JPH0460045A - Connecting method for screw reinforcing bar and reinforcing bar truss - Google Patents

Connecting method for screw reinforcing bar and reinforcing bar truss

Info

Publication number
JPH0460045A
JPH0460045A JP16929390A JP16929390A JPH0460045A JP H0460045 A JPH0460045 A JP H0460045A JP 16929390 A JP16929390 A JP 16929390A JP 16929390 A JP16929390 A JP 16929390A JP H0460045 A JPH0460045 A JP H0460045A
Authority
JP
Japan
Prior art keywords
reinforcing bar
screw
truss
threaded
steel
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.)
Pending
Application number
JP16929390A
Other languages
Japanese (ja)
Inventor
Yoshimi Kiyama
木山 善美
Norihide Imagawa
憲英 今川
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.)
Proterial Ltd
Original Assignee
Hitachi Metals 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 Hitachi Metals Ltd filed Critical Hitachi Metals Ltd
Priority to JP16929390A priority Critical patent/JPH0460045A/en
Publication of JPH0460045A publication Critical patent/JPH0460045A/en
Pending legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE:To improve connection strength by forming the head section of a screw reinforcing bar larger than a tubular space formed with a tubular steel material and a steel truss, and forming the portions other than the screw section at intervals with optional angles on the right and left. CONSTITUTION:End sections 3 on both sides of an angle steel 2 are welded at the desired positions of a steel truss 1, and a screw steel bar 5 is inserted into a triangular space 4 surrounded by the angle steel 2 and the steel bar truss 1. A head section 6 larger than the triangular space 4 is provided at the end section of the screw steel bar 5, intervals with optional angles theta are provided on the right and left from the center section so that the screw steel bar 5 and the steel bar truss 1 are brought into no face contact with each other, and the screw steel bar 5 is coupled with an opposite screw steel bar 7 with a nut 8.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明はねじ鉄筋と鉄筋トラスとの接合方法に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for joining threaded reinforcing bars and reinforcing bar trusses.

〔従来の技術及び解決すべき問題点〕[Conventional technology and problems to be solved]

従来からねじ鉄筋と鉄筋トラスとを接合する場合には、
現場でねじ鉄筋と鉄筋トラスとを溶接によって接合する
作業が行なわれている。このような方法では、作業場所
が高所であるため極めて危険であるばかりでなく、しか
も溶接部の強度面での信頼性に乏しく、新規な技術の開
発が強く望まれていたところである。
Conventionally, when joining threaded reinforcing bars and reinforcing bar trusses,
Work is being carried out on site to join threaded reinforcing bars and reinforcing bar trusses by welding. This method is not only extremely dangerous due to the work being done at a high place, but also has poor reliability in terms of the strength of the welded part, and there has been a strong desire for the development of a new technique.

本発明は、前述せる問題点に鑑みてなされたものであり
、その目的とするところは作業の安全性と溶接部の強度
面での信頼性を著しく向上し得るねじ鉄筋と鉄筋トラス
との接合方法を提供するものである。
The present invention has been made in view of the above-mentioned problems, and its purpose is to provide a connection between threaded reinforcing bars and reinforcing bar trusses that can significantly improve work safety and reliability in terms of strength of welded parts. The present invention provides a method.

〔問題点を解決するための手段〕[Means for solving problems]

本発明のねじ鉄筋と鉄筋トラスとの接合方法は、ねじ鉄
筋を鉄筋トラスと接合するにあたり、鉄筋トラスの所望
部位に筒状鋼材を溶接し、該筒状鋼材と鉄筋トラスによ
って囲まれた筒状の空間にねじ鉄筋を挿入し、該ねじ鉄
筋は、端部に前記筒状の空間よりも大なる頭部を有し、
かつねじ部以外は鉄筋トラスと面接触しないように中央
部から左右に任意の角度をもった間隔を有し、該ねじ鉄
筋と対向するねじ鉄筋とをナツトによって係合すること
を特徴とするものである。
The method of joining a threaded reinforcing bar and a reinforcing bar truss according to the present invention involves welding a cylindrical steel material to a desired portion of the reinforcing bar truss to join a threaded reinforcing bar to a reinforcing bar truss. inserting a threaded reinforcing bar into the space, the threaded reinforcing bar having a head larger than the cylindrical space at the end;
The threaded reinforcing bar and the opposing threaded reinforcing bar are engaged by a nut, and have an interval at an arbitrary angle from the center to the left and right so that the parts other than the threaded part do not make surface contact with the reinforcing bar truss. It is.

【実施例〕【Example〕

以下本発明の実施例を図面に基いて更に詳細に説明する
。第1図はねじ鉄筋の側面図、第2図は第1図のA−A
断面図である。
Embodiments of the present invention will be described in more detail below with reference to the drawings. Figure 1 is a side view of the threaded reinforcing bar, Figure 2 is A-A in Figure 1.
FIG.

鉄筋トラス1の所望部位に山形鋼2の両辺の端部3を溶
接し、該山形鋼2と鉄筋トラス1によって囲まれた三角
状の空間4にねじ鉄筋5を挿入し、このねじ鉄筋5の端
部には、前記三角状の空間よりも大なる頭部6を有し、
かつねじ鉄筋5は鉄筋トラス1と面接触しないように中
央部から左右に任意の角度θをもった間隔を有し、この
ねじ鉄筋5と対向するねじ鉄筋7とをナツト8によって
係合する構造としたものである。必要に応じてロックナ
ツト9をナツト8に隣接して係合せしめることも可能で
ある。
The ends 3 on both sides of the angle iron 2 are welded to a desired part of the reinforcing bar truss 1, and the threaded reinforcing bar 5 is inserted into the triangular space 4 surrounded by the angle iron 2 and the reinforcing bar truss 1. The end portion has a head 6 larger than the triangular space,
The threaded reinforcing bars 5 are spaced at an arbitrary angle θ from the center to the left and right so as not to come into surface contact with the reinforcing bar truss 1, and the threaded reinforcing bars 5 and the opposing threaded reinforcing bars 7 are engaged by nuts 8. That is. It is also possible to engage the lock nut 9 adjacent to the nut 8 if desired.

以上の構成により次に作用効果を説明する。Next, the effects of the above configuration will be explained.

山形鋼2は前もって鉄筋トラス1に溶接されているので
、現場での溶接作業は全く不要となる。
Since the angle iron 2 is welded to the reinforcing bar truss 1 in advance, no on-site welding work is required.

また現場ではねじ鉄筋5と対向するねじ鉄筋7とをナツ
ト8によって係合するのみであり、作業能率の向上と安
全性の向上に大きな効果をもたらすものである。
Further, at the site, the threaded reinforcing bars 5 and the opposing threaded reinforcing bars 7 are only engaged with the nuts 8, which has a great effect on improving work efficiency and safety.

さらに、ねじ鉄筋5は鉄筋トラス1と面接触しないよう
に中央部から左右に任意の角度θをもった間隔を有して
いるので、対向するねじ鉄筋7とねじ鉄筋5の中心が完
全に一致しない場合でもねじ鉄筋5は2θだけ揺動し得
るのでナツト8によって対向するねじ部を、きわめて容
易に係合することができる。
Furthermore, since the threaded reinforcing bars 5 are spaced at an arbitrary angle θ from the center to the left and right so as not to make surface contact with the reinforcing bar truss 1, the centers of the opposing threaded reinforcing bars 7 and threaded reinforcing bars 5 are perfectly aligned. Even in the case where the threaded reinforcing bar 5 is not attached, the threaded reinforcing bar 5 can swing by 2θ, so that the threaded portions facing each other can be engaged with each other with the nut 8 very easily.

〔発明の効果〕〔Effect of the invention〕

以上の説明で明らかなように、本発明のねじ鉄筋と鉄筋
トラスとの接合方法は、鉄筋トラスとねじ鉄筋とを、容
易に、かつ安全に、しかも強度面での信頼性を著しく向
上し得るものであり、工業的に多くの優れた効果を有す
るものである。
As is clear from the above explanation, the method for joining threaded reinforcing bars and reinforcing bar truss of the present invention can easily and safely connect the reinforcing bar truss and threaded reinforcing bars, and can significantly improve reliability in terms of strength. It has many excellent industrial effects.

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

第1図はねじ鉄筋の側面図、第2図は第1図のA−A断
面図である。 1:鉄筋トラス   2:山形鋼 3:端部 5.7:ねじ鉄筋 8:ナツト 4:空間 6:頭部 9:ロックナット
FIG. 1 is a side view of the threaded reinforcing bar, and FIG. 2 is a sectional view taken along the line AA in FIG. 1: Reinforcing bar truss 2: Angle steel 3: End 5.7: Screw reinforcing bar 8: Nut 4: Space 6: Head 9: Lock nut

Claims (1)

【特許請求の範囲】[Claims] ねじ鉄筋を鉄筋トラスと接合するにあたり、鉄筋トラス
の所望部位に筒状鋼材を溶接し、該筒状鋼材と鉄筋トラ
スによって囲まれた筒状の空間にねじ鉄筋を挿入し、該
ねじ鉄筋は、端部に前記筒状の空間よりも大なる頭部を
有し、かつねじ部以外は鉄筋トラスと面接触しないよう
に中央部から左右に任意の角度をもった間隔を有し、該
ねじ鉄筋と対向するねじ鉄筋とをナットによって係合す
ることを特徴とするねじ鉄筋と鉄筋トラスとの接合方法
To connect the threaded reinforcing bar to the reinforcing bar truss, a cylindrical steel material is welded to a desired part of the reinforcing bar truss, and the threaded reinforcing bar is inserted into a cylindrical space surrounded by the cylindrical steel material and the reinforcing bar truss, and the threaded reinforcing bar is The threaded reinforcing bar has a head larger than the cylindrical space at the end, and has an interval at an arbitrary angle to the left and right from the center so that parts other than the threaded part do not make surface contact with the reinforcing bar truss. A method for joining a threaded reinforcing bar and a reinforcing bar truss, the method comprising engaging the opposing threaded reinforcing bar with a nut.
JP16929390A 1990-06-27 1990-06-27 Connecting method for screw reinforcing bar and reinforcing bar truss Pending JPH0460045A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16929390A JPH0460045A (en) 1990-06-27 1990-06-27 Connecting method for screw reinforcing bar and reinforcing bar truss

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16929390A JPH0460045A (en) 1990-06-27 1990-06-27 Connecting method for screw reinforcing bar and reinforcing bar truss

Publications (1)

Publication Number Publication Date
JPH0460045A true JPH0460045A (en) 1992-02-26

Family

ID=15883834

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16929390A Pending JPH0460045A (en) 1990-06-27 1990-06-27 Connecting method for screw reinforcing bar and reinforcing bar truss

Country Status (1)

Country Link
JP (1) JPH0460045A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103206046A (en) * 2013-04-01 2013-07-17 中冶交通工程技术有限公司 Reinforcing bar connector

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103206046A (en) * 2013-04-01 2013-07-17 中冶交通工程技术有限公司 Reinforcing bar connector

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