JPH0629323Y2 - Different diameter joint for threaded joint bar - Google Patents

Different diameter joint for threaded joint bar

Info

Publication number
JPH0629323Y2
JPH0629323Y2 JP5304288U JP5304288U JPH0629323Y2 JP H0629323 Y2 JPH0629323 Y2 JP H0629323Y2 JP 5304288 U JP5304288 U JP 5304288U JP 5304288 U JP5304288 U JP 5304288U JP H0629323 Y2 JPH0629323 Y2 JP H0629323Y2
Authority
JP
Japan
Prior art keywords
diameter
joint
screw
small
bar
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.)
Expired - Lifetime
Application number
JP5304288U
Other languages
Japanese (ja)
Other versions
JPH01157813U (en
Inventor
義規 永井
悟 芝
公文 坂中
清治 花田
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.)
Kobe Steel Ltd
Original Assignee
Kobe Steel 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 Kobe Steel Ltd filed Critical Kobe Steel Ltd
Priority to JP5304288U priority Critical patent/JPH0629323Y2/en
Publication of JPH01157813U publication Critical patent/JPH01157813U/ja
Application granted granted Critical
Publication of JPH0629323Y2 publication Critical patent/JPH0629323Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、コンクリート構造物に使用される螺子節鉄筋
の接続に用いる継ぎ手に関し、特に、太径螺子節鉄筋と
これより僅かに細径の細径螺子節鉄筋との接合に用いる
異径継ぎ手に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a joint used for connecting a threaded joint bar used in a concrete structure, and particularly to a large diameter threaded joint bar and a slightly smaller diameter. The present invention relates to a joint having a different diameter used for joining with a small-diameter screw joint rebar.

〔従来の技術〕 コンクリート構造物を作る場合、その構造物の規模にも
よるが、一般にコンクリート構造物が低層部から高層部
に移るにつれ、その構造物に使用される鉄筋は、太径か
ら徐々に細径へと寸法変えがなされている。そして、螺
子節鉄筋も同様の施工がなされている。
[Prior Art] Generally, when a concrete structure is made, depending on the scale of the structure, as the concrete structure moves from the low-rise part to the high-rise part, the reinforcing bars used in the structure gradually increase in diameter from large diameter. The size has been changed to a smaller diameter. And, the same construction is also applied to the threaded joint bar.

ところで、上記の螺子節鉄筋の場合、その接合に仕方
は、従来から行われているガス圧接法または機械継ぎ手
(以下継ぎ手と言う)による施工法が使われるが、前者
は、圧接技術の信頼性、圧接技術者の要員減少、天候等
に左右され、その施工性および工期等に多くの問題をか
かえている。このため近年はこのガス圧接法に代わり、
継ぎ手を回転させて接合し得ることから熟練を要するこ
と無く作業が出来、しかも施工性および工期短縮に大き
く寄与する後者の施工法が多用されつつある。そして、
この施工法に使用する継ぎ手は、その内周面に螺子縁鉄
筋の雄螺子に合う雌螺子が加工されてある。
By the way, in the case of the above-mentioned thread-bar reinforcement, the conventional method of joining is the gas pressure welding method or the mechanical joint (hereinafter referred to as joint) construction method. However, due to the decrease in the number of pressure welding engineers and the weather, there are many problems in terms of workability and construction period. Therefore, in recent years, instead of this gas pressure welding method,
Since the joint can be rotated and joined, work can be performed without requiring skill, and the latter construction method, which greatly contributes to workability and shortening of the construction period, is being widely used. And
The joint used in this construction method has a female screw, which fits the male screw of the screw edge rebar, formed on its inner peripheral surface.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

ところで、この種の継ぎ手において、太径螺子節鉄筋と
細径螺子節鉄筋とを接合する異径継ぎ手で、太径螺子節
鉄筋側の雌螺子を干渉するような寸法差の細径螺子節鉄
筋側の雌螺子を有する異径継ぎ手、換言すれば、細径螺
子節鉄筋の螺子節部の外径が、太径螺子節鉄筋の螺子節
部の外径と谷径との間にあるような太径螺子節鉄筋と細
径螺子節鉄筋とを接合するための異径継ぎ手は、継ぎ手
の略中央部を境にして、細径側と太径側とで螺子径の異
なる雌螺子が加工されてあり、この継ぎ手を使用する場
合は、螺子鉄筋の何れか一方を回転させて接合しなけれ
ばならないが、螺子鉄筋が長尺または大径で重量がある
場合、あるいは、螺子鉄筋が曲げ加工されていて隣の鉄
筋に当たる場合は回転が出来ない。
By the way, in this type of joint, it is a joint with a different diameter that joins a large-diameter threaded knot rebar and a small-diameter threaded knot rebar, and a small-diameter threaded knot rebar with a dimensional difference that interferes with the female screw Different diameter joint having a female thread on the side, in other words, the outer diameter of the threaded joint of the small diameter threaded joint bar is between the outer diameter of the threaded joint of the large diameter threaded joint bar and the root diameter. The different-diameter joint for joining the large-diameter screw-bar reinforcement and the small-diameter screw-bar reinforcement has female threads with different screw diameters processed on the small-diameter side and the large-diameter side, with the approximate center of the joint as the boundary. When using this joint, one of the screw rebars must be rotated to join, but if the screw rebar is long or large in diameter and heavy, or if the screw rebar is bent, If it hits the rebar next to it, it cannot rotate.

また一方、上記のように太径雌螺子と細径雌螺子との径
差が僅かな場合の継ぎ手で、細径雌螺子が太径雌螺子を
通して切削されていると、細径雌螺子の谷が太径雌螺子
の山を削り取るため、この種の継ぎ手に求められている
螺子節鉄筋同士を接合した状態で、細径螺子節鉄筋の母
材が有する引張り強さ程度の引張り力を与えた場合に、
継ぎ手から螺子節鉄筋が抜けないことおよび継ぎ手から
破断しないこと等の制約を超えることが出来ないと思わ
れており、この種の形態の螺子節鉄筋用異径継ぎ手は実
用されていなかった。
On the other hand, as described above, in the joint where the diameter difference between the large diameter female screw and the small diameter female screw is small, when the small diameter female screw is cut through the large diameter female screw, the valley of the small diameter female screw is Since it scrapes off the pile of the large-diameter female screw, in the state where the joints of the threaded joints required for this type of joint are joined together, a tensile force that is about the tensile strength of the base material of the small-diameter jointed joints is applied. In case,
It is considered that it is not possible to exceed the restrictions such as the fact that the threaded joint bar does not come off from the joint and the joint does not break. Therefore, this type of different-diameter joint for threaded joint bar has not been put into practical use.

〔課題を解決するための手段〕[Means for Solving the Problems]

本考案は、叙上の問題点を解決すべくなされたもので、
その要旨は、太径螺子節鉄筋と、外径がこの太径螺子節
鉄筋の外径より細径で且つ谷径より太径の細径螺子節鉄
筋とを接合するための太径雌螺子部と細径雌螺子部と
を、その長手方向略中央部を境にして有する異径継ぎ手
であって、前記細径雌螺子部の雌螺子が太径雌螺子部を
通して設けられている螺子節鉄筋用異径継ぎ手である。
The present invention has been made to solve the above problems,
The gist thereof is a large-diameter female screw portion for joining a large-diameter screw-bar reinforcing bar and a small-diameter screw-bar reinforcing bar having an outer diameter smaller than the outer diameter of the large-diameter screw-bar reinforcing bar and larger than the valley diameter. And a small-diameter female screw portion with a substantially central portion in the longitudinal direction as a boundary, wherein the female screw of the small-diameter female screw portion is provided through the large-diameter female screw portion. It is a joint with different diameter.

〔作用〕[Action]

この異径継ぎ手は、細径雌螺子部の雌螺子が太径雌螺子
部を通して加工されているので、異径継ぎ手の細径雌螺
子部側から細径螺子節鉄筋を螺子込み、この後、太径螺
子節鉄筋を細径螺子節鉄筋に近ずけ、異径継ぎ手を螺子
戻すだけで、太径螺子節鉄筋と細径螺子節鉄筋とを接合
し得る。
In this different-diameter joint, the female screw of the small-diameter female screw portion is processed through the large-diameter female screw portion, so the small-diameter screw section rebar is screwed in from the small-diameter female screw portion side of the different-diameter joint, and then, The large diameter threaded knot reinforcing bar can be joined to the small diameter threaded knot reinforcing bar only by bringing the large diameter knotted knot reinforcing bar close to the small diameter knotted knot reinforcing bar and screwing back the different diameter joint.

また、このように接合される太径螺子節鉄筋と細径螺子
節鉄筋は、その螺子節部のリード角が等しいもの、ある
いは螺子ピッチが等しいもの同士とは限らないので、異
径継ぎ手の加工される細径雌螺子部と太径雌螺子部の少
なくとも何れか一方の雌螺子の溝幅は、そこに接合され
る螺子節鉄筋の節幅より若干大きめに加工されているの
が好ましい。
Further, since the large diameter threaded knot rebar and the small diameter threaded knot rebar to be joined in this way are not necessarily the ones having the same lead angle of the threaded knots or those having the same screw pitch, processing of different diameter joints The groove width of at least one of the small-diameter female screw portion and the large-diameter female screw portion is preferably processed to be slightly larger than the joint width of the screw joint reinforcing bar joined thereto.

〔実施例〕 以下、本考案に係わる実施例を図面に基づいて説明す
る。
[Embodiment] An embodiment according to the present invention will be described below with reference to the drawings.

図において、1は、外形が六角形の異径継ぎ手で、その
内周面2の略中央から左側半分3に太径雌螺子4が、お
よび、その内周面2の全長に渡って細径雌螺子5が同芯
上に切削されて設けらているものである。6は、先に切
削した太径雌螺子4の山7を、後に切削した細径雌螺子
5の谷8が切り欠いた部分である。
In the drawing, reference numeral 1 is a joint having a hexagonal outer shape and having a large diameter female screw 4 on the left half 3 from the substantially center of the inner peripheral surface 2 and a small diameter over the entire length of the inner peripheral surface 2. The female screw 5 is provided by being cut on the same core. Reference numeral 6 denotes a portion in which a ridge 7 of the large-diameter female screw 4 cut earlier is cut out and a valley 8 of a smaller-diameter female screw 5 cut later is cut out.

この異径継ぎ手1を使用して、太径螺子節鉄筋9と細径
螺子節鉄筋10とを接合する仕方を第2図乃至第5図を基
に説明する。
A method of joining the large-diameter screw joint rebar 9 and the small-diameter screw joint rebar 10 using the different diameter joint 1 will be described with reference to FIGS. 2 to 5.

:接合する2本の螺子節鉄筋9,10のうち細径螺子節
鉄筋10に、ロックナット11と異径継ぎ手1とを、この順
に且つ異径継ぎ手1の細径雌螺子側から螺子込み、異径
継ぎ手1の端面と細径螺子節鉄筋10の端面とが略面一に
なる状態にセットする。(第2図参照) :太径螺子節鉄筋9には、ロックナット12をマーキン
グ位置13まで螺子込んでおく。(第3図参照) :接合する両螺子節鉄筋9,10を、異径継ぎ手1の左
右雌螺子のピッチ数差程度の僅かな間隔を開けて、軸芯
を合わせ、次いで異径継ぎ手1を細径螺子節鉄筋10から
太径螺子節鉄筋9のロックナット12に当接するまで螺子
戻す。(第4図参照) :この後、異径継ぎ手1の両側のロックナット11およ
び12を異径継ぎ手1の端面に密着するまで締めつける。
(第5図参照) 以上の要領で、太径雌螺子部に細径雌螺子が加工されて
いる異径継ぎ手を用いて、外径38mmの太径螺子鉄筋と外
径35mmの細径螺子鉄筋とを接合し、五本に対して引っ張
り試験を行った結果、異径継ぎ手から雄螺子部が抜けた
り、異径継ぎ手の雌螺子部で破断するものは無く、全て
細径螺子節鉄筋の母材部分で破断した。
: A lock nut 11 and a different-diameter joint 1 are screwed into the small-diameter screw-joint rebar 10 of the two screw-joint rebars 9 and 10 to be joined in this order and from the small-diameter female screw side of the different-diameter joint 1. The end surface of the different diameter joint 1 and the end surface of the small diameter screw joint rebar 10 are set to be substantially flush with each other. (See FIG. 2): A lock nut 12 is screwed into the large-diameter screw joint rebar 9 up to the marking position 13. (Refer to FIG. 3): The two joints of the screw joints 9 and 10 to be joined are opened at a slight interval of about the difference in the number of pitches of the left and right female screws of the different-diameter joint 1, and the shaft centers are aligned. The screw is returned from the small-diameter screw bar reinforcing bar 10 until it abuts on the lock nut 12 of the large-diameter screw bar reinforcing bar 9. (See FIG. 4): After that, tighten the lock nuts 11 and 12 on both sides of the different-diameter joint 1 until they come into close contact with the end surface of the different-diameter joint 1.
(Refer to Fig. 5) As described above, using a different-diameter joint in which a large-diameter female screw part is processed with a small-diameter female screw, a large-diameter screw rebar with an outer diameter of 38 mm and a small-diameter screw rebar with an outer diameter of 35 mm are used. As a result of performing a tensile test on the five joints, the male screw part did not come off from the different diameter joint, and there was no breakage at the female screw part of the different diameter joint. It fractured at the wood part.

〔考案の効果〕[Effect of device]

以上述べたように、本考案の異径継ぎ手を用いれば、外
径差が僅かな太径螺子鉄筋と細径螺子鉄筋とを、螺子節
鉄筋を回転させること無く、異径継ぎ手を回転させて接
合し得、しかも施工性および作業性に優れ工期短縮に大
きく寄与し得る。
As described above, by using the different-diameter joint of the present invention, it is possible to rotate the large-diameter screw reinforcing bar and the small-diameter screw reinforcing bar having a small outer diameter difference without rotating the screw joint reinforcing bar. They can be joined and have excellent workability and workability, which can greatly contribute to shortening the construction period.

【図面の簡単な説明】[Brief description of drawings]

第1図は、本考案の異径継ぎ手を示す一部断面説明図、
第2図乃至第5図は、本考案の異径継ぎ手をもちいて螺
子節鉄筋を接合する仕方を説明する図である。 1……異径継ぎ手、2……内周面 4……太径雌螺子、5……細径雌螺子 6……切り欠いた部分、7……太径雌螺子の山 8……細径雌螺子の谷、9……太径螺子節鉄筋 10……細径螺子節鉄筋 11,12……ロックナット
FIG. 1 is a partial sectional explanatory view showing a different diameter joint of the present invention,
FIGS. 2 to 5 are views for explaining a method of joining the screw joint reinforcing bars by using the different diameter joint of the present invention. 1 ... Different diameter joint, 2 ... Inner surface 4 ... Large diameter female screw, 5 ... Small diameter female screw 6 ... Notched portion, 7 ... Large diameter female screw thread 8 ... Small diameter Female thread trough, 9 …… Large diameter screw joint rebar 10 …… Small diameter screw joint rebar 11,12 …… Lock nut

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】太径螺子節鉄筋と、外径がこの太径螺子節
鉄筋の外径より細径で且つ谷径より太径の細径螺子節鉄
筋とを接合するための太径雌螺子部と細径雌螺子部と
を、その長手方向略中央部を境にして有する異径継ぎ手
であって、前記細径雌螺子部の雌螺子が太径雌螺子部を
通して設けられていることを特徴とする螺子節鉄筋用異
径継ぎ手。
1. A large-diameter female screw for joining a large-diameter screw-bar reinforcing bar to a small-diameter screw-bar reinforcing bar having an outer diameter smaller than the outer diameter of the large-diameter screw-bar reinforcing bar and larger than the valley diameter. A small diameter female screw portion, a different diameter joint having a substantially central portion in the longitudinal direction as a boundary, wherein the female screw of the small diameter female screw portion is provided through the large diameter female screw portion. A different diameter joint for threaded joint bar reinforcement.
JP5304288U 1988-04-20 1988-04-20 Different diameter joint for threaded joint bar Expired - Lifetime JPH0629323Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5304288U JPH0629323Y2 (en) 1988-04-20 1988-04-20 Different diameter joint for threaded joint bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5304288U JPH0629323Y2 (en) 1988-04-20 1988-04-20 Different diameter joint for threaded joint bar

Publications (2)

Publication Number Publication Date
JPH01157813U JPH01157813U (en) 1989-10-31
JPH0629323Y2 true JPH0629323Y2 (en) 1994-08-10

Family

ID=31279040

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5304288U Expired - Lifetime JPH0629323Y2 (en) 1988-04-20 1988-04-20 Different diameter joint for threaded joint bar

Country Status (1)

Country Link
JP (1) JPH0629323Y2 (en)

Also Published As

Publication number Publication date
JPH01157813U (en) 1989-10-31

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