribs 11 arranged generally in a herringbone pattern as shown in Fig. 4. The ribs taper gradually and run out into the general surface of the bar along two notional axial lines 12 and 13 running the length of the bar. Apart from the ribs 11, the bar has a core of slightly oval shape as best seen in Fig. 2, with a major diameter D and a minor diameter d. The cross sectional shape taken in conjunction with the ribs 11 is circular as also shown in Fig. 2. The ribs and the non-circular cross section are 2 GB2162915A 2 formed in the bar in the last of a hot-rolling mill.
The conventional way of obtaining a threaded joint between two such sections of bar would be to machine end portions of both 70 sections of the bar to the minor diameter d. This not. only involves the time associated with the machining operation but also reduces the cross section of the bar and thus tends-to reduce its strength at the joint. In contrast with this, in accordance with the present invention-the undeformed bar is subject to a thread rolling operation by thread rolling equipment incorporating three rotary dies set to roll a thread on a bar with a diameter intermediate between D and d.
This thread rolling operation results in a fully formed or substantially fully formed thread at two diametrically opposed regions associated with the lines 12 and 13 as shown in Fig. 1 and also produces a very shallow and only partially formed thread at regions such as 14 where the bar has a smaller transverse dimension. There is a tendency for a few threads to be formed completely around 90 the whole or a major part of the circumference of the bar in the region of the crests of the ribs 11, as indicated at 15. Due to the circumferential spreading of the ribs during the rolling operation, the well formed thread extends slightly beyond the original position of the rib itself.
Once these threads have been rolled on to the end portions of the deformed bar, two bars may be joined together in conjunction with a sleeve as shown in Fig. 5. Fig. 5 shows an internally screw-threaded steel sleeve 16 within which two bars 17 and 18 have been engaged. The bars 17 and 18 each correspond to the screw-threaded bar shown in Figs. 1 to 4. In Fig. 5, the effective threaded areas are indicated by shading and those areas where there is only a shallow thread or no effective thread are left un- shaded. The two bars 17 and 18 have flat ends with chamfered edges 19 and 21. As a result, the two bars can be screwed in to the sleeve 16 until they abut tightly against each other, thereby ensuring that even when there is no external load on the bars 17 and 18, the threads of the bars are firmly engaged against the threads of the sleeve in a direction corresponding to tensile loading. Although the threads are not continuous, there is sufficient area of thread to ensure positive bedding of each bar against the sleeve. When in use the now composite bar 17-18 is loaded in tension, the additional load applied through the screw threads results in very little extension at the joint. In practice, the extension at the joint may be no more than the elastic extension arising in a corresponding length of reinforcing bar remote from the joint.
The tensile strength of the bar at the joint remains substantially the same as that of the bar as a whole because there is no loss of material as a result of the thread rolling. It apears that the discontinuities in the thread in the bars does not result in excessive stress concentrations and presumably beca.6se of this the fatigue strength of the joint is particularly good.
Although the invention has been described in relation to a bar having an oval core, it may also be applied to other forms of deformed bar including bars with circular cores.

Claims (6)

1. A screw-threaded joint between two lengths of deformed reinforcing bar (as herein defined) comprising an internally screwthreaded sleeve open at both ends and an externally threaded end portion of each of the lengths of bar engaged in the sleeve, wherein the threads on the bar have been rolled directly onto the deformed surface thereof.
2. A screw-threaded joint as claimed in claim 1 wherein before thread rolling, the bars have a non-circular core and transverse ribs projecting from the core. -
3. A screw-threaded joint as claimed in claim 1 or claim 2 wherein the screw thread is discontinuous in that portions of the screwthreaded end regions are without thread or have thread of insufficient depth to carry substantial load.
4. A screw-threaded joint as claimed in. any one of the preceding claims wherein the two bars have flat ends and chamfered edges and are screwed tightly against each other within the sleeve.
5. A screw-threaded joint between two lengths of deformed reinforcing bar substantially as herein described with reference to and as illustrated by the accompanying drawings.
6. A length of deformed reinforcing bar (as herein defined) having an externally screwthreaded end portion wherein the thread is rolled directly on the deformed surface thereof.
Printed in the United Kingdom for Her Majesty's Stationery Office, Dd 8818935. 1986, 4235. Published at The Patent Office, 25 Southampton Buildings, London, WC2A lAY, from which copies may be obtained.
GB08420285A 1984-08-09 1984-08-09 Reinforcing bar joints Expired GB2162915B (en)

Priority Applications (7)

Application Number Priority Date Filing Date Title
GB08420285A GB2162915B (en) 1984-08-09 1984-08-09 Reinforcing bar joints
EP19850305382 EP0171965B1 (en) 1984-08-09 1985-07-29 Method of providing connections for reinforcing bars and joint and connections for such bars
DE8585305382T DE3578537D1 (en) 1984-08-09 1985-07-29 METHOD FOR PRODUCING REINFORCING BARS AND COUPLINGS AND CONNECTIONS FOR SUCH A BAR.
ZA855837A ZA855837B (en) 1984-08-09 1985-08-01 Method of providing connections for reinforcing bars and joints and connections for such bars
AU45736/85A AU578964B2 (en) 1984-08-09 1985-08-02 Connections for reinforcing bars
JP60175618A JPH06102233B2 (en) 1984-08-09 1985-08-09 Method for providing joints at the ends of deformed steel bars and screw joints between deformed steel bars
HK621/93A HK62193A (en) 1984-08-09 1993-07-01 Reinforcing bar joints

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB08420285A GB2162915B (en) 1984-08-09 1984-08-09 Reinforcing bar joints

Publications (3)

Publication Number Publication Date
GB8420285D0 GB8420285D0 (en) 1984-09-12
GB2162915A true GB2162915A (en) 1986-02-12
GB2162915B GB2162915B (en) 1988-06-02

Family

ID=10565122

Family Applications (1)

Application Number Title Priority Date Filing Date
GB08420285A Expired GB2162915B (en) 1984-08-09 1984-08-09 Reinforcing bar joints

Country Status (7)

Country Link
EP (1) EP0171965B1 (en)
JP (1) JPH06102233B2 (en)
AU (1) AU578964B2 (en)
DE (1) DE3578537D1 (en)
GB (1) GB2162915B (en)
HK (1) HK62193A (en)
ZA (1) ZA855837B (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2238499A (en) * 1989-11-09 1991-06-05 Hy Ten Reinforcement Company L Forming threaded bars
WO2001023118A1 (en) * 1999-09-27 2001-04-05 Chung Gyeng Ok Method of processing connecting ends of deformed steel bar used for reinforcing concrete, and deformed steel bar processed by this method
WO2003102374A1 (en) * 2002-05-30 2003-12-11 Industrial Roll Formers Pty Limited Threaded bar & rock bolts formed therefrom
WO2010022552A1 (en) * 2008-08-27 2010-03-04 建研科技股份有限公司 Method and device for forming thread on reinforcing rod end

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU587561B2 (en) * 1986-07-16 1989-08-17 Broken Hill Proprietary Company Limited, The Production of threaded bar
FR2639054B2 (en) * 1988-02-03 1992-07-03 Techniport Sa IMPROVEMENTS RELATING TO THE MECHANICAL CONNECTION OF CONCRETE ROUND, PROCESS FOR PRODUCING SUCH CONNECTIONS AND CONCRETE ROUND OBTAINED BY IMPLEMENTING SAID PROCESS
FI922525A0 (en) * 1992-06-01 1992-06-01 Tartuntamarkkinointi Oy FOERFARANDE FOER SKAERNING AV EN GAENGA I EN STAONG.
EP0662018B1 (en) * 1992-09-25 2000-03-15 Bhp Engineering Pty. Ltd Hollow bars and method of manufacture
KR100248963B1 (en) * 1998-03-31 2000-03-15 정경옥 Thread formation on rods and the method of preparation of them
KR100316435B1 (en) * 1998-03-31 2001-12-12 정경옥 Method of working connection end of deformed bar for reinforcing concrete, deformed bar worked by the method and structure of connecting deformed bar
DE59900345D1 (en) * 1999-04-22 2001-11-29 Ancotech Ag Dielsdorf Process for producing an armoring rod with an external thread
JP4236780B2 (en) * 1999-11-01 2009-03-11 東京鐵鋼株式会社 Method for forming deformed reinforcing bar fixing structure
CN103276853B (en) * 2013-05-10 2016-08-24 周兆弟 Prestressed concrete member reinforcing bar couples button and method of attachment
CN103452246B (en) * 2013-07-09 2016-08-10 中国建筑股份有限公司 The grouting deformed steel pipe box cylinder that the slurry anchor docking of a kind of reinforcing bar connects

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1508343A (en) * 1973-11-28 1978-04-26 Aurelio L Process for producing a metal rod for reinforced concrete and a metal rod obtained by said process
GB1546824A (en) * 1975-06-23 1979-05-31 Kobe Steel Ltd Steel bar for concrete reinforcement having a noncircular cross-section

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DE1026509B (en) * 1952-06-16 1958-03-20 Duesseldorfer Eisenhuettengese Device for anchoring tie rods with end threads, especially for pre-stressed concrete railway sleepers
DE1194552B (en) * 1961-06-26 1965-06-10 Beton & Monierbau Ag Draw bolt socket for connection to roll-formed prestressing bars with a circular core cross-section
US3415552A (en) * 1966-11-29 1968-12-10 Howlett Machine Works Splicing metallic reinforcing rods with a threaded coupling sleeve
US3492908A (en) * 1969-01-17 1970-02-03 Microdot Inc Thread swaging screw or bolt
JPS523297Y2 (en) * 1972-08-31 1977-01-24
JPS5412894Y2 (en) * 1974-09-05 1979-06-04
US3942406A (en) * 1974-10-07 1976-03-09 Textron Inc. Slab-sided self-tapping screw
JPS5318214A (en) * 1976-07-31 1978-02-20 Konoikegumi Kk Method of joining reinforcement
BE874197A (en) * 1979-02-15 1979-05-29 Penen Jozef PROCEDURE FOR MAKING A SLEEVE JOINT BETWEEN REINFORCEMENT BARS AND ANALOG BARS AND KEY USED HEREIN
JPS55136899U (en) * 1979-03-20 1980-09-29
JPS5613566A (en) * 1979-07-13 1981-02-09 Fujitsu Ltd Generating circuit for track-crossing pulse
AU536627B2 (en) * 1980-08-22 1984-05-17 Dywidag-Systems International Pty. Limited Bar
JPS5837259A (en) * 1981-08-29 1983-03-04 住友金属工業株式会社 Splicing method of screw iron wire
JPS5894546A (en) * 1981-11-30 1983-06-04 新日本製鐵株式会社 Connection of reinforcing iron rod
JPS5927299U (en) * 1982-08-10 1984-02-20 北越メタル株式会社 lock bolt
JPS5930441U (en) * 1982-08-19 1984-02-25 三菱重工業株式会社 concrete structure
BE895952A (en) * 1983-02-18 1983-06-16 Penen & Co N V J Connecting screwed ends of reinforcing rods etc. by screw bush - interposing steel ball between ends to distribute tension on tightening
JPS59222612A (en) * 1983-05-31 1984-12-14 大同特殊鋼株式会社 Bar steel joining structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1508343A (en) * 1973-11-28 1978-04-26 Aurelio L Process for producing a metal rod for reinforced concrete and a metal rod obtained by said process
GB1546824A (en) * 1975-06-23 1979-05-31 Kobe Steel Ltd Steel bar for concrete reinforcement having a noncircular cross-section

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2238499A (en) * 1989-11-09 1991-06-05 Hy Ten Reinforcement Company L Forming threaded bars
WO2001023118A1 (en) * 1999-09-27 2001-04-05 Chung Gyeng Ok Method of processing connecting ends of deformed steel bar used for reinforcing concrete, and deformed steel bar processed by this method
WO2003102374A1 (en) * 2002-05-30 2003-12-11 Industrial Roll Formers Pty Limited Threaded bar & rock bolts formed therefrom
WO2010022552A1 (en) * 2008-08-27 2010-03-04 建研科技股份有限公司 Method and device for forming thread on reinforcing rod end

Also Published As

Publication number Publication date
EP0171965A2 (en) 1986-02-19
HK62193A (en) 1993-07-09
ZA855837B (en) 1986-03-26
EP0171965B1 (en) 1990-07-04
DE3578537D1 (en) 1990-08-09
JPH06102233B2 (en) 1994-12-14
AU578964B2 (en) 1988-11-10
AU4573685A (en) 1986-02-13
GB2162915B (en) 1988-06-02
GB8420285D0 (en) 1984-09-12
EP0171965A3 (en) 1987-02-04
JPS6171142A (en) 1986-04-12

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Legal Events

Date Code Title Description
732 Registration of transactions, instruments or events in the register (sect. 32/1977)
PCNP Patent ceased through non-payment of renewal fee

Effective date: 20000809