JP6147404B1 - Threaded bar joint of deformed bar and method for manufacturing the same - Google Patents

Threaded bar joint of deformed bar and method for manufacturing the same Download PDF

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JP6147404B1
JP6147404B1 JP2016201748A JP2016201748A JP6147404B1 JP 6147404 B1 JP6147404 B1 JP 6147404B1 JP 2016201748 A JP2016201748 A JP 2016201748A JP 2016201748 A JP2016201748 A JP 2016201748A JP 6147404 B1 JP6147404 B1 JP 6147404B1
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reinforcing bar
diameter
deformed
thread
threaded
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JP2018062792A (en
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廣三 ▲脇▼山
廣三 ▲脇▼山
敬二 平井
敬二 平井
章 福田
章 福田
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福田 清子
福田 清子
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Priority to PCT/JP2017/023758 priority patent/WO2018070075A1/en
Priority to CN201780050050.2A priority patent/CN109563706B/en
Priority to KR1020197004262A priority patent/KR102435778B1/en
Priority to PCT/JP2017/036830 priority patent/WO2018070429A1/en
Priority to AU2017341568A priority patent/AU2017341568B2/en
Priority to EP17860388.2A priority patent/EP3527739A4/en
Priority to TW106135096A priority patent/TWI691637B/en
Publication of JP2018062792A publication Critical patent/JP2018062792A/en
Priority to US16/279,390 priority patent/US11274446B2/en
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21FWORKING OR PROCESSING OF METAL WIRE
    • B21F15/00Connecting wire to wire or other metallic material or objects; Connecting parts by means of wire
    • B21F15/02Connecting wire to wire or other metallic material or objects; Connecting parts by means of wire wire with wire
    • B21F15/06Connecting wire to wire or other metallic material or objects; Connecting parts by means of wire wire with wire with additional connecting elements or material
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21HMAKING PARTICULAR METAL OBJECTS BY ROLLING, e.g. SCREWS, WHEELS, RINGS, BARRELS, BALLS
    • B21H3/00Making helical bodies or bodies having parts of helical shape
    • B21H3/02Making helical bodies or bodies having parts of helical shape external screw-threads ; Making dies for thread rolling
    • 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
    • E04C5/18Spacers of metal or substantially of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12Mounting of reinforcing inserts; Prestressing

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Abstract

【課題】生産性に優れ、かつ雄ねじ部の加工による耐力低下の実用上の問題が生じず、必要な耐力が得られる異形鉄筋のねじ式鉄筋継手およびその製造方法を提供する。
【解決手段】鉄筋本体1aの外周に突条1bを有する異形鉄筋である一対の鉄筋1,1を相互に接続する鉄筋継手である。両鉄筋1,1の雄ねじ部1c,1cに螺合する筒状のカプラー2を備える。各鉄筋1の雄ねじ部1cは、ねじ溝径D3が鉄筋本体外径D1よりも細く、ねじ山径D3、D3′が鉄筋本体外径D1よりも太くかつ最大径D2よりも細い。この雄ねじ部1cの硬さは、転造によるねじ形成に伴う加工硬化により、鉄筋1の他の部分よりもよって硬くなっている。ロックナットをさらに設けても良い。
【選択図】図1
Disclosed is a deformed reinforcing bar screw-type reinforcing bar joint and a method for manufacturing the same, which is excellent in productivity and does not cause a practical problem of yield strength reduction due to processing of a male screw part.
A reinforcing bar joint for mutually connecting a pair of reinforcing bars 1 and 1 which are deformed reinforcing bars having protrusions 1b on the outer periphery of a reinforcing bar main body 1a. A cylindrical coupler 2 that is screwed into the male screw portions 1c and 1c of both the reinforcing bars 1 and 1 is provided. The male thread portion 1c of each reinforcing bar 1 has a thread groove diameter D3 smaller than the reinforcing bar main body outer diameter D1, and screw thread diameters D3 2 and D3 2 ′ larger than the reinforcing bar main body outer diameter D1 and smaller than the maximum diameter D2. The hardness of the male screw portion 1c is harder than other portions of the reinforcing bar 1 due to work hardening accompanying screw formation by rolling. A lock nut may be further provided.
[Selection] Figure 1

Description

この発明は、鉄筋コンクリートに用いられる異形鉄筋のねじ式鉄筋継手およびその製造方法に関する。   The present invention relates to a threaded reinforcing bar joint for deformed reinforcing bars used in reinforced concrete and a method for manufacturing the same.

鉄筋コンクリートにおいて、鉄筋には一般的に定着性に優れることから異形鉄筋が用いられる。異形鉄筋を接続する鉄筋継手として、重ね継手など種々の形式のものがあり、配筋構造の簡素化や工期の短縮を図ったものとして、ねじ式鉄筋継手がある。ねじ式鉄筋継手において、鉄筋に単に雄ねじ部を切削加工で形成した場合、断面欠損により耐力が低下するため、鉄筋に大径部を形成しておき、この大径部に雄ねじを転造するものが提案されている(例えば、特許文献1)。この提案例では、ロックナットを設けることで、ガタを無くすことについても提案されている。   In reinforced concrete, deformed reinforcing bars are generally used as reinforcing bars because of their excellent fixability. There are various types of reinforcing bar joints that connect deformed reinforcing bars, such as lap joints, and threaded reinforcing bar joints that simplify the bar arrangement and shorten the construction period. In threaded rebar joints, when the male thread part is simply formed on the rebar by cutting, the yield strength decreases due to the cross-sectional defect, so a large diameter part is formed in the rebar, and the male thread is rolled to this large diameter part. Has been proposed (for example, Patent Document 1). In this proposed example, it is also proposed to eliminate play by providing a lock nut.

特許第5869716号公報Japanese Patent No. 5869716

特許文献1により提案された鉄筋継手は、鉄筋に大径部を設けておき、この大径部に雄ねじを加工することから、雄ねじ部の耐力に優れるという利点を持つ。しかし、前記大径部の形成が必要になることから、製造コストが高くなる。鉄筋素材への前記大径部の形成は、異形鉄筋の節やリブのロール成形時に一緒に行うと、製造コストの増加はある程度抑えられるが、十分ではない。また、ロール成形によると、前記鉄筋の大径部は、ロール径に応じた一定ピッチで形成されるが、多少のピッチのずれが生じる。そのため、前記大径部の長さ方向の中央で切断して一対の雄ねじ部を得るための鉄筋端部の大径部を得るにつき、位置調整が必要であり、量産するにつき生産性が低下する。   The reinforcing bar joint proposed by Patent Literature 1 has an advantage that the male screw part is excellent in proof stress because a large diameter part is provided in the reinforcing bar and a male screw is processed in the large diameter part. However, since the large-diameter portion needs to be formed, the manufacturing cost increases. If the large-diameter portion is formed on the reinforcing bar material at the time of roll forming of the deformed reinforcing bar nodes and ribs, an increase in manufacturing cost can be suppressed to some extent, but it is not sufficient. Further, according to roll forming, the large diameter portion of the reinforcing bar is formed at a constant pitch according to the roll diameter, but a slight pitch shift occurs. Therefore, it is necessary to adjust the position for obtaining the large diameter portion of the reinforcing bar end portion for obtaining a pair of male screw portions by cutting at the center in the length direction of the large diameter portion, and the productivity is reduced as the mass production is performed. .

この発明の目的は、生産性に優れ、かつ雄ねじ部の加工による耐力低下の実用上の問題が生じず、必要な耐力が得られる異形鉄筋のねじ式鉄筋継手およびその製造方法を提供することである。   An object of the present invention is to provide a threaded reinforcing bar joint of a deformed reinforcing bar and a method of manufacturing the same, which is excellent in productivity and does not cause a practical problem of yield strength reduction due to processing of a male screw part. is there.

この発明の第1の異形鉄筋のねじ式鉄筋継手は、一対の鉄筋が両鉄筋の端部に設けられ雄ねじ部に螺合するねじ筒状のカプラーで接続され、前記一対のうちの一方または両方の鉄筋は、丸軸状の鉄筋本体の外周に、長手方向に間隔を開けて複数の節部を有し、かつ長手方向に延びる突条を有する異形鉄筋である異形鉄筋のねじ式鉄筋継手において、
前記一方または両方の鉄筋の端部に、ねじ溝径が前記鉄筋本体よりも細い雄ねじ部を有し、この雄ねじ部は、前記節部に相当する幅の複数箇所がねじ山径の太い部分、残りが、前記突条と同じ周方向箇所を除いてねじ山径の細い部分であって、両部分のねじ溝径は互いに同じであり、前記ねじ山径の細い部分のねじ溝深さが、ねじ山径の太い部分のねじ溝深さの70%以上であり、前記ねじ山径の太い部分のねじ山径が、前記鉄筋の前記鉄筋本体よりも太くかつ前記突条を含む最大径よりも細く、前記雄ねじ部の硬さが前記鉄筋の他の部分よりも硬くまたは引張強度が強く、前記両鉄筋の前記雄ねじ部に螺合する筒状のカプラーを備えることを特徴とする。
The threaded reinforcing bar joint of the first deformed reinforcing bar according to the present invention has a pair of reinforcing bars connected to each other by a threaded cylindrical coupler that is provided at the ends of both reinforcing bars and is screwed into the male threaded part, and one or both of the pair rebar, the outer periphery of the round shaft-like reinforcing bar body, the long side direction in an interval have a plurality of knuckles, and the deformed bar is deformed bars having a ridge extending longitudinally threaded rebar joint In
Wherein the end of one or both of the reinforcing bar, the screw groove diameter having a thin male threaded portion than the reinforcing bar body, the male screw portion is thicker portions plurality of locations is a crest diameter of the width corresponding to the knuckles The remainder is a portion with a small thread diameter except for the same circumferential direction as the ridge, the thread groove diameters of both portions are the same, and the thread groove depth of the portion with the thin thread diameter is the same. , 70% or more of the thread groove depth of the thick part of the thread diameter, and the thread diameter of the thick part of the thread diameter is thicker than the rebar main body of the rebar and includes the ridge. Further, the male screw portion is harder than other portions of the reinforcing bar or has a higher tensile strength, and includes a cylindrical coupler that is screwed into the male screw portion of the both reinforcing bars.

この構成によると、一対の鉄筋の雄ねじ部をカプラーにねじ込むことで両鉄筋の接続が行え、一般の鉄筋継手と同様に、配筋の簡素化、工期の短縮が図れる。前記雄ねじ部は、ねじ溝径が鉄筋本体よりも細く、ねじ山径が鉄筋本体よりも太くて最大径よりも細い径であるため、素材となる異形鉄筋に下加工を施さずにそのまま、または真円加工程度の下加工を施すだけで、形成できる。太径化等の大がかりな下加工を施すことなく、異形鉄筋にねじ加工を施すことで雄ねじ部が形成されるため、生産性に優れる。雄ねじ部のねじ溝径が鉄筋本体よりも細いため、継手部における鉄筋の耐引張力等の耐力の低下が懸念されるが、雄ねじ部の硬さが他の部分よりも硬いため、耐力の低下が補え、十分な耐力が得られる。雄ねじ部の溝加工による耐力低下を補う為に必要となる硬さを硬くまたは強くする程度は、雄ねじ部の転造により得られる加工硬化(塑性硬化とも呼ばれる)の程度で足りる。そのため、異形鉄筋にそのまま雄ねじ部を転造すれば、雄ねじ部に必要な硬さも得られる。このため、雄ねじ部の硬さを高めるための専用の工程は不要であり、このことからも生産性に優れる。前記カプラーを準備しておけば、後の作業は、異形鉄筋の切断および雄ねじ部の転造だけで済み、建築現場で行うこともできる。   According to this configuration, both the reinforcing bars can be connected by screwing the male threaded portion of the pair of reinforcing bars into the coupler, and the arrangement of the reinforcing bars can be simplified and the construction period can be shortened as in the case of a general reinforcing bar joint. Since the male thread portion has a thread groove diameter thinner than that of the reinforcing bar main body and a thread diameter larger than that of the reinforcing bar main body and smaller than the maximum diameter, the deformed reinforcing bar used as a material is not subjected to a lower process, or It can be formed simply by applying a sub-process of round processing. Since the male threaded portion is formed by threading the deformed reinforcing bar without subjecting it to a large downsizing such as increasing the diameter, the productivity is excellent. Since the thread groove diameter of the male thread part is narrower than the main body of the reinforcing bar, there is a concern that the strength of the joint part such as tensile strength of the reinforcing bar will be reduced, but the strength of the male thread part is harder than other parts, so the yield strength is reduced. Can be compensated for and sufficient proof stress can be obtained. The degree of hardness or strength required to compensate for the decrease in yield strength due to the groove processing of the male screw portion is sufficient to be the work hardening (also called plastic hardening) obtained by rolling the male screw portion. Therefore, if a male thread part is rolled to a deformed reinforcing bar as it is, the hardness required for the male thread part can also be obtained. For this reason, the process for exclusive use for raising the hardness of an external thread part is unnecessary, and it is excellent also in productivity from this. If the coupler is prepared, the subsequent work only needs to be performed by cutting the deformed reinforcing bar and rolling the male screw part, and can also be performed at the construction site.

この発明の他の異形鉄筋のねじ式鉄筋継手は、一対の鉄筋が両鉄筋の端部に設けられ雄ねじ部に螺合するねじ筒状のカプラーで接続され、前記一対のうちの一方または両方の鉄筋が異形鉄筋である異形鉄筋のねじ式鉄筋継手において、
前記一方または両方の鉄筋は、丸軸状の鉄筋本体の外周に長手方向に延びる突条を有せず長手方向に間隔を開けて複数の節部を有する異形鉄筋であり、
前記一方または両方の鉄筋の端部に、ねじ溝径が前記鉄筋本体よりも細い雄ねじ部を有し、この雄ねじ部は、前記節部に相当する幅の複数箇所がねじ山径の太い部分、残りがねじ山径の細い部分であって、両部分のねじ溝径は互いに同じであり、前記ねじ山径の細い部分のねじ溝深さが、ねじ山径の太い部分のねじ溝深さの70%以上であり、前記ねじ山径太い部分のねじ山径が、前記鉄筋の前記鉄筋本体よりも太くかつ前記突条を含む最大径よりも細く、前記雄ねじ部の硬さが前記鉄筋の他の部分よりも硬くまたは引張強度が強く、前記両鉄筋の前記雄ねじ部に螺合する筒状のカプラーを備えることを特徴とする。
Another embodiment of the threaded reinforcing bar joint of the deformed reinforcing bar according to the present invention includes a pair of reinforcing bars connected to each other by a threaded cylindrical coupler that is provided at the ends of both reinforcing bars and screwed into the male threaded portion. In the threaded rebar joint of deformed rebar where the rebar is a deformed rebar,
The one or both reinforcing bars are deformed reinforcing bars having a plurality of nodes spaced apart in the longitudinal direction without having protrusions extending in the longitudinal direction on the outer circumference of the round shaft-shaped reinforcing bar body,
Wherein the end of one or both of the reinforcing bar, the screw groove diameter having a thin male threaded portion than the reinforcing bar body, the male screw portion is thicker portions plurality of locations is a crest diameter of the width corresponding to the knuckles The remainder is a portion with a thin thread diameter, the thread groove diameters of both portions are the same, and the thread groove depth of the thin thread diameter portion is the thread groove depth of the thick thread diameter portion. The thread diameter of the portion having a large thread diameter is 70% thicker than the rebar main body of the rebar and smaller than the maximum diameter including the protrusions, and the hardness of the male screw portion is the rebar. It is characterized by comprising a cylindrical coupler that is harder or has higher tensile strength than the other parts and that is screwed into the male threaded portions of the two reinforcing bars.

この構成によると、第1の異形鉄筋のねじ式鉄筋継手につき説明した作用効果に加え、
次の作用効果が得られる。
従来の竹節鉄筋と呼ばれる異形鉄筋は、一般に丸軸状の鉄筋本体と節部・リブで構成されているが、前記リブも引張耐力に寄与しており、大凡4%程度を占める。この異形鉄筋に前記雄ねじ部を加工した場合、ねじ溝部分で前記リブが途切れ、リブの断面積により寄与する分の引張耐力が低下する。これにより雄ねじ部が引張耐力の局部的な弱部となる。
これにつき、上記のように鉄筋を長手方向に延びるリブ等の突条を有しない形状とすることで、雄ねじ部が耐力の局部的な弱部となることが回避される。
単に前記突条を無くすと、その分だけ、鉄筋の全体の引張耐力が低下するが、前記雄ねじ部は、転造による加工硬化等で引張強度が強くなっているため、必要な強度が保たれる。さらに確実なものとするには、前記リブ等の突条の断面積に相当する分だけ鉄筋本体の径が大きな鉄筋を用いれば良い。
According to this configuration, in addition to the effects described for the threaded reinforcing bar joint of the first deformed reinforcing bar,
The following effects can be obtained.
Conventional deformed reinforcing bars called bamboo rebars are generally composed of a round shaft-shaped reinforcing bar body and joints / ribs, but the ribs also contribute to the tensile strength and account for about 4%. When the male thread portion is machined on the deformed reinforcing bar, the rib is interrupted at the thread groove portion, and the tensile strength that contributes to the cross-sectional area of the rib is reduced. As a result, the male screw portion becomes a local weak portion of the tensile strength.
In this regard, it is possible to avoid the male screw portion being a locally weak portion of the proof stress by making the reinforcing bar into a shape that does not have protrusions such as ribs extending in the longitudinal direction as described above.
If the ridges are simply eliminated, the tensile strength of the entire rebar will be reduced by that amount, but the male threaded portion has increased tensile strength due to work hardening by rolling, etc., so the necessary strength was maintained. It is. In order to ensure further reliability, it is only necessary to use a reinforcing bar whose diameter is larger than that of the ribs and the like.

前記長手方向に延びる突条を有しない異形鉄筋を用いる場合に、前記一方または両方の鉄筋は、外周面における互いに180°離れた2箇所に、軸方向に垂直な断面が、前記鉄筋本体の外周面を成す円の一部の弧となる直線である帯状平坦部を、軸方向の全長に渡って有するようにしても良い。
前記節部を有する異形鉄筋を製造するにつき、一般的な圧延によると、対向する圧延ロール間の隙間によって前記リブとなる突条が生じる。しかし、圧延時にリブが生じても、そのリブを落として前記帯状平坦部とすれば良く、これにより、前記節部の加工を、一般的な節部およびリブを有する異形鉄筋とする圧延ロール設備を用いて行っても、前記長手方向に延びる突条を有しない節つきの異形鉄筋となる。
In the case of using a deformed reinforcing bar that does not have a protrusion extending in the longitudinal direction, the one or both reinforcing bars have two sections 180 ° apart from each other on the outer peripheral surface, and the cross section perpendicular to the axial direction is the outer periphery of the reinforcing bar main body. You may make it have the strip | belt-shaped flat part which is a straight line used as the one part arc of the circle which comprises a surface over the full length of an axial direction.
When manufacturing a deformed reinforcing bar having the node, according to general rolling, a protrusion that becomes the rib is generated by a gap between opposing rolling rolls. However, even if a rib is generated during rolling, it is only necessary to drop the rib to form the belt-like flat portion, whereby a rolling roll facility in which the processing of the node portion is a deformed reinforcing bar having a general node portion and a rib. Even if it carries out using, it becomes a deformed reinforcing bar with a knot which does not have a ridge extending in the longitudinal direction.

この発明において、前記鉄筋の前記雄ねじ部に螺合して前記カプラーの端面に当接するロックナットを有するようにしても良い。
このようにロックナットを設けた場合、ねじ結合部分におけるガタがなくなり、また引張力の作用時と圧縮力の作用時とで、雄ねじ部とカプラーの雌ねじ部のねじ山同士が接触する面が変わらず、引張耐力および圧縮耐力の両方の要件を充足できる。
In this invention, you may make it have a lock nut screwed together in the said external thread part of the said reinforcing bar, and contact | abutted to the end surface of the said coupler.
When the lock nut is provided in this way, there is no backlash at the screw coupling portion, and the surface where the threads of the male screw portion and the female screw portion of the coupler come into contact with each other changes when the tensile force is applied and when the compressive force is applied. Therefore, the requirements of both tensile strength and compression strength can be satisfied.

この発明の異形鉄筋のねじ式鉄筋継手の製造方法は、この発明の前記いずれかの構成の異形鉄筋のねじ式鉄筋継手を製造する方法であって、鉄筋本体の外周に突条を有する異形鉄筋を任意の長さに切断する切断過程と、この切断された鉄筋の端部に拡径加工を施すことなく雄ねじ部を転造によって加工する雄ねじ転造過程と、この雄ねじ部が加工された一対の鉄筋の前記雄ねじ部に螺合させるカプラーを準備する過程とを含む。
この方法によると、異形鉄筋を任意の長さに切断し、雄ねじ部を転造するだけで、ねじ式鉄筋継手を構成する雄ねじ部付きの鉄筋が得られる。雄ねじ部は転造により加工するため、ねじ加工に伴う断面欠損を補うために雄ねじ部に要求される硬さについても、転造に伴う加工硬化によって得られ、特に硬さを高めるための専用の工程は不要である。そのため優れた生産性が得られる。
The manufacturing method of the threaded reinforcing bar joint of the deformed reinforcing bar of the present invention is a method of manufacturing the threaded reinforcing bar joint of the deformed reinforcing bar having any one of the configurations of the present invention, and has a deformed reinforcing bar having a protrusion on the outer periphery of the reinforcing bar main body. A cutting process in which the male screw part is cut into an arbitrary length, a male screw rolling process in which the male screw part is processed by rolling without subjecting the end of the cut reinforcing bar to a diameter expansion process, and a pair in which the male screw part is processed Preparing a coupler to be screwed into the male thread portion of the reinforcing bar.
According to this method, it is possible to obtain a reinforcing bar with a male screw part constituting a threaded reinforcing bar joint by simply cutting the deformed reinforcing bar into an arbitrary length and rolling the male screw part. Since the male threaded part is processed by rolling, the hardness required for the male threaded part to compensate for the cross-sectional defects associated with threading is also obtained by work hardening associated with rolling, especially for increasing the hardness. No process is required. Therefore, excellent productivity can be obtained.

この発明の異形鉄筋のねじ式鉄筋継手の製造方法において、前記切断過程の後に前記鉄筋の端部における前記雄ねじ部を形成する長さ範囲に、前記突条が略無くなる程度の外径の真円加工を施す真円加工過程を含み、この真円加工過程の後、前記転造を行うようにしても良い。
異形鉄筋にそのまま転造を施しても、必要な雄ねじ部は得られる。しかし、異形鉄筋は節部やリブ等の突条を有するため、転造によってバリを生じる場合がある。真円加工の後に転造を行うことで、前記バリの発生が解消され綺麗に雄ねじ部が得られる。バリの発生が解消されるための真円加工は、前記節部やリブ等の突条を除く程度で良く、前記突条の基端部が残る程度であっても良い。それ以上に細くすることは、細径化による耐力低下のために好ましくない。
In the manufacturing method of the threaded reinforcing bar joint of the deformed reinforcing bar according to the present invention, a perfect circle having an outer diameter to the extent that the protrusion is substantially eliminated in a length range in which the male thread portion is formed at the end of the reinforcing bar after the cutting process. A rolling process may be included, and the rolling may be performed after the machining process.
Even if the deformed reinforcing bar is rolled as it is, the necessary male screw part can be obtained. However, because the deformed reinforcing bar has protrusions such as nodes and ribs, burrs may be generated by rolling. By performing rolling after the perfect circle processing, the generation of the burr is eliminated and a male screw part can be obtained beautifully. The perfect circle processing for eliminating the generation of burrs may be to the extent that the protrusions such as the joints and ribs are removed, and the base end of the protrusions may remain. It is not preferable to make it thinner than that because the yield strength is reduced by reducing the diameter.

この発明の第1の異形鉄筋のねじ式鉄筋継手は、一対の鉄筋が両鉄筋の端部に設けられ雄ねじ部に螺合するねじ筒状のカプラーで接続され、前記一対のうちの一方または両方の鉄筋は、丸軸状の鉄筋本体の外周に、長手方向に間隔を開けて複数の節部を有し、かつ長手方向に延びる突条を有する異形鉄筋である異形鉄筋のねじ式鉄筋継手において、前記一方または両方の鉄筋の端部に、ねじ溝径が前記鉄筋本体よりも細い雄ねじ部を有し、この雄ねじ部は、前記節部に相当する幅の複数箇所がねじ山径の太い部分、残りが、前記突条と同じ周方向箇所を除いて残りがねじ山径の細い部分であって、両部分のねじ溝径は互いに同じであり、前記ねじ山径の細い部分のねじ溝深さが、ねじ山径の太い部分のねじ溝深さの70%以上であり、前記ねじ山径の太い部分のねじ山径が、前記鉄筋の前記鉄筋本体よりも太くかつ前記突条を含む最大径よりも細く、前記雄ねじ部の硬さが前記鉄筋の他の部分よりも硬く、前記両鉄筋の前記雄ねじ部に螺合する筒状のカプラーを備えるため、生産性に優れ、かつ雄ねじ部の加工による耐力低下の実用上の問題が生じずに必要な耐力が得られる。 The threaded reinforcing bar joint of the first deformed reinforcing bar according to the present invention has a pair of reinforcing bars connected to each other by a threaded cylindrical coupler that is provided at the ends of both reinforcing bars and is screwed into the male threaded part, and one or both of the pair rebar, the outer periphery of the round shaft-like reinforcing bar body, the long side direction in an interval have a plurality of knuckles, and the deformed bar is deformed bars having a ridge extending longitudinally threaded rebar joint in the on the end of one or both of the reinforcing bar, the screw groove diameter having a thin male threaded portion than the reinforcing bar body, the male screw portion, a plurality of locations of a width corresponding to the knuckles of the crest diameter The thick part and the rest are the parts with the thin thread diameter except for the same circumferential direction as the ridges, and the thread groove diameters of both parts are the same as each other. The groove depth is 70% or more of the thread groove depth of the portion having a large thread diameter, Crest diameter of the thick portion of major diameter is narrower than the maximum diameter including thick and the ridge than the reinforcing bar body of the reinforcing bar, the hardness of the male screw portion is harder than other portions of the reinforcing bars, wherein Since a cylindrical coupler that is screwed into the male threaded portion of both reinforcing bars is provided, the productivity is excellent, and the necessary yield strength can be obtained without causing a practical problem of a decrease in yield strength due to processing of the male threaded portion.

この発明の他の異形鉄筋のねじ式鉄筋継手は、一対の鉄筋が両鉄筋の端部に設けられ雄ねじ部に螺合するねじ筒状のカプラーで接続され、前記一対のうちの一方または両方の鉄筋が異形鉄筋である異形鉄筋のねじ式鉄筋継手において、
前記一方または両方の鉄筋は、丸軸状の鉄筋本体の外周に長手方向に延びる突条を有せず長手方向に間隔を開けて複数の節部を有する異形鉄筋であり、
前記一方または両方の鉄筋の端部に、ねじ溝径が前記鉄筋本体よりも細い雄ねじ部を有し、この雄ねじ部は、前記節部に相当する幅の複数箇所がねじ山径の太い部分、残りがねじ山径の細い部分であって、両部分のねじ溝径は互いに同じであり、前記ねじ山径の細い部分のねじ溝深さが、ねじ山径の太い部分のねじ溝深さの70%以上であり、前記ねじ山径太い部分のねじ山径が、前記鉄筋の前記鉄筋本体よりも太くかつ前記突条を含む最大径よりも細く、前記両鉄筋の前記雄ねじ部に螺合する筒状のカプラーを備えるため、生産性に優れ、かつ雄ねじ部の加工による耐力低下の実用上の問題が生じずに必要な耐力が得られ、さらに、雄ねじ部が耐力の局部的な弱部となることが回避される。
Another embodiment of the threaded reinforcing bar joint of the deformed reinforcing bar according to the present invention includes a pair of reinforcing bars connected to each other by a threaded cylindrical coupler that is provided at the ends of both reinforcing bars and screwed into the male threaded portion. In the threaded rebar joint of deformed rebar where the rebar is a deformed rebar,
The one or both reinforcing bars are deformed reinforcing bars having a plurality of nodes spaced apart in the longitudinal direction without having protrusions extending in the longitudinal direction on the outer circumference of the round shaft-shaped reinforcing bar body,
Wherein the end of one or both of the reinforcing bar, the screw groove diameter having a thin male threaded portion than the reinforcing bar body, the male screw portion is thicker portions plurality of locations is a crest diameter of the width corresponding to the knuckles The remainder is a portion with a thin thread diameter, the thread groove diameters of both portions are the same, and the thread groove depth of the thin thread diameter portion is the thread groove depth of the thick thread diameter portion. The thread diameter of the portion having a large thread diameter is 70% thicker than the rebar main body of the rebar and smaller than the maximum diameter including the protrusions, and is screwed into the male thread portions of both rebars. Because it has a cylindrical coupler that fits together, it has excellent productivity and the necessary strength can be obtained without causing a practical problem of reduced yield strength due to processing of the male threaded portion. It is avoided that it becomes a part.

この発明の異形鉄筋のねじ式鉄筋継手の製造方法は、この発明のねじ式鉄筋継手を製造する方法であって、鉄筋本体の外周に突条を有する異形鉄筋を任意の長さに切断する切断過程と、この切断された鉄筋の端部に拡径加工を施すことなく雄ねじ部を転造によって加工する雄ねじ転造過程と、この雄ねじ部が加工された一対の鉄筋の前記雄ねじ部に螺合させるカプラーを準備する過程とを含むため、雄ねじ部の必要な耐力が得られるねじ式鉄筋継手を、生産性良く製造することができる。   The manufacturing method of the threaded reinforcing bar joint of the deformed reinforcing bar of the present invention is a method of manufacturing the threaded reinforcing bar joint of the present invention, and is a method of cutting the deformed reinforcing bar having a protrusion on the outer periphery of the reinforcing bar main body to an arbitrary length. The process, a male thread rolling process in which the male thread part is processed by rolling without subjecting the end of the cut reinforcing bar to a diameter expansion process, and the male thread part of the pair of reinforcing bars in which the male thread part is machined. And a step of preparing a coupler to be manufactured, a threaded steel rebar joint capable of obtaining the required strength of the male thread portion can be manufactured with high productivity.

(A)はこの発明の第1の実施形態に係る異形鉄筋のねじ式鉄筋継手の断面図、(B)は同図(A)のIB部分の拡大断面図である。(A) is sectional drawing of the threaded reinforcement joint of the deformed reinforcing bar which concerns on 1st Embodiment of this invention, (B) is an expanded sectional view of the IB part of the same figure (A). 同ねじ式鉄筋継手の分解状態の正面図である。It is a front view of the decomposition | disassembly state of the screw-type rebar joint. 同ねじ式鉄筋継手の製造過程の説明図である。It is explanatory drawing of the manufacturing process of the screw-type rebar joint. この発明の他の実施形態に係る異形鉄筋のねじ式鉄筋継手の断面図である。It is sectional drawing of the screw-type reinforcing bar joint of the deformed reinforcing bar which concerns on other embodiment of this invention. 同ねじ式鉄筋継手の分解状態の正面図である。It is a front view of the decomposition | disassembly state of the screw-type rebar joint. その作用説明図である。It is the action explanatory view. この発明のさらに他の実施形態に係る異形鉄筋のねじ式鉄筋継手の断面図である。It is sectional drawing of the screw-type reinforcing bar joint of the deformed reinforcing bar which concerns on further another embodiment of this invention. 同ねじ式鉄筋継手の分解状態の正面図である。It is a front view of the decomposition | disassembly state of the screw-type rebar joint. 同ねじ式鉄筋継手の製造過程の説明図である。It is explanatory drawing of the manufacturing process of the screw-type rebar joint. (A)は同実施形態にで用いる異形鉄筋の形状および寸法例を示す正面図および側面図、(B)は第1の実施形態で用いる異形鉄筋の形状および寸法例を示す正面図および側面図である。(A) is a front view and a side view showing an example of a deformed reinforcing bar shape and dimensions used in the embodiment, and (B) is a front view and a side view showing an example of deformed reinforcing bar shapes and dimensions used in the first embodiment. It is. この発明の他の実施形態に係る異形鉄筋のねじ式鉄筋継手の断面図である。It is sectional drawing of the screw-type reinforcing bar joint of the deformed reinforcing bar which concerns on other embodiment of this invention. 同ねじ式鉄筋継手の分解状態の正面図である。It is a front view of the decomposition | disassembly state of the screw-type rebar joint. (A)はこの発明の他の実施形態に係る異形鉄筋のねじ式鉄筋継手の断面図、(B)は同図(A)のXIIIB- XIIIB断面図、(C)は異形鉄筋の変形例における同図(B)に相当する断面図である。(A) is a sectional view of a threaded reinforcing bar joint of a deformed reinforcing bar according to another embodiment of the present invention, (B) is a sectional view taken along the line XIIIB-XIIIB of FIG. (A), and (C) is a modification of the deformed reinforcing bar. It is sectional drawing equivalent to the figure (B). 同ねじ式鉄筋継手の製造過程の工程説明図である。It is process explanatory drawing of the manufacturing process of the screw-type rebar joint. 同ねじ式鉄筋継手における鉄筋の圧延およびリブ除去過程の説明図である。It is explanatory drawing of the rolling of a reinforcing bar and the rib removal process in the screw-type reinforcing bar joint. この発明のさらに他の実施形態に係る異形鉄筋のねじ式鉄筋継手の断面図である。It is sectional drawing of the screw-type reinforcing bar joint of the deformed reinforcing bar which concerns on further another embodiment of this invention. 同ねじ式鉄筋継手の鉄筋を用いて定着板をねじ結合で取り付けた例を示す断面図である。It is sectional drawing which shows the example which attached the fixing board by the screw coupling | bonding using the reinforcing bar of the screw-type reinforcing bar joint. (A)、(B)はそれぞれ同定着板の各例の正面図である。(A), (B) is a front view of each example of an identification board.

この発明の第1の実施形態を図1ないし図3と共に説明する。この異形鉄筋のねじ式鉄筋継手は、一対の鉄筋1,1を接続する鉄筋継手であって、互いに接続される一対の鉄筋の対向する端部に雄ねじ部1cを有し、両鉄筋1,1の前記雄ねじ部1c,1cに渡ってカプラー2が螺合している。両雄ねじ部1c,1cは、この実施形態では互いに同じ方向のねじであるが、互いに逆ねじであっても良い。カプラー2は、前記各雄ねじ部1c,1cに螺合する雌ねじ部2aが形成された鋼製のねじ筒状である。カプラー2の外周面は、円筒面状であっても、また長さ方向の一部または全体が、ねじ締め用の工具(図示せず)に係合させる多角形や、一部に平坦面を持つ形状であっても良い。   A first embodiment of the present invention will be described with reference to FIGS. The threaded reinforcing bar joint of the deformed reinforcing bar is a reinforcing bar joint for connecting a pair of reinforcing bars 1 and 1, and has a male threaded portion 1 c at the opposite end of the pair of reinforcing bars connected to each other. The coupler 2 is screwed over the male screw portions 1c and 1c. Both male screw portions 1c and 1c are screws in the same direction in this embodiment, but may be reverse screws. The coupler 2 has a steel screw cylinder shape in which a female screw portion 2a that is screwed into the male screw portions 1c and 1c is formed. The outer peripheral surface of the coupler 2 may be a cylindrical surface, or a part or the whole of the length direction may be a polygon that engages with a screw tightening tool (not shown) or a flat surface in part. It may have a shape.

各鉄筋1は、丸軸状の鉄筋本体1aの外周面に突条1bを有する異形鉄筋である。この実施形態では、突条1bは、鉄筋長手方向に一定間隔置きで円周方向に延びる節部1baと、長手方向に延びるリブ1bbとでなる。リブ1bbは、2本が鉄筋本体1aの180°離れた位置に設けられている。各節部1baは、全周に続く円環状である。節部1baは、2本のリブ1bb,1bb間に延びる半周ずつが、交互に鉄筋長手方向に並ぶ形状であっても良い。また、突条1bは、上記のような節部1baとリブ1bbとでなる形状に限らず、1本で螺旋状に延びる形状や、2本の螺旋状とされて相互の交差部の間が菱形状となる形状等であっても良い。   Each reinforcing bar 1 is a deformed reinforcing bar having a protrusion 1b on the outer peripheral surface of a round shaft-shaped reinforcing bar main body 1a. In this embodiment, the protrusion 1b is composed of a node 1ba extending in the circumferential direction at regular intervals in the longitudinal direction of the reinforcing bar and a rib 1bb extending in the longitudinal direction. Two ribs 1bb are provided at a position 180 degrees away from the reinforcing bar main body 1a. Each node 1ba has an annular shape that continues around the entire circumference. The node portion 1ba may have a shape in which half circumferences extending between the two ribs 1bb and 1bb are alternately arranged in the longitudinal direction of the reinforcing bar. Further, the protrusion 1b is not limited to the shape formed by the node portion 1ba and the rib 1bb as described above, and is formed in a spiral shape by one or two spirals, and the space between the intersecting portions is It may be a diamond shape or the like.

各鉄筋1,1の雄ねじ部1c,1cは、転造ねじであり、加工硬化(塑性硬化とも呼ばれる)によって、鉄筋1,1の他の部分よりも少なくとも表層部の硬さが硬くなっている。   The male screw portions 1c and 1c of the reinforcing bars 1 and 1 are rolling screws, and at least the surface layer is harder than other portions of the reinforcing bars 1 and 1 by work hardening (also called plastic hardening). .

雄ねじ部1cにおける径寸法の関係を説明すると、鉄筋1の雄ねじ部1cは、後述のように節部1baとリブ1bbにねじ加工の精度の向上のために、節部1baおよびリブ1bbの基端が残る程度の真円加工を行ったうえでねじ加工を施すため、次のように節部1baのある箇所とない箇所で寸法が異なっている。なお、リブ1bbのある箇所は節部1baのある箇所と同じであるため、全周で考えると節部1baのある軸方向幅部分と節部1baのない軸方向幅部分とで雄ねじ部1cの径寸法は同じである。   The relationship between the diameters of the male screw portion 1c will be described. The male screw portion 1c of the reinforcing bar 1 has a base end of the node portion 1ba and the rib 1bb in order to improve the accuracy of threading the node portion 1ba and the rib 1bb as will be described later. In order to perform threading after performing round processing to such an extent that remains, the dimensions are different depending on whether or not the node 1ba is present as follows. In addition, since the location with the rib 1bb is the same as the location with the node 1ba, considering the entire circumference, the axial width portion with the node 1ba and the axial width portion without the node 1ba have the male screw portion 1c. The diameter dimensions are the same.

径寸法の関係を具体的に説明する。真円加工の真円の直径D5(図1(B))が鉄筋本体1aの外径D1よりも大きいため、真円加工を行う長さ範囲における鉄筋本体1aの箇所は、未加工部分として残こる。雄ねじ部1cは、ねじ溝径D3が鉄筋本体の外径D1よりも小さく、鉄筋本体1a、およびこれよりも大径の節部1baの真円加工された部分1ba′に渡って形成される。そのため、鉄筋本体1aの箇所と節部1baが真円加工された部分1ba′とで、図1(B)のように、雄ねじ部1cのねじ山径が異なっている。ねじ溝径はどちらも同じD3である。鉄筋本体1aに形成される雄ねじ部1cにおけるねじ溝深さh1は、節部1baの真円加工された部分1ba′のねじ溝深さhに対して、例えば75〜80%、この例では75%とされている。なお、このねじ溝深さの割合h1/h0は、70%以上有れば、雄ねじ部1cにおける鉄筋本体1aにねじ加工された箇所も、鉄筋継手としての締結に支障がないことがシミュレーションにより確認されている。 The relationship between the diameters will be specifically described. Since the diameter D5 (FIG. 1 (B)) of the perfect circle processed by the perfect circle is larger than the outer diameter D1 of the reinforcing bar main body 1a, the portion of the reinforcing bar main body 1a in the length range where the circular processing is performed remains as an unprocessed portion. It's ruined. Male screw portion 1c, a screw groove diameter D3 1 is smaller than the outer diameter D1 of the reinforcing bar body, is formed over the circularity machining portion 1ba 'knuckles 1ba diameter larger reinforcing bar body 1a, and from this . Therefore, as shown in FIG. 1B, the thread diameter of the male threaded portion 1c differs between the location of the reinforcing bar main body 1a and the portion 1ba ′ in which the node portion 1ba is processed into a perfect circle. The screw groove diameter is the same D3 1 both. Screw groove depth h1 of the male screw portion 1c formed in the reinforcing bar body 1a is the screw groove depth h 0 of the circularity machining portion 1ba 'knuckles 1ba, for example 75% to 80%, in this example 75%. In addition, if the ratio h1 / h0 of the thread groove depth is 70% or more, it is confirmed by simulation that there is no hindrance to fastening as a reinforcing bar joint even in a portion threaded on the reinforcing bar main body 1a in the male screw portion 1c. Has been.

鉄筋1の各部の径寸法の一例を示すと、呼び径がD19の鉄筋において、M20でピッチ2.5の雄ねじ部1cを加工した場合、鉄筋本体1aの外径D1が17.88、最大径D2(節部1baの外径)が20.68、ねじ山径D3が19.674、ねじ有効径D3が18.05、ねじ溝径D3が16.607である(単位:mm)。 An example of the diameter of each part of the reinforcing bar 1 is as follows. In the reinforcing bar having a nominal diameter of D19, when the male threaded part 1c having a pitch of 2.5 is processed at M20, the outer diameter D1 of the reinforcing bar body 1a is 17.88, the maximum diameter. D2 (node portion outer diameter of 1ba) is 20.68, crest diameter D3 2 is 19.674, screw effective diameter D3 0 is 18.05, the screw groove diameter D3 1 is 16.607 (unit: mm) .

雄ねじ部1cの長さLは、カプラー2に対する必要ねじ込み長さだけあれば良いが、図1に想像線で示すように、カプラー2の全体をねじ込める長さとしておくことが好ましい。これにより、鉄筋接続作業時に、いずれか一方の鉄筋1の雄ねじ部1cにカプラー2の全体をねじ込んでおき、両鉄筋1,1の端面を合わせた後にカプラー2をねじ戻しながら他方の鉄筋1の雄ねじ部1cに螺合させることができる。そのため、鉄筋1を引っ張りながら螺子込むなどの必要がなくて現場接続の作業性が向上する。雄ねじ部1cのねじ溝の断面形状は、三角形状であっても、台形であっても良い。   The length L of the male screw portion 1c only needs to be a required screwing length with respect to the coupler 2, but it is preferable that the length of the coupler 2 is screwed as shown by an imaginary line in FIG. As a result, during rebar connection work, the entire coupler 2 is screwed into the male threaded portion 1c of either one of the reinforcing bars 1, and after the end surfaces of both reinforcing bars 1 and 1 are aligned, the coupler 2 is unscrewed while the other reinforcing bar 1 is unscrewed. It can be screwed into the male screw portion 1c. Therefore, it is not necessary to screw the reinforcing bar 1 while pulling it, and the workability of the on-site connection is improved. The cross-sectional shape of the thread groove of the male screw portion 1c may be triangular or trapezoidal.

図3と共に、この異形鉄筋のねじ式鉄筋継手の製造方法を説明する。なお、同図とは別にカプラー2は準備しておく。
図3(A)は、素材となる異形鉄筋である鉄筋1を示す。この鉄筋1を、建設現場または工場等で、必要とされる任意の長さに切断する(切断過程)(図3(B))。この切断された鉄筋1の端部における、雄ねじ部1cを形成する長さ範囲の部分に、真円加工を施す(真円加工過程)(図3(C))。この真円加工は、前記のように、鉄筋1の節部1baおよびリブ1bbからなる突条1bの基端が残る程度の略無くなる程度の外径D5(図1(B))の真円に切削を行う加工であり、節部1baは低い突出高さの部分1ba′となる。外径D5は、鉄筋本体1aの外径D1よりも僅かに大きい。ねじ加工に伴う若干の径の変化があるため、外径D5は、雄ねじ部1cのねじ山径D3と異なっている。なお、前記外径D5は、鉄筋本体外径D1と同じかまたは僅かに小さくても良い。
このように鉄筋1の真円加工が施された部分に、雄ねじ部1c(有効径D3)を転造により形成する(雄ねじ転造過程)(図3(D))。転造による雄ねじ部1cの形成の場合、組成流動によりねじ山径D3は前記真円加工の外径D5よりも大きくなり、有効径D3が前記真円加工の外径D5となる。この転造は、例えば鉄筋1の外周に嵌まる転造工具(図示せず)または一対の対向する転造ロールからなる転造設備(図示せず)を用いて、冷間、温間、または熱間で行う。この転造は、より詳しくは、例えばねじ加工を3点で行う加工、いわゆる3点転造とする。
A method for manufacturing the threaded reinforcing bar joint of the deformed reinforcing bar will be described with reference to FIG. Separately, the coupler 2 is prepared.
FIG. 3A shows a reinforcing bar 1 that is a deformed reinforcing bar as a material. The rebar 1 is cut into a desired length at a construction site or a factory (cutting process) (FIG. 3B). A round process is performed on a portion of the cut end of the rebar 1 in a length range for forming the male screw part 1c (round process) (FIG. 3C). As described above, this perfect circle processing is performed to a perfect circle having an outer diameter D5 (FIG. 1B) that is substantially eliminated such that the base end of the protrusion 1b composed of the node 1ba and the rib 1bb of the reinforcing bar 1 remains. This is a process of cutting, and the node portion 1ba becomes a portion 1ba 'having a low protruding height. The outer diameter D5 is slightly larger than the outer diameter D1 of the reinforcing bar main body 1a. Since there is a change in some sizes over threaded, the outside diameter D5 is different from the crest diameter D3 2 of the male screw portion 1c. The outer diameter D5 may be the same as or slightly smaller than the reinforcing bar main body outer diameter D1.
In this way, the male screw portion 1c (effective diameter D3 0 ) is formed by rolling on the portion of the reinforcing bar 1 that has been subjected to the perfect circle processing (male screw rolling process) (FIG. 3D). For formation of the male screw portion 1c by rolling, crest diameter D3 2 is the larger than the outer diameter D5 of a perfect circle processing, the effective diameter D3 0 is the outer diameter D5 of the perfect circle machining the composition flow. This rolling is performed by using a rolling tool (not shown) fitted on the outer periphery of the reinforcing bar 1 or a rolling facility (not shown) composed of a pair of opposing rolling rolls, for example, cold, warm, or Do it hot. More specifically, this rolling is, for example, a so-called three-point rolling process in which screw machining is performed at three points.

このように雄ねじ部1cの転造を行うことで、雄ねじ部1cが加工硬化によって硬くなる。また、雄ねじ部1cのねじ溝径D3が鉄筋本体1aの外径D1よりも細くなり、かつねじ山径D3′は転造時の盛り上がりによって鉄筋本体1aの外径D1よりも太くなる。
なお、前記真円加工(図3(C))は必ずしも行わなくても良い。
また、雄ねじ部1cの真円加工および転造を行う長さは、長さ調整用として長くしておき、配筋の現場で使用箇所に応じて雄ねじ部1cを切断し、鉄筋継手に用いるようにしても良い。これにより施工性が向上する。
By rolling the male screw portion 1c in this way, the male screw portion 1c is hardened by work hardening. Further, the screw groove diameter D3 1 of the male screw portion 1c is thinner than the outer diameter D1 of the reinforcing bar body 1a, and becomes thicker than the outer diameter D1 of the reinforcing bar body 1a crest diameter D3 2 'by swelling during rolling.
The perfect circle processing (FIG. 3C) is not necessarily performed.
Further, the length of the round processing and rolling of the male threaded portion 1c is made longer for length adjustment, and the male threaded portion 1c is cut at the location of the bar arrangement in accordance with the place of use, and used for the reinforcing bar joint. Anyway. This improves the workability.

この構成の鉄筋継手によると、一対の鉄筋1,1の雄ねじ部1c,1cをカプラー2にねじ込むことで両鉄筋1,1の接続が行え、一般の鉄筋継手と同様に、配筋の簡素化、工期の短縮が図れる。前記雄ねじ部1cは、ねじ溝径D3が鉄筋本体1aの外径D1よりも細く、ねじ山径D3が鉄筋本体1aの外径D1よりも太く、また最大径D2よりも細い。そのため、素材となる異形鉄筋1に下加工を施さずにそのまま、または真円加工による下加工を施すだけで、雄ねじ部1cを形成できる。太径化等の大がかりな下加工を施すことなく、異形鉄筋1にねじ加工を施すことで雄ねじ部1cが形成されるため、生産性に優れる。雄ねじ部1cのねじ溝径D3が鉄筋本体1aの外径D1よりも細いため、継手部における鉄筋の耐引張力等の耐力の低下が懸念されるが、雄ねじ部1cの硬さが他の部分よりも硬いため、耐力の低下が補え、十分な耐力が得られる。 According to the rebar joint of this structure, both the rebars 1 and 1 can be connected by screwing the male thread portions 1c and 1c of the pair of rebars 1 and 1 into the coupler 2, and simplification of the bar arrangement as in the case of a general rebar joint. The construction period can be shortened. The male screw portion 1c, thinner than the outer diameter D1 of the screw groove diameter D3 1 rebar body 1a, thicker than the outer diameter D1 of the crest diameter D3 2 rebar body 1a, also narrower than the maximum diameter D2. For this reason, the male threaded portion 1c can be formed as it is without subjecting the deformed reinforcing bar 1 as a raw material to a lower processing as it is or by performing a round processing by a perfect circle processing. Since the male threaded portion 1c is formed by threading the deformed reinforcing bar 1 without performing a large down-sizing such as increasing the diameter, the productivity is excellent. Since the screw groove diameter D3 1 of the male screw portion 1c narrow than the outer diameter D1 of the reinforcing bar body 1a, a scratch tension, etc. of the reinforcing bars in the joint portion but decrease in strength is feared, the hardness of the male screw portion 1c of the other Since it is harder than the part, it can compensate for a decrease in yield strength, and a sufficient yield strength can be obtained.

雄ねじ部1cの溝加工による耐力低下を補う為に必要となる硬さを硬くする程度は、雄ねじ部1cの転造により得られる加工硬化の程度で足りる。そのため、異形鉄筋1にそのまま雄ねじ部を転造すれば、雄ねじ部1cに必要な硬さも得られる。このため、雄ねじ部1cの硬さを高めるための専用の工程は不要であり、このことからも生産性に優れる。前記カプラー2を準備しておけば、後の作業は、異形鉄筋1の切断および雄ねじ部1cの転造だけで済み、建築現場で行うこともできる。   The degree of hardening required to compensate for the decrease in yield strength due to the groove processing of the male screw portion 1c is sufficient for the work hardening obtained by rolling the male screw portion 1c. Therefore, if a male thread part is rolled to the deformed reinforcing bar 1 as it is, the hardness required for the male thread part 1c can also be obtained. For this reason, the process for exclusive use for raising the hardness of the external thread part 1c is unnecessary, and it is excellent also in productivity from this. If the coupler 2 is prepared, the subsequent work only needs to be performed by cutting the deformed reinforcing bar 1 and rolling the male screw portion 1c, and can also be performed at a construction site.

図4〜図6は、この発明の他の実施形態を示す。この異形鉄筋のねじ式鉄筋継手は、図1〜図3と共に前述した第1の実施形態のねじ式鉄筋継手において、各鉄筋1,1の前記雄ねじ部1b,1bにそれぞれ螺合してカプラー2の端面に当接する一対のロックナット3,3が設けられている。ロックナット3の外周面は、円形であっても、多角形であっても良い。この実施形態において、雄ねじ部1cの長さLは、例えばロックナット3とカプラー2の全体を片方の雄ねじ部1cに逃がしておける長さとされる。この実施形態は、特に説明する事項の他は第1の実施形態と同様である。   4 to 6 show another embodiment of the present invention. This threaded reinforcing bar joint of the deformed reinforcing bar is the same as that of the threaded reinforcing bar joint of the first embodiment described above with reference to FIGS. 1 to 3, but is screwed into the male threaded portions 1 b and 1 b of the reinforcing bars 1 and 1. A pair of lock nuts 3, 3 are provided in contact with the end surfaces. The outer peripheral surface of the lock nut 3 may be circular or polygonal. In this embodiment, the length L of the male screw portion 1c is, for example, a length that allows the lock nut 3 and the coupler 2 to escape to one male screw portion 1c. This embodiment is the same as the first embodiment except for matters to be specifically described.

この構成のねじ式鉄筋継手の場合、次のように圧縮力を伝達することができる。これにつき、図6を用いて説明する。両側の鉄筋1,1に引張力(同図に実線の矢印で示す)が作用したときは、鉄筋1の雄ねじ部1cのねじ山におけるカプラー2側の面1caから、カプラー2の雌ねじ部2aのねじ山におけるねじ筒中心側の面2aaに引張力が伝達される。従って、引張力は片方の鉄筋1からナット2に直接に伝達され、もう片方の鉄筋1に伝わることになり、ロックナット3の噛み合いの強度は引張力の伝達に影響しない。両側の鉄筋1,1に圧縮力(同図に破線の矢印で示す)が作用したときは、鉄筋1の雄ねじ部1cのねじ山における反カプラー側の面1cbから、ロックナット3の雌ねじ部3aのねじ山におけるねじ筒側の面3aaに圧縮力が伝達される。この伝達された圧縮力は、ロックナット3とカプラー2との接触面からカプラー2に伝わる。すなわち、圧縮力は、一方の鉄筋1から、ロックナット3、カプラー2、および他方のロックナット3を介して他方の鉄筋1に伝わる。   In the case of the screw-type reinforcing bar joint having this configuration, the compressive force can be transmitted as follows. This will be described with reference to FIG. When a tensile force (indicated by a solid arrow in the figure) acts on the reinforcing bars 1 and 1 on both sides, the surface 1ca on the coupler 2 side of the thread of the male threaded part 1c of the reinforcing bar 1 causes the female threaded part 2a of the coupler 2 to A tensile force is transmitted to the surface 2aa on the screw cylinder center side in the screw thread. Therefore, the tensile force is directly transmitted from one reinforcing bar 1 to the nut 2 and is transmitted to the other reinforcing bar 1, and the meshing strength of the lock nut 3 does not affect the transmission of the tensile force. When a compressive force (indicated by a dashed arrow in the figure) acts on the reinforcing bars 1 and 1 on both sides, the female threaded part 3a of the lock nut 3 from the surface 1cb on the anti-coupler side of the thread of the male threaded part 1c of the reinforcing bar 1 Compressive force is transmitted to the surface 3aa on the screw cylinder side in the thread. The transmitted compressive force is transmitted to the coupler 2 from the contact surface between the lock nut 3 and the coupler 2. That is, the compressive force is transmitted from one reinforcing bar 1 to the other reinforcing bar 1 through the lock nut 3, the coupler 2, and the other lock nut 3.

このため、ロックナット3の幅Cは、鉄筋継手に要求される圧縮耐力が確保できる長さとされる。なお、鉄筋継手に要求される圧縮耐力は、耐圧縮力は降伏点強度に比べて半分程度で足りる。そのため、ロックナット3の締結長さは、カプラー2への締結長さに比べて短い寸法で足りる。この観点で、各ロックナット3は、例えば、少なくとも雄ねじ部1cの2つのねじ山に螺合可能な軸方向幅とされる。この実施形態の場合、上記のように、引張耐力および圧縮耐力の両方の要件を充足できる。   For this reason, the width C of the lock nut 3 is set to a length that can ensure the compression strength required for the reinforcing bar joint. It should be noted that the compression strength required for the reinforced joint is about half of the compression strength compared to the yield strength. For this reason, the fastening length of the lock nut 3 may be shorter than the fastening length to the coupler 2. From this point of view, each lock nut 3 has, for example, an axial width that can be screwed into at least two screw threads of the male screw portion 1c. In the case of this embodiment, the requirements of both tensile strength and compression strength can be satisfied as described above.

図7〜図10(A)は、この発明のさらに他の実施形態を示す。この異形鉄筋のねじ式鉄筋継手は、図1〜図3と共に前述した第1の実施形態のねじ式鉄筋継手において、各鉄筋1,1が、節部1baを有するが、リブ1bb等の長手方向に延びる突条を有しない異形鉄筋からなる。雄ねじ部1cは、転造ねじからなり、その下削りとして、図3(C)で説明したと同様に、図9(C)に示すように真円加工を行う。この場合、リブは有しないので、基本的には、節部1baだけに真円加工を施す。鉄筋1の鉄筋本体1aは、設定する雄ねじ部1cの有効半径内であれば、多少の真円度は転造により補正される。圧延工程でリブ1bbがわずかに発生する場合もあるが、この場合、全断面積に及ぼす影響は小さく、問題は生じない。
この実施形態は、特に説明する事項の他は、前記第1の実施形態と同様であり、重複する説明を省略するが、寸法例については、次のように若干異ならせている。
7 to 10 (A) show still another embodiment of the present invention. The threaded reinforcing bar joint of the deformed reinforcing bar is the same as the threaded reinforcing bar joint of the first embodiment described above with reference to FIGS. 1 to 3, but each reinforcing bar 1, 1 has a node 1 ba, but the longitudinal direction of the rib 1 bb etc. It consists of a deformed bar which does not have a ridge extending in the direction. The male screw portion 1c is formed of a rolled screw, and as a lower cut, the round processing is performed as shown in FIG. 9C, as described with reference to FIG. In this case, since there is no rib, basically, a round process is performed only on the node 1ba. If the reinforcing bar main body 1a of the reinforcing bar 1 is within the effective radius of the male screw portion 1c to be set, some roundness is corrected by rolling. The rib 1bb may be slightly generated in the rolling process, but in this case, the influence on the total cross-sectional area is small and no problem occurs.
This embodiment is the same as the first embodiment except for matters to be specifically described, and overlapping description is omitted. However, the dimensional examples are slightly different as follows.

この実施形態は、第1の実施形態に比べて、次の利点が得られる。従来の竹節鉄筋と呼ばれる異形鉄筋は、一般に丸軸状の鉄筋本体と節部・リブで構成されているが、前記リブも引張耐力に寄与しており、大凡4%程度を占める。この異形鉄筋に、第1の実施形態のように雄ねじ部1cを加工した場合、ねじ溝部分で前記リブが途切れ、リブ1bbの断面積により寄与する分の引張耐力が低下する。これにより雄ねじ部1cが引張耐力の局部的な弱部となる懸念がある。第1の実施形態では、雄ねじ部1cを転造により加工しているので、加工硬化により引張強度が向上していて、実質上、雄ねじ部1cの形成による強度低下の問題は生じないが、より強度確保をより確実にすることが望ましい。
図7〜図10(A)の実施形態は、次のように、鉄筋径を僅かに大きくすることで、強度確保をさらに確実なものとしている。すなわち、第1の実施形態におけるリブ1bbの断面積に相当する分だけ、鉄筋本体1aの径が大きな鉄筋を用いている。
This embodiment provides the following advantages compared to the first embodiment. Conventional deformed reinforcing bars called bamboo rebars are generally composed of a round shaft-shaped reinforcing bar body and joints / ribs, but the ribs also contribute to the tensile strength and account for about 4%. When the male threaded portion 1c is processed on the deformed reinforcing bar as in the first embodiment, the rib is interrupted at the thread groove portion, and the tensile strength that contributes to the cross-sectional area of the rib 1bb is reduced. Thereby, there exists a concern that the external thread part 1c may become a local weak part of tensile strength. In the first embodiment, since the male screw portion 1c is processed by rolling, the tensile strength is improved by work hardening, and the problem of strength reduction due to the formation of the male screw portion 1c does not substantially occur. It is desirable to ensure the strength.
The embodiment shown in FIGS. 7 to 10A further ensures the strength by slightly increasing the diameter of the reinforcing bar as follows. That is, a reinforcing bar having a large diameter of the reinforcing bar main body 1a is used corresponding to the cross-sectional area of the rib 1bb in the first embodiment.

寸法例を図10と共に説明する。第1の実施形態では、例えばD19の鉄筋1を用いる場合、同図(B)に示すように、規格どおりに、鉄筋本体1aの直径17.88であり、リブ1bbが台形状断面形状であって上底3.5、下底4.5、高さ1.4とされている。単位はいずれもmmである。単位は以下同様であり、面積の場合はmmである。
鉄筋本体1aの断面積A、リブ断面積A,全体の断面積Aとすると、
=π(17.88)=251.09
=(3.5+4.5)1.4/2×2≒11.2
A=A+A=251.09+11.2=262.29
/ A=0.043 (4.3%)
である。
そこで、この実施形態では鉄筋本体1aの直径を18.28mmとしている。この場合、
鉄筋本体1aの断面積Aは、
= π(18.28/2)=262.45
である。
このように鉄筋本体1aの直径を17.88→18.28とすることで、リブは形成せず、鉄筋本体1aへ移行している。これにより、ねじ加工による断面欠損は解消し、継手としての性能がさらに向上する。
A dimension example will be described with reference to FIG. In the first embodiment, for example, when the D19 rebar 1 is used, the diameter of the rebar main body 1a is 17.88 and the rib 1bb has a trapezoidal cross-sectional shape as shown in FIG. The upper base is 3.5, the lower base is 4.5, and the height is 1.4. The unit is mm. Units are the same or less, in the case of the area which is mm 2.
Assuming that the cross-sectional area A 0 , the rib cross-sectional area A 1 , and the overall cross-sectional area A of the reinforcing bar main body 1a,
A 0 = π (17.88) 2 = 251.09
A 1 = (3.5 + 4.5) 1.4 / 2 × 2≈11.2
A = A 0 + A 1 = 251.09 + 11.2 = 262.29
A 1 / A = 0.043 (4.3 %)
It is.
Therefore, in this embodiment, the diameter of the rebar main body 1a is 18.28 mm. in this case,
The cross-sectional area A A of the reinforcing bar main body 1a is
A A = π (18.28 / 2) 2 = 262.45
It is.
Thus, the diameter of the reinforcing bar main body 1a is changed from 17.88 to 18.28, so that the rib is not formed and the reinforcing bar main body 1a is shifted to the reinforcing bar main body 1a. Thereby, the cross-sectional defect | deletion by screw processing is eliminated, and the performance as a joint further improves.

図11,12は、図7〜図10(A)の実施形態における鉄筋1を用い、図4〜6の実施形態と同様に、ロックナット3を用いた例を示す。この実施形態において、その他の事項は図4〜6と共に前述した例と同様である。   11 and 12 show an example in which the lock nut 3 is used in the same manner as in the embodiment of FIGS. 4 to 6 using the reinforcing bar 1 in the embodiment of FIGS. 7 to 10A. In this embodiment, other matters are the same as those described above with reference to FIGS.

図13〜図15は、他の実施形態に係るねじ式鉄筋継手およびその製造方法を示す。この実施形態において、特に説明する事項の他は、第1の実施形態と同様である。この実施形態では、前記鉄筋1は、外周面における互いに180°離れた2箇所に、平面状の帯状平坦部4を軸方向の全長に渡って有している。図13(B)に示すように、帯状平坦部4は、鉄筋1の軸方向に垂直な断面が、ねじ本体1aの外周面を成す円の一部の弧である直線となる形状である。帯状平坦部4は平面形状であるため、鉄筋1の節部1baの箇所では幅が広がっている。帯状平坦部4の一般部(鉄筋本体1a)における幅d1は、前記リブ1bbの基端幅と同じかそれぞれ以上の幅とされている。節部1baは、上記のように帯状平坦部4が形成されることにより、円周方向の2箇所で非連続となっている。
なお、図13(C)は、鉄筋1の変形例を示し、後に説明する。
13 to 15 show a threaded reinforcing bar joint and a manufacturing method thereof according to another embodiment. This embodiment is the same as the first embodiment except for matters to be specifically described. In this embodiment, the reinforcing bar 1 has flat belt-like flat portions 4 over the entire length in the axial direction at two locations on the outer peripheral surface that are 180 ° apart from each other. As shown in FIG. 13B, the belt-like flat portion 4 has a shape in which a cross section perpendicular to the axial direction of the reinforcing bar 1 is a straight line that is a partial arc of a circle forming the outer peripheral surface of the screw body 1a. Since the belt-like flat part 4 has a planar shape, the width of the node 1ba of the reinforcing bar 1 is widened. The width d1 of the general portion (rebar main body 1a) of the belt-like flat portion 4 is equal to or larger than the base end width of the rib 1bb. The node portion 1ba is discontinuous at two locations in the circumferential direction by forming the belt-like flat portion 4 as described above.
FIG. 13C shows a modification of the reinforcing bar 1 and will be described later.

前記帯状平坦部4を有する鉄筋1の製造方法を説明する。先ず図15に示すように、丸軸状の鉄筋素材W0から、丸軸状の鉄筋本体1aの外周に節部1baを有する中間鉄筋素材W1(図14(A))を、一対の圧延ロール11,11による熱間の圧延で得る(圧延過程)。このとき、中間鉄筋素材W1には、一対の圧延ロール11,11間の隙間により、両側面にリブ1bbが全長に渡り必然的に生じる。   A method for manufacturing the reinforcing bar 1 having the belt-like flat portion 4 will be described. First, as shown in FIG. 15, an intermediate reinforcing bar material W1 (FIG. 14A) having a node 1ba on the outer periphery of a round shaft-shaped reinforcing bar main body 1a is changed from a round shaft-shaped reinforcing bar material W0 to a pair of rolling rolls 11. , 11 is obtained by hot rolling (rolling process). At this time, the rib 1bb is inevitably generated over the entire length of the intermediate rebar material W1 due to the gap between the pair of rolling rolls 11 and 11.

この圧延過程で成形されて来る加熱状態の中間鉄筋素材W1から、圧延ロール11の後段に設置されたリブ除去用工具14により、両側面のリブ1bbを掻き取り、外周面における互いに180°離れた2箇所に、前記帯状平坦部4を有するねじ加工用素材鉄筋W2(図14(B))に加工される(リブ除去過程)。リブ除去用工具14は、先端が直線状の板状または塊状等の工具とされ、位置固定に設置しておけば、中間鉄筋素材W1の送りに伴ってリブ1bbの掻取りが行われる。前記送りは、例えば、案内ロール12,13の一部のものを回転駆動させるロールとすることで行われる。これら案内ロール12,13は、圧延ロール11の前後に鉄筋送り方向に沿って並べられている。
上記の帯状平坦部4を有するねじ加工用素材鉄筋W2は、直線材で一定長さに切断されるが、細物はコイル状の素材として製造されるケースもある。
The ribs 1bb on both side surfaces are scraped off from the heated intermediate rebar material W1 formed in the rolling process by the rib removing tool 14 installed at the subsequent stage of the rolling roll 11, and 180 ° apart from each other on the outer peripheral surface. It is processed into the thread processing material reinforcing bar W2 (FIG. 14B) having the belt-like flat portion 4 at two places (rib removing process). The rib removing tool 14 is a plate-like or lump-like tool having a straight tip, and if installed at a fixed position, the rib 1bb is scraped along with the feeding of the intermediate reinforcing bar material W1. The feeding is performed by, for example, a roll that rotationally drives a part of the guide rolls 12 and 13. These guide rolls 12 and 13 are arranged along the rebar feed direction before and after the rolling roll 11.
The threading material rebar W2 having the belt-like flat portion 4 is cut to a certain length with a straight material, but there are cases where the fine material is manufactured as a coil-shaped material.

このように準備された長尺のねじ加工用素材鉄筋W2は、例えば配筋の現場または工場において、任意の長さに、図14(C)のように切断して使用される(切断過程)。
この切断したねじ加工用素材鉄筋W2に、前記真円加工を施し、図14(D)のように節部1baは低い突出高さの部分1ba′となる。同図の破線は、この部分1ba′における真円加工前の状態の節部1baを示す。
この真円加工を終えたねじ加工用素材鉄筋W2における前記真円加工された長さ範囲につき、第1の実施形態で説明したと同様に、前記雄ねじ部1cを加工する(雄ねじ転造過程)。
The long threaded material rebar W2 prepared in this way is used by cutting it to an arbitrary length as shown in FIG. 14C, for example, at the site of the bar arrangement or at the factory (cutting process). .
The cut circular material rebar W2 is subjected to the above-described circular processing, so that the node portion 1ba becomes a portion 1ba 'having a low protruding height as shown in FIG. The broken line in the figure shows the node portion 1ba in the state before processing the perfect circle in this portion 1ba '.
In the same way as described in the first embodiment, the male threaded portion 1c is processed for the length range of the threaded material rebar W2 that has been subjected to the circular processing in the same manner as described in the first embodiment (male thread rolling process). .

この構成の場合、雄ねじ部1cを有する鉄筋1が帯状平坦部4を有し、長手方向に続くリブのような突出部分を有しない。そのため、前記リブを有する異形鉄筋にねじ加工したものに比べ、鉄筋1における雄ねじ部1cの形成箇所と雄ねじ部1cのない一般部分とで、真円加工やねじ加工に伴う断面欠損による断面積の差が少なく、耐力の差が小さい。このため、実用上、鉄筋継手が鉄筋の局部的な弱部として問題とならない。前記リブの断面積に相当する分だけ大径の鉄筋とすることで、リブがなくても、リブ付きの鉄筋と同等の耐力が確保される。例えば前記リブ1bbの断面積は全断面積の4%程度であり、この分だけ大径の鉄筋とすることで、リブ付きの鉄筋と同等の耐力が確保される。   In the case of this configuration, the reinforcing bar 1 having the male screw portion 1c has the belt-like flat portion 4 and does not have a protruding portion such as a rib continuing in the longitudinal direction. Therefore, compared with what was screw-processed to the deformed reinforcing bar which has the said rib, the cross-sectional area by the cross-sectional defect | deletion accompanying a perfect circle process or a screw process in the formation part of the external thread part 1c in the reinforcing bar 1 and the general part without the external thread part 1c The difference is small and the difference in yield strength is small. For this reason, a rebar joint does not become a problem as a local weak part of a rebar practically. By setting the reinforcing bar to have a large diameter corresponding to the cross-sectional area of the rib, even if there is no rib, the same proof strength as that of the reinforcing bar with the rib is secured. For example, the cross-sectional area of the rib 1bb is about 4% of the total cross-sectional area, and by using a correspondingly large diameter reinforcing bar, the same proof strength as that of the reinforcing bar with the rib is ensured.

雄ねじ部1cがこの実施形態のように転造ねじである場合は、切削加工のような断面欠損を生じず、塑性流動で鉄筋全周のうちの他の部分が大径となって、断面積の低下は少ない。また、転造ねじであると、雄ねじ転造過程で塑性硬化が生じて耐力が向上する。そのため、実際には、前記4%程度の断面積差の一部を補う程度の太さと鉄筋1とすることで、リブ付きの鉄筋と同等の耐力が確保される。   When the male screw portion 1c is a rolled screw as in this embodiment, a cross-sectional defect such as cutting does not occur, and the other part of the entire rebar circumference has a large diameter due to plastic flow. There is little decline. Moreover, if it is a rolled screw, plastic hardening occurs in the male screw rolling process, and the yield strength is improved. Therefore, in practice, by setting the thickness and the reinforcing bar 1 so as to compensate for a part of the cross-sectional area difference of about 4%, the proof strength equivalent to that of the reinforcing bar with ribs is ensured.

また、製造過程においても、前記節部1baおよび雄ねじ部1cを有する鉄筋1を製造するにつき、節部1baの圧延による形成時にリブ1bbが生じても、そのリブ1bbを除去して前記帯状平坦部4とすれば良く、一般的な圧延による異形鉄筋を素材として雄ねじ部1c付きの鉄筋1を製造することができる。
リブ1bbの除去については、節部1baを得るための圧延過程で成形されて来る加熱状態の中間鉄筋素材W1からリブ1bbを掻き落とすことにより前記帯状平坦部4を形成することで得られるため、切削等の工程が不要で、簡単に能率良く除去することができる。
Also, in the manufacturing process, when the reinforcing bar 1 having the node portion 1ba and the male screw portion 1c is manufactured, even if the rib 1bb occurs when the node portion 1ba is formed by rolling, the rib-shaped flat portion is removed by removing the rib 1bb. The reinforcing bar 1 with the external thread 1c can be manufactured using a deformed reinforcing bar by general rolling as a raw material.
The removal of the rib 1bb can be obtained by forming the belt-like flat portion 4 by scraping the rib 1bb from the heated intermediate rebar material W1 formed in the rolling process for obtaining the node 1ba. A process such as cutting is unnecessary, and it can be easily and efficiently removed.

なお、この実施形態では鉄筋1に帯状平坦部4を設けるようにしたが、例えば図13(C)に断面を示すように、単に前記リブ1bbを有しない鉄筋を用いても、この実施形態と同様に、鉄筋1における雄ねじ部1cの形成箇所と雄ねじ部1cのない一般部分との耐力差を少なくすることができる。リブのみ無くせば、すなわち長手方向に沿って延びる突出部分がなければ、ねじの転造前後での断面積の変化はなく、節部1baは伸びても支障がない。図13(C)の例の鉄筋1では、鉄筋本体1aは全周にわたり真円であり、節部1baは円周方向の2か所で途切れ部1baaが生じている。同図のリブを無くすのみとして帯状平坦部を形成しない場合は、圧延により節1baを成形するにつき、圧延設備が特殊な仕様とはなるが、掻き落としによるリブ除去過程は不要である。
前記鉄筋1に帯状平坦部4を設けたものを用いる場合、または図13(C)のように単に前記リブ1bbを有しない鉄筋を用いる場合も、図4の実施形態と同様に、ロックナットを設けても良い。
In this embodiment, the strip-like flat portion 4 is provided in the reinforcing bar 1. However, as shown in FIG. 13C, for example, a reinforcing bar that does not have the rib 1bb is used as in this embodiment. Similarly, the difference in yield strength between the portion where the male screw portion 1c is formed in the reinforcing bar 1 and the general portion without the male screw portion 1c can be reduced. If only the rib is eliminated, that is, if there is no projecting portion extending along the longitudinal direction, there is no change in the cross-sectional area before and after the rolling of the screw, and there is no problem even if the node 1ba extends. In the reinforcing bar 1 in the example of FIG. 13C, the reinforcing bar main body 1a is a perfect circle over the entire circumference, and the node part 1ba has two discontinuous parts 1baa in the circumferential direction. When the strip-shaped flat portion is not formed only by eliminating the ribs in the figure, the rolling equipment has a special specification for forming the node 1ba by rolling, but the rib removing process by scraping is unnecessary.
In the case where the reinforcing bar 1 provided with the belt-like flat portion 4 is used, or when the reinforcing bar not having the rib 1bb is used as shown in FIG. It may be provided.

また、前記各実施形態では両側の鉄筋1,1を同じ構成としたが、両側の鉄筋1,1は同径でなくても良く、またいずれか一方の鉄筋1は、例えば図16に示す例のように異形鉄筋ではなく単に丸軸状であっても良い。この例では1サイズ大きい鉄筋1Aを用いている。1サイズ大きい鉄筋1Aを用いることで、雄ねじ部1cの剛性低下が回避される。   Further, in each of the above embodiments, the reinforcing bars 1 and 1 on both sides have the same configuration, but the reinforcing bars 1 and 1 on both sides may not have the same diameter, and either one of the reinforcing bars 1 is an example shown in FIG. Instead of a deformed reinforcing bar, a round shaft may be used. In this example, a reinforcing bar 1A that is one size larger is used. By using the reinforcing bar 1A that is one size larger, a decrease in the rigidity of the male screw portion 1c is avoided.

図17,18は、雄ねじ部1cを加工した鉄筋1の前記雄ねじ部1cに、拡径頭部付与部品61をそのねじ穴61aで取付けて定着力付与用の拡径頭部6を形成した例である。同図の鉄筋1の雄ねじ部1cは、鉄筋継手用に形成したものであっても、また拡径頭部付与部品61の取付用として短く形成したものであっても良い。また、鉄筋1の一端を図1のねじ式鉄筋継手で他の鉄筋と接続し、他端に拡径頭部付与部品61を取付けても良い。拡径頭部付与部品61は、ねじ穴61aを有する板状とされ、外周形状は、図18(A)のように円形であっても、同図(B)のように矩形であっても良い。   FIGS. 17 and 18 show an example in which a diameter-enlarged head 6 for fixing force application is formed by attaching a diameter-enlarged head imparting component 61 to the male threaded portion 1c of the reinforcing bar 1 processed from the male threaded portion 1c through its screw hole 61a. It is. The male screw portion 1c of the reinforcing bar 1 in the figure may be formed for a reinforcing bar joint, or may be formed short for mounting the enlarged diameter head imparting component 61. Further, one end of the reinforcing bar 1 may be connected to another reinforcing bar with the screw-type reinforcing bar joint of FIG. The diameter-enlarged head imparting component 61 is a plate having a screw hole 61a, and the outer peripheral shape may be a circle as shown in FIG. 18A or a rectangle as shown in FIG. good.

一般的に、鉄筋1の端部は、例えば梁となるコンクリート部分の鉄筋を柱となるコンクリート部分に内に埋め込むような場合に、柱内で定着力を確保するために、U字状やL字状に屈曲させて埋め込む場合が多い。しかし、このような鉄筋の屈曲部分が多数あると柱内の配筋が煩雑となる。そこで、鉄筋の端部に拡径した拡径頭部を形成し、U字状やL字状の屈曲部分の代わりとして定着力を確保することが行われているが、前記従来の拡径頭部は、鉄筋の端部を高周波誘導等により熱間で塑性変形させて製造することから、製造過程に設備や手間が必要となる。
このような課題に対して、図17,18の拡径頭部付与部品61をねじ結合して拡径頭部6を形成する場合、特別な設備が不要で、手間も掛けずに簡単に拡径頭部6を形成することができる。
なお、図17,18に示す実施形態において、鉄筋1は、図7や、図13等に示すものを用いても良い。
In general, the end portion of the reinforcing bar 1 is formed in a U-shape or L in order to secure a fixing force in a pillar when, for example, a reinforcing bar of a concrete part that becomes a beam is embedded in a concrete part that becomes a column. It is often bent and embedded in a letter shape. However, if there are many such bent portions of the reinforcing bars, the arrangement of the bars in the column becomes complicated. Therefore, an enlarged head having an enlarged diameter is formed at the end of the reinforcing bar, and fixing force is secured instead of a U-shaped or L-shaped bent portion. Since the part is manufactured by plastically deforming the end of the reinforcing bar by high-frequency induction or the like, equipment and labor are required in the manufacturing process.
In response to such a problem, when the enlarged head portion 61 shown in FIGS. 17 and 18 is screwed to form the enlarged head portion 6, no special equipment is required, and it can be easily expanded without much effort. A radial head 6 can be formed.
In the embodiment shown in FIGS. 17 and 18, the reinforcing bars 1 shown in FIGS. 7 and 13 may be used.

以上、実施形態に基づいてこの発明を実施するための形態を説明したが、今回開示された実施の形態はすべての点で例示であって制限的なものではない。この発明の範囲は上記した説明ではなくて特許請求の範囲によって示され、特許請求の範囲と均等の意味および範囲内でのすべての変更が含まれることが意図される。   As mentioned above, although the form for implementing this invention based on embodiment was demonstrated, embodiment disclosed this time is an illustration and restrictive at no points. The scope of the present invention is defined by the terms of the claims, rather than the description above, and is intended to include any modifications within the scope and meaning equivalent to the terms of the claims.

1、1A…鉄筋
1a…鉄筋本体
1b…突条
1ba…節部
1bb…リブ
1c…雄ねじ部
2…カプラー
2a…雌ねじ部
3…ロックナット
4…帯状平坦部
D1…鉄筋本体の外径
D2…最大径
D3…ねじ有効径
D3…ねじ溝径
D3、D3′…ねじ山径
DESCRIPTION OF SYMBOLS 1, 1A ... Reinforcing bar 1a ... Reinforcing bar main body 1b ... Projection 1ba ... Node 1bb ... Rib 1c ... Male screw part 2 ... Coupler 2a ... Female screw part 3 ... Lock nut 4 ... Strip-like flat part D1 ... Outer diameter D2 of reinforcing bar main body ... Maximum Diameter D3 0 ... Screw effective diameter D3 1 ... Screw groove diameter D3 2 , D3 2 '... Screw thread diameter

Claims (6)

一対の鉄筋が両鉄筋の端部に設けられ雄ねじ部に螺合するねじ筒状のカプラーで接続され、前記一対のうちの一方または両方の鉄筋は、丸軸状の鉄筋本体の外周に、長手方向に間隔を開けて複数の節部を有し、かつ長手方向に延びる突条を有する異形鉄筋である異形鉄筋のねじ式鉄筋継手において、
前記一方または両方の鉄筋の端部に、ねじ溝径が前記鉄筋本体よりも細い雄ねじ部を有し、この雄ねじ部は、前記節部に相当する幅の複数箇所がねじ山径の太い部分、残りが、前記突条と同じ周方向箇所を除いてねじ山径の細い部分であって、両部分のねじ溝径は互いに同じであり、前記ねじ山径の細い部分のねじ溝深さが、ねじ山径の太い部分のねじ溝深さの70%以上であり、前記ねじ山径の太い部分のねじ山径が、前記鉄筋の前記鉄筋本体よりも太くかつ前記突条を含む最大径よりも細く、前記雄ねじ部の硬さが前記鉄筋の他の部分よりも硬くまたは引張強度が強く、前記両鉄筋の前記雄ねじ部に螺合する筒状のカプラーを備えることを特徴とする異形鉄筋のねじ式鉄筋継手。
A pair of reinforcing bars are provided at the ends of both reinforcing bars and are connected by a threaded cylindrical coupler that is threadedly engaged with the male threaded portion. One or both reinforcing bars of the pair are long on the outer periphery of the round shaft-shaped reinforcing bar body. at intervals in the longitudinal direction have a plurality of knuckles, and in threaded rebar joint deformed bar is deformed bars having a ridge extending in a longitudinal direction,
Wherein the end of one or both of the reinforcing bar, the screw groove diameter having a thin male threaded portion than the reinforcing bar body, the male screw portion is thicker portions plurality of locations is a crest diameter of the width corresponding to the knuckles The remainder is a portion with a small thread diameter except for the same circumferential direction as the ridge, the thread groove diameters of both portions are the same, and the thread groove depth of the portion with the thin thread diameter is the same. , 70% or more of the thread groove depth of the thick part of the thread diameter, and the thread diameter of the thick part of the thread diameter is thicker than the rebar main body of the rebar and includes the ridge. A deformed reinforcing bar comprising a cylindrical coupler that is thin, has a hardness of the male screw part that is harder than other parts of the reinforcing bar or has a higher tensile strength, and is screwed into the male screw part of the two reinforcing bars. Screw rebar joint.
一対の鉄筋が両鉄筋の端部に設けられ雄ねじ部に螺合するねじ筒状のカプラーで接続され、前記一対のうちの一方または両方の鉄筋が異形鉄筋である異形鉄筋のねじ式鉄筋継手において、
前記一方または両方の鉄筋は、丸軸状の鉄筋本体の外周に長手方向に延びる突条を有せず長手方向に間隔を開けて複数の節部を有する異形鉄筋であり、
前記一方または両方の鉄筋の端部に、ねじ溝径が前記鉄筋本体よりも細い雄ねじ部を有し、この雄ねじ部は、前記節部に相当する幅の複数箇所がねじ山径の太い部分、残りがねじ山径の細い部分であって、両部分のねじ溝径は互いに同じであり、前記ねじ山径の細い部分のねじ溝深さが、ねじ山径の太い部分のねじ溝深さの70%以上であり、前記ねじ山径太い部分のねじ山径が、前記鉄筋の前記鉄筋本体よりも太くかつ前記突条を含む最大径よりも細く、前記雄ねじ部の硬さが前記鉄筋の他の部分よりも硬くまたは引張強度が強く、前記両鉄筋の前記雄ねじ部に螺合する筒状のカプラーを備えることを特徴とする異形鉄筋のねじ式鉄筋継手。
In a threaded rebar joint of a deformed rebar in which a pair of rebars are provided at the ends of both rebars and are connected by a threaded cylindrical coupler that is screwed into a male thread, and one or both of the rebars are deformed rebars ,
The one or both reinforcing bars are deformed reinforcing bars having a plurality of nodes spaced apart in the longitudinal direction without having protrusions extending in the longitudinal direction on the outer circumference of the round shaft-shaped reinforcing bar body,
Wherein the end of one or both of the reinforcing bar, the screw groove diameter having a thin male threaded portion than the reinforcing bar body, the male screw portion is thicker portions plurality of locations is a crest diameter of the width corresponding to the knuckles The remainder is a portion with a thin thread diameter, the thread groove diameters of both portions are the same, and the thread groove depth of the thin thread diameter portion is the thread groove depth of the thick thread diameter portion. The thread diameter of the portion having a large thread diameter is 70% thicker than the rebar main body of the rebar and smaller than the maximum diameter including the protrusions, and the hardness of the male screw portion is the rebar. A screw-type reinforcing bar joint for deformed reinforcing bars comprising a cylindrical coupler that is harder or has a higher tensile strength than the other parts and that is screwed into the male threaded portions of both reinforcing bars.
請求項2に記載の異形鉄筋のねじ式鉄筋継手において、前記一方または両方の鉄筋は、外周面における互いに180°離れた2箇所に、軸方向に垂直な断面が、前記鉄筋本体の外周面を成す円の一部の弧となる直線である帯状平坦部を、軸方向の全長に渡って有する異形鉄筋のねじ式鉄筋継手。   The threaded reinforcing bar joint of the deformed reinforcing bar according to claim 2, wherein the one or both reinforcing bars have an axial cross section perpendicular to an axial direction at two locations 180 ° apart from each other on the outer peripheral surface. A threaded reinforcing bar joint of a deformed bar having a belt-like flat portion that is a straight line that forms a partial arc of a circle formed over the entire length in the axial direction. 請求項1ないし請求項3のいずれか1項に記載の異形鉄筋のねじ式鉄筋継手であって、前記鉄筋の前記雄ねじ部に螺合して前記カプラーの端面に当接するロックナットを有する異形鉄筋のねじ式鉄筋継手。   The deformed reinforcing bar threaded reinforcing bar joint according to any one of claims 1 to 3, wherein the deformed reinforcing bar has a lock nut that is screwed into the male thread portion of the reinforcing bar and abuts against an end face of the coupler. Threaded rebar joint. 請求項1ないし請求項4のいずれか1項に記載の異形鉄筋のねじ式鉄筋継手を製造する方法であって、鉄筋本体の外周に突条を有する異形鉄筋を任意の長さに切断する切断過程と、この切断された鉄筋の端部に拡径加工を施すことなく雄ねじ部を転造によって加工する雄ねじ転造過程と、この雄ねじ部が加工された一対の鉄筋の前記雄ねじ部に螺合させるカプラーを準備する過程とを含む異形鉄筋のねじ式鉄筋継手の製造方法。   5. A method of manufacturing a threaded reinforcing bar joint of a deformed reinforcing bar according to claim 1, wherein the deformed reinforcing bar having a protrusion on the outer periphery of the reinforcing bar main body is cut to an arbitrary length. The process, a male thread rolling process in which the male thread part is processed by rolling without subjecting the end of the cut reinforcing bar to a diameter expansion process, and the male thread part of the pair of reinforcing bars in which the male thread part is machined. A method of manufacturing a threaded reinforcing bar joint of a deformed reinforcing bar including a step of preparing a coupler to be deformed. 請求項5に記載の異形鉄筋のねじ式鉄筋継手の製造方法において、前記切断過程の後に前記鉄筋の端部における前記雄ねじ部を形成する長さ範囲に、前記突条が略無くなる程度の外径の真円加工を施す真円加工過程を含み、この真円加工過程の後、前記転造を行う異形鉄筋のねじ式鉄筋継手の製造方法。   In the manufacturing method of the threaded reinforcing bar joint of the deformed reinforcing bar according to claim 5, the outer diameter of the extent that the protrusion is substantially eliminated in the length range in which the male screw part is formed at the end of the reinforcing bar after the cutting process. The manufacturing method of the screw-type reinforcing bar joint of the deformed bar which carries out the rolling after this round processing process.
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PCT/JP2017/023758 WO2018070075A1 (en) 2016-10-13 2017-06-28 Screw-type rebar joint of deformed rebar and manufacturing method thereof
EP17860388.2A EP3527739A4 (en) 2016-10-13 2017-10-11 Screw-type rebar joint structure of deformed rebar and manufacturing method thereof
KR1020197004262A KR102435778B1 (en) 2016-10-13 2017-10-11 Threaded rebar joint structure of deformed rebar and its manufacturing method
CN201780050050.2A CN109563706B (en) 2016-10-13 2017-10-11 Screw type reinforcing steel bar joint structure of special-shaped reinforcing steel bar and manufacturing method thereof
PCT/JP2017/036830 WO2018070429A1 (en) 2016-10-13 2017-10-11 Screw-type rebar joint structure of deformed rebar and manufacturing method thereof
AU2017341568A AU2017341568B2 (en) 2016-10-13 2017-10-11 Screw-type rebar joint structure of deformed rebar and manufacturing method thereof
TW106135096A TWI691637B (en) 2016-10-13 2017-10-13 Threaded reinforcing bar coupling structure for deformed reinforcing bars and method for manufacturing thereof, reinforcement structure and method for structuring thereof
US16/279,390 US11274446B2 (en) 2016-10-13 2019-02-19 Screw-type rebar joint structure of deformed rebar and manufacturing method thereof

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