JPS624090Y2 - - Google Patents

Info

Publication number
JPS624090Y2
JPS624090Y2 JP1981124098U JP12409881U JPS624090Y2 JP S624090 Y2 JPS624090 Y2 JP S624090Y2 JP 1981124098 U JP1981124098 U JP 1981124098U JP 12409881 U JP12409881 U JP 12409881U JP S624090 Y2 JPS624090 Y2 JP S624090Y2
Authority
JP
Japan
Prior art keywords
joint
bar
threaded
opposing
portions
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
Application number
JP1981124098U
Other languages
Japanese (ja)
Other versions
JPS5829711U (en
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 filed Critical
Priority to JP12409881U priority Critical patent/JPS5829711U/en
Publication of JPS5829711U publication Critical patent/JPS5829711U/en
Application granted granted Critical
Publication of JPS624090Y2 publication Critical patent/JPS624090Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は例えばPC壁とPC壁とを緊締する接合
鉄筋に関するものである。
[Detailed Description of the Invention] The present invention relates to a joining reinforcing bar for tightening, for example, PC walls.

従来、PC壁の接合は、壁端面より接合鉄筋の
端部を突出すると共に、対向する接合鉄筋の端部
を重ね継手として、これをコンクリートの中にア
ンカーすることを行つている。しかしながら、こ
の構成によると、例えば地震時において、接合部
のコンクリートに亀裂が生じコンクリートの付着
効果の劣化により接合鉄筋の機能が低下し、接合
部のせん断耐力に一定の限界があつた。
Conventionally, to join PC walls, the ends of the joining reinforcing bars protrude from the wall end faces, and the opposing ends of the joining reinforcing bars are used as lap joints, which are anchored in concrete. However, with this configuration, in the event of an earthquake, for example, cracks occur in the concrete at the joint, the adhesion effect of the concrete deteriorates, and the function of the joint reinforcing bars deteriorates, resulting in a certain limit to the shear strength of the joint.

本考案の目的はPC壁等の接合部のせん断耐力
の向上を図ることにある。
The purpose of this invention is to improve the shear strength of joints such as PC walls.

以下本考案の実施例を図面に基づいて説明す
る。
Embodiments of the present invention will be described below based on the drawings.

第1,2図においてPC壁1および2は一定間
隔を置いて建込んである。両PC壁1および2の
対向する端面にはアンカー筋3および4の端部が
突出し、この端部がループ状の掛止部3aおよび
4aを形成している。隣り合う掛止部3aおよび
4aはそれぞれ対応し、図示の例では対向位置関
係にあり、環状の連結筋5で緊締されている。こ
の連結筋は、1本の鉄筋を図示の例ではほぼ3角
形状に折曲げ、第3図に示すように右端部に右ね
じ部5aが、左端部には左ねじ部5bが刻設して
ある。そして両ねじ部5a,5bが継手金物6で
連結している。そしてこの継手金物6の内周部に
は螺旋方向の異なるねじ部6aおよび6bが刻設
してあり、一方のねじ部6aには連結筋の一方の
ねじ部5aが、他方のねじ部6bには連結筋の他
方のねじ部5bがそれぞれ螺入可能である。した
がつて継手金物6を回わすことにより、連結筋5
の両端部が互いに接近し、また遠ざかる。
In Figures 1 and 2, PC walls 1 and 2 are erected at regular intervals. Ends of anchor bars 3 and 4 protrude from opposing end faces of both PC walls 1 and 2, and these ends form loop-shaped hooks 3a and 4a. Adjacent hooking portions 3a and 4a correspond to each other, are in opposing positions in the illustrated example, and are tightened by an annular connecting rod 5. In the illustrated example, this connecting bar is made by bending a single reinforcing bar into a substantially triangular shape, and as shown in FIG. There is. Both threaded portions 5a and 5b are connected by a joint metal fitting 6. Threaded parts 6a and 6b with different helical directions are carved on the inner peripheral part of this joint hardware 6, and one threaded part 5a of the connecting bar is attached to one threaded part 6a, and the threaded part 5a of the connecting bar is attached to the other threaded part 6b. The other threaded portion 5b of the connecting rod can be screwed into each of the connecting rods. Therefore, by turning the joint hardware 6, the connecting bar 5
The two ends of are approaching each other and moving away from each other.

以上説明したように本考案によれば、連結筋で
アンカー筋の掛止部を緊結しているので、従来例
に比してPC壁等の接合部のせん断耐力の向上を
図ることができ、また構成も簡単である。継手金
物により対向するねじ部を備えた端部間を調整で
きるので、アンカー筋の間隔に対応できて、確実
にアンカー筋間を連結できる。
As explained above, according to the present invention, since the hooking portions of the anchor bars are tied together by connecting bars, it is possible to improve the shear strength of joints such as PC walls compared to conventional examples. Also, the configuration is simple. Since the ends with opposing threaded parts can be adjusted using the joint hardware, the spacing between the anchor bars can be adjusted and the anchor bars can be reliably connected.

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

第1図は本考案の接合鉄筋の使用状態を示す正
面図、第2図は第1図−線断面図、第3図は
連結筋のねじ部と継手金物との関係を示す断面図
である。 1,2……PC壁、3,4……アンカー筋、3
a,4a……掛止部、5……連結筋。
Fig. 1 is a front view showing how the joint reinforcing bar of the present invention is used, Fig. 2 is a sectional view taken along the line shown in Fig. 1, and Fig. 3 is a sectional view showing the relationship between the threaded portion of the connecting bar and the joint hardware. . 1, 2...PC wall, 3, 4...Anchor bar, 3
a, 4a...Latching portion, 5...Connection bar.

Claims (1)

【実用新案登録請求の範囲】 PC壁等2部材の対向端面からそれぞれ突出し
互いに対向する掛止部を有するアンカー筋と、 上記対向する掛止部を緊結する環状の連結筋と
からなり、 上記連結筋は両端にそれぞれ形成した逆ねじ関
係のねじ部と、両ねじ部を分離可能に接続する継
手金物とを設けていることを特徴とする接合鉄
筋。
[Claim for Utility Model Registration] Consisting of anchor bars each protruding from opposing end surfaces of two members such as a PC wall and having hooking portions facing each other, and an annular connecting strip that tightly connects the opposing hooking portions; A joint reinforcing bar characterized in that the bar is provided with threaded portions having a reverse thread relationship formed at both ends, and a joint metal fitting that connects both threaded portions in a separable manner.
JP12409881U 1981-08-24 1981-08-24 joint reinforcing bars Granted JPS5829711U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12409881U JPS5829711U (en) 1981-08-24 1981-08-24 joint reinforcing bars

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12409881U JPS5829711U (en) 1981-08-24 1981-08-24 joint reinforcing bars

Publications (2)

Publication Number Publication Date
JPS5829711U JPS5829711U (en) 1983-02-26
JPS624090Y2 true JPS624090Y2 (en) 1987-01-29

Family

ID=29917984

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12409881U Granted JPS5829711U (en) 1981-08-24 1981-08-24 joint reinforcing bars

Country Status (1)

Country Link
JP (1) JPS5829711U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0442445Y2 (en) * 1986-05-16 1992-10-07
JP5901008B2 (en) * 2011-12-01 2016-04-06 大成ユーレック株式会社 Wall plate joint structure

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5111852A (en) * 1974-07-18 1976-01-30 Kawaguchi Gosei Kk Peretsutono chakushokukeiseiki
JPS526171U (en) * 1975-06-30 1977-01-17
JPS5211371U (en) * 1975-07-14 1977-01-26
JPS5214573U (en) * 1975-07-21 1977-02-01
JPS5343689U (en) * 1976-09-18 1978-04-14
JPS5625535A (en) * 1979-08-09 1981-03-11 Nippon Telegraph & Telephone Bonding method of precast concrete plate

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5111852A (en) * 1974-07-18 1976-01-30 Kawaguchi Gosei Kk Peretsutono chakushokukeiseiki
JPS526171U (en) * 1975-06-30 1977-01-17
JPS5211371U (en) * 1975-07-14 1977-01-26
JPS5214573U (en) * 1975-07-21 1977-02-01
JPS5343689U (en) * 1976-09-18 1978-04-14
JPS5625535A (en) * 1979-08-09 1981-03-11 Nippon Telegraph & Telephone Bonding method of precast concrete plate

Also Published As

Publication number Publication date
JPS5829711U (en) 1983-02-26

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