JPH0747543Y2 - Rebar hook - Google Patents

Rebar hook

Info

Publication number
JPH0747543Y2
JPH0747543Y2 JP13644489U JP13644489U JPH0747543Y2 JP H0747543 Y2 JPH0747543 Y2 JP H0747543Y2 JP 13644489 U JP13644489 U JP 13644489U JP 13644489 U JP13644489 U JP 13644489U JP H0747543 Y2 JPH0747543 Y2 JP H0747543Y2
Authority
JP
Japan
Prior art keywords
reinforcing bar
vertical
pieces
piece
hook
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
JP13644489U
Other languages
Japanese (ja)
Other versions
JPH0375213U (en
Inventor
慎一郎 甲斐
収 小田原
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.)
Obayashi Corp
Takenaka Corp
Shimizu Corp
Original Assignee
Obayashi Corp
Takenaka Corp
Shimizu Corp
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 Obayashi Corp, Takenaka Corp, Shimizu Corp filed Critical Obayashi Corp
Priority to JP13644489U priority Critical patent/JPH0747543Y2/en
Publication of JPH0375213U publication Critical patent/JPH0375213U/ja
Application granted granted Critical
Publication of JPH0747543Y2 publication Critical patent/JPH0747543Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) この考案は、コンクリート構造物の鉄筋を組立てると
き、その縦筋に取付けて横筋を掛けわたし支持する鉄筋
掛け具に係るものである。
[Detailed Description of the Invention] (Industrial field of application) The present invention relates to a reinforcing bar hook which is attached to a vertical bar of a concrete structure when the reinforcing bar is assembled to support the horizontal bar.

(従来の技術) 近年、70階建ての建物や原子力発電所等大型のコンクリ
ート構造物が多くなり、それらには太径鉄筋が使用され
て来ている。
(Prior Art) In recent years, large-scale concrete structures such as 70-story buildings and nuclear power plants have increased, and large-diameter reinforcing bars have been used for them.

ところで、従来、この種の太径鉄筋を組立てる場合に
は、その鉄筋の重量を支持するために、型鋼で架台を組
立ててから鉄筋を施工するのが一般的である。
By the way, conventionally, when assembling a large-diameter reinforcing bar of this kind, it is general to assemble the frame with the shape steel and then construct the reinforcing bar in order to support the weight of the reinforcing bar.

(考案が解決しようとする問題点) 上記従来の太径鉄筋の組立てにおいては、型鋼で架台を
組立てる手間と材料費がかかる上に、工期的にも経済的
にも無駄である点に問題がある。
(Problems to be solved by the invention) In the conventional assembling of the large-diameter reinforcing bar, there is a problem in that it takes time and material cost to assemble the frame with the shape steel, and is wasteful both in terms of construction period and economically. is there.

(問題点を解決するための手段) この考案は、上記の問題点を解決するために、線材より
成つて横筋(c)を掛ける先端フツク(1)が前方へ向
かう掛け片(2)の後方には、線材を縦筋(b)の溝
(5)に嵌合するほぼ半円状に弯曲して成る上下の挾み
片(3),(4)を左右反対方向へ向け縦筋(b)の直
径よりも大きな適当間隔を形成して同心に配置し、その
掛け片(2)を上下の挾み片(3),(4)の各半円の
切線方向と直角になして掛け片(2)に上下の挾み片
(3),(4)の前方片を固定して鉄筋掛け具(a)を
構成する。
(Means for Solving the Problems) In order to solve the above problems, the present invention is directed toward the rear of the hanging piece (2) in which the tip hook (1) made of a wire and hooking the lateral streaks (c) goes forward. The upper and lower sandwiching pieces (3) and (4) formed by bending the wire rod into the groove (5) of the vertical stripe (b) in a substantially semi-circular shape are directed in the opposite directions to the left and right. ), And arrange them concentrically with an appropriate interval larger than the diameter of), and hang the hanging piece (2) at right angles to the cutting line direction of each semicircle of the upper and lower sandwiched pieces (3) and (4). The front reinforcing pieces (3) and (4) are fixed to (2) to form the reinforcing bar hook (a).

(作用) 鉄筋掛け具(a)を横にしてその挾み片(3),(4)
間を縦筋(b)の所要箇所に嵌合させる。
(Operation) Reinforcing bar hook (a) is laid sideways, and its sandwiched pieces (3), (4)
The space is fitted to a required portion of the vertical stripe (b).

次いで、鉄筋掛け具(a)を90°回動して縦にすると、
その鉄筋掛け具(a)の上方挾み片(3)が縦筋(b)
の溝(5)の一側半部に、下方挾み片(4)が縦筋
(b)の溝(5)の他側半部にそれぞれ嵌合して縦筋
(b)に鉄筋掛け具(a)が取付けられる。
Then, rotate the reinforcing bar hook (a) 90 degrees to make it vertical,
The upper gripping piece (3) of the reinforcing bar hook (a) is the vertical bar (b).
The lower flank piece (4) is fitted in one half of the groove (5) of the groove (5) in the other half of the groove (5) of the vertical bar (b) to attach the reinforcing bar to the vertical bar (b). (A) is attached.

その後、隣接した鉄筋掛け具(a)のフツク(1)上に
わたし横筋(c)を掛けて鉄筋の組立てを行う。
Then, the horizontal reinforcing bars (c) are hung on the hooks (1) of the adjacent reinforcing bar hooks (a) to assemble the reinforcing bars.

(実施例) 図面に示すこの考案の一実施例についてその構造を説明
すれば、(a)は鉄筋掛け具を示し、(2)は線材の下
部を前方へ弯曲して先端フツク(1)を設けた掛け片、
(3),(4)は掛け片(2)の後方に配置する上下の
挾み片で、線材を半円形よりも若干長目の円弧状に弯曲
し、両遊離端部を斜め外側へ屈曲(6)して成る。そし
て、上下の挾み片(3),(4)を左右反対方向へ向け
ねじ鋼棒の縦筋(b)の直径よりも大きな適当間隔を形
成して同心に配置し、且つ、その上方挾み片(3)は縦
筋(b)のねじ状溝(5)の一側半部に嵌合するように
斜め後ろ上方へ向け、下方挾み片(4)は縦筋(b)の
ねじ状溝(5)の他側半部に嵌合するように斜め後ろ下
方へ向け、掛け片(2)を上下の挾み片(3),(4)
の各半円の切線方向と直角になして掛け片(2)の上端
部に上方挾み片(3)の前方片を、掛け片(2)の中間
部に下方挾み片(4)の前方片をそれぞれ固定し、ま
た、掛け片(2)の下部後面には線材より成る当て片
(7)を両側へ突出させ固定して鉄筋掛け具(a)を構
成する。
(Embodiment) The structure of one embodiment of the present invention shown in the drawings will be described. (A) shows a reinforcing bar hook, and (2) bends the lower part of the wire forward to bend the tip hook (1). The hanging piece provided,
(3) and (4) are upper and lower sandwiching pieces arranged behind the hanging piece (2). The wire rod is bent in an arc shape slightly longer than a semicircle, and both free ends are bent obliquely outward. It consists of (6). Then, the upper and lower gripping pieces (3) and (4) are directed in the opposite directions to the left and right, and are arranged concentrically with an appropriate interval larger than the diameter of the vertical bar (b) of the threaded steel rod, and are arranged above them. The strip (3) is directed obliquely rearward and upward so as to fit into one half of the thread groove (5) of the vertical bar (b), and the lower gripping piece (4) is screwed on the vertical bar (b). The hanging piece (2) is vertically slanted downward so as to fit into the other half of the groove (5), and the hanging pieces (3), (4)
At a right angle to the direction of the cut line of each semicircle, the front piece of the upper gripping piece (3) is attached to the upper end of the hanging piece (2), and the lower gripping piece (4) is attached to the middle part of the hanging piece (2). The reinforcing pieces (a) are constructed by fixing the front pieces respectively, and by fixing the back pieces (7) made of a wire rod to both sides by projecting them to the lower rear surface of the hanging pieces (2).

(b)はねじ鋼棒の縦筋、(5)はその縦筋(b)のね
じ状溝、(c)はねじ鋼棒の横筋である。
(B) is a vertical bar of the threaded steel rod, (5) is a thread groove of the vertical bar (b), and (c) is a horizontal bar of the threaded steel bar.

次にその作用を説明する。多数の縦筋(b)を建込んだ
後、第5図に示すように鉄筋掛け具(a)を横にしてそ
の挾み片(3),(4)間を適当縦筋(b)の所要箇所
に嵌合させる。
Next, the operation will be described. After installing a number of vertical bars (b), as shown in FIG. 5, the reinforcing bar hook (a) is laid down and the appropriate vertical bars (b) are placed between the sandwiched pieces (3) and (4). Fit it in the required place.

次いで、鉄筋掛け具(a)を90°回動して第6図に示す
ように縦にすれば、その鉄筋掛け具(a)の挾み片
(3),(4)の両屈曲片(6),(6)の誘導によつ
て上方挾み片(3)が縦筋(b)のねじ状溝(5)の一
側半部に、下方挾み片(4)が縦筋(b)のねじ状溝
(5)の他側半部にそれぞれ嵌合し、且つ、当て片
(7)が縦筋(b)のねじ状溝(5)内に当つて縦筋
(b)に鉄筋掛け具(a)が取付けられる。
Then, the rebar hook (a) is rotated 90 ° and made vertical as shown in FIG. 6, so that the bent pieces (3) and (4) of the rebar hook (a) ( 6) and 6), the upper gripping piece (3) is attached to one half of the threaded groove (5) of the vertical streak (b) and the lower gripping piece (4) is attached to the vertical streak (b). ) Is fitted into the other half of the threaded groove (5), and the contact piece (7) hits the threaded groove (5) of the vertical bar (b) to rebar the vertical bar (b). A hook (a) is attached.

その後、隣接した鉄筋掛け具(a)のフツク(1)上に
わたし、第7図に示すように横筋(c)を掛けて鉄筋の
組立てを行う。
After that, the reinforcing bars are assembled on the hooks (1) of the adjacent reinforcing bar hooks (a) by hanging the horizontal bars (c) as shown in FIG.

なお、縦筋(b)および横筋(c)が細径の場合には、
上記鉄筋掛け具(a)の当て片(7)は必ずしも設けな
くてもよい。また、それに応じて掛け片(2)を短く形
成しても上記と同様に作用する。
When the vertical streak (b) and the horizontal streak (c) have a small diameter,
It is not always necessary to provide the contact piece (7) of the reinforcing bar hanging tool (a). Also, even if the hanging piece (2) is shortened accordingly, the same operation as described above is performed.

(考案の効果) この考案の鉄筋掛け具は、下記のような顕著な効果を有
する。
(Effect of the Invention) The reinforcing bar hanger of the present invention has the following remarkable effects.

(1)鉄筋掛け具を横にしてその上下の挾み片間を縦筋
に嵌合させた後、該鉄筋掛け具を90°回動して縦にする
と、その上下の挾み片が縦筋の溝に嵌合して縦筋に鉄筋
掛け具が取付けられるから、鉄筋掛け具を縦筋の任意位
置に前方からワンタツチで取付けることができ、鉄筋の
組立てが能率的である。
(1) When the reinforcing bar hook is laid horizontally and the upper and lower clamp pieces are fitted to the vertical stripes, the reinforcing bar hook is turned 90 ° to make it vertical, and the upper and lower clamp pieces are vertically aligned. Since the reinforcing bar hook is attached to the vertical bar by fitting into the groove of the bar, the reinforcing bar hook can be attached to any position of the vertical bar from the front by one tap, and the assembling of the reinforcing bar is efficient.

(2)鉄筋掛け具の上下の挾み片がその線材のスプリン
グ効果によつて縦筋を把持する上に、上下の挾み片が互
いに反対方向より縦筋を把持するので、鉄筋掛け具の縦
筋への取付けが堅固且つ安全である。
(2) Since the upper and lower claw pieces of the reinforcing bar hook grip the vertical streaks by the spring effect of the wire rod, the upper and lower claw pieces grip the vertical bar from opposite directions, so that The attachment to the vertical bar is firm and safe.

(3)鉄筋掛け具の材料に線材を使用しているので、コ
ンクリート打設のとき鉄筋掛け具の箇所におけるコンク
リートの回りが非常に良い。
(3) Since the wire rod is used as the material for the reinforcing bar hook, the concrete around the reinforcing bar hook is very good when placing concrete.

(4)縦筋と横筋の交差部に隙間ができるから、その交
差部におけるコンクリートの回りも良好である。
(4) Since a gap is formed at the intersection of the vertical streak and the horizontal streak, the circumference of the concrete at the intersection is also good.

(5)熟練工が不要で、誰でも容易適確に鉄筋の組立て
を行うことができる。
(5) No skilled worker is required, and anyone can easily and accurately assemble the reinforcing bar.

(6)太径の鉄筋自体の剛性を利用してその鉄筋自体を
自立させることができるので、従来のように型鋼で架台
を組立てる必要が無く、その手間と材料費を省いて工期
的にも経済的にも有益である。
(6) Since the rebar itself can be self-supporting by utilizing the rigidity of the large diameter rebar itself, there is no need to assemble the frame with the shape steel as in the conventional method, and the labor and material cost can be saved and the construction period can be improved. It is also economically beneficial.

(7)構造が簡単で、容易安価に製作できる。(7) It has a simple structure and can be manufactured easily and inexpensively.

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

第1図はこの考案の一実施例に係る鉄筋掛け具の側面
図、第2図は正面図、第3図は平面図、第4図は斜面
図、第5図はその鉄筋掛け具の縦筋への取付け要領を示
す説明平断面図、第6図は同上鉄筋掛け具を縦筋に取付
けて鉄筋を組立てた状態の要部の側面図、第7図は平面
図である。 (a)…鉄筋掛け具、(b)…縦筋、(c)…横筋、
(1)…先端フツク、(2)…掛け片、(3)…上方挾
み片、(4)…下方挾み片、(5)…溝、
1 is a side view of a reinforcing bar hook according to an embodiment of the present invention, FIG. 2 is a front view, FIG. 3 is a plan view, FIG. 4 is a perspective view, and FIG. 5 is a vertical view of the reinforcing bar hook. FIG. 6 is a side view of an essential part in a state where the reinforcing bar hooking device is attached to the vertical reinforcing bar to assemble the reinforcing bar, and FIG. 7 is a plan view. (A) ... Reinforcing bar hook, (b) ... Vertical streak, (c) ... Horizontal streak,
(1) ... Tip hook, (2) ... Hanging piece, (3) ... Upper picking piece, (4) ... Lower picking piece, (5) ... Groove,

───────────────────────────────────────────────────── フロントページの続き (72)考案者 甲斐 慎一郎 福岡県福岡市中央区天神4丁目2番20号 株式会社竹中工務店九州支店内 (72)考案者 小田原 収 京都府八幡市男山笹谷4―2―D―19― 703 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Shinichiro Kai Kai 4-12-20 Tenjin, Chuo-ku, Fukuoka, Fukuoka Prefecture Takenaka Corporation Kyushu Branch (72) Inventor Osamu Odawara 4-Sasaya Odama, Yawata, Kyoto Prefecture 2-D-19-703

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】線材より成つて横筋を掛ける先端フツクが
前方へ向かう掛け片の後方には、線材を縦筋の溝に嵌合
するほぼ半円状に弯曲して成る上下の挾み片を左右反対
方向へ向け上記縦筋の直径よりも大きな適当間隔を形成
して同心に配置し、上記掛け片を上記上下の挾み片の各
半円の切線方向と直角になして上記掛け片に上記上下の
挾み片の前方片を固定してなる鉄筋掛け具。
1. An upper and lower sandwiching piece formed by bending a wire rod into a groove of a vertical line and bending the wire rod into a substantially semicircular shape is provided behind a hooking piece which is made of a wire rod and has a front end hook directed forward. To the opposite direction to the left and right, concentrically arranged with an appropriate interval larger than the diameter of the vertical bar, and place the hanging piece at right angles to the cutting line direction of each semicircle of the upper and lower sandwiched pieces to the hanging piece. Reinforcing bar hooks formed by fixing the front pieces of the upper and lower clamp pieces.
JP13644489U 1989-11-25 1989-11-25 Rebar hook Expired - Lifetime JPH0747543Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13644489U JPH0747543Y2 (en) 1989-11-25 1989-11-25 Rebar hook

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13644489U JPH0747543Y2 (en) 1989-11-25 1989-11-25 Rebar hook

Publications (2)

Publication Number Publication Date
JPH0375213U JPH0375213U (en) 1991-07-29
JPH0747543Y2 true JPH0747543Y2 (en) 1995-11-01

Family

ID=31683650

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13644489U Expired - Lifetime JPH0747543Y2 (en) 1989-11-25 1989-11-25 Rebar hook

Country Status (1)

Country Link
JP (1) JPH0747543Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20110116950A (en) * 2010-04-19 2011-10-26 엄기형 Reinforcement structure

Also Published As

Publication number Publication date
JPH0375213U (en) 1991-07-29

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