JPS634100Y2 - - Google Patents

Info

Publication number
JPS634100Y2
JPS634100Y2 JP17964282U JP17964282U JPS634100Y2 JP S634100 Y2 JPS634100 Y2 JP S634100Y2 JP 17964282 U JP17964282 U JP 17964282U JP 17964282 U JP17964282 U JP 17964282U JP S634100 Y2 JPS634100 Y2 JP S634100Y2
Authority
JP
Japan
Prior art keywords
reinforcing bar
insertion groove
groove
bent
shaped
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
JP17964282U
Other languages
Japanese (ja)
Other versions
JPS5982125U (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 JP17964282U priority Critical patent/JPS5982125U/en
Publication of JPS5982125U publication Critical patent/JPS5982125U/en
Application granted granted Critical
Publication of JPS634100Y2 publication Critical patent/JPS634100Y2/ja
Granted 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」 本案はコンクリート柱の鉄筋スペーサーに関す
るもである。
[Detailed description of the invention] "Industrial field of application" This invention relates to a reinforcing bar spacer for concrete columns.

「従来の技術」 従来ドーナツ形環状板の外周縁に沿つて複数の
円弧形鉄筋挿入溝を切込形成してなるコンクリー
ト柱の鉄筋スペーサーが開発された。このスペー
サーでは鉄筋挿入溝が円弧形であつて入口部の幅
が円弧形の挿入溝の内径よりも小さく形成された
ため丸鋼鉄筋をこの挿入溝に嵌合させる際同鉄筋
が入口部を通過し難い。そのため入口部分を若干
折り曲げる必要があるし、若干折り曲げると入口
部の幅が拡大して嵌合させた鉄筋が脱出し易いと
いう問題点があつた。
``Prior Art'' Conventionally, a reinforcing bar spacer for concrete columns has been developed in which a plurality of arc-shaped reinforcing bar insertion grooves are cut along the outer periphery of a donut-shaped annular plate. In this spacer, the reinforcing bar insertion groove is arc-shaped and the width of the entrance part is smaller than the inner diameter of the arc-shaped insertion groove, so when the round steel reinforcing bar is fitted into this insertion groove, the reinforcing bar is difficult to pass. Therefore, it is necessary to bend the entrance part slightly, and when the entrance part is bent slightly, the width of the entrance part expands and there is a problem in that the fitted reinforcing bars are likely to escape.

「考案が解決しようとする問題点」 本案は環状板の外周縁に形成した鉄筋挿入溝内
に同溝の内周に嵌合する鉄筋を容易に挿入しかつ
挿入後は同溝から脱出するおそれのないコンクリ
ート柱の鉄筋スペーサーを得ることを目的とする
ものである。
"Problem that the invention aims to solve" The purpose of this invention is to obtain a rebar spacer for a concrete column in which a rebar that fits into the inner circumference of a rebar insertion groove formed on the outer edge of a ring plate can be easily inserted and there is no risk of the rebar escaping the groove after insertion.

「問題点を解決するための手段」 本案は環状板の外周縁に沿つて複数のU字形鉄
筋挿入溝を切込み形成し、これらの挿入溝の中間
部にある上記外周縁を屈曲して屈曲部の両端を上
記挿入溝の入口部内に対向方向に若干延長して外
U字形鉄筋挿入溝の逆止片を形成してなるコンク
リート柱の鉄筋スペーサーによつて構成される。
"Means for Solving the Problem" This proposal involves cutting a plurality of U-shaped reinforcing bar insertion grooves along the outer periphery of an annular plate, and bending the outer periphery in the middle of these insertion grooves to form a bent part. It is constituted by a reinforcing bar spacer of a concrete column whose both ends are slightly extended in opposing directions into the entrance portion of the insertion groove to form a check piece for the outer U-shaped reinforcing bar insertion groove.

「作用」 従つてU字形鉄筋挿入溝3の入口部から鉄筋5
を同溝3内に押込むと上記逆止弁4a、4aが同
溝3内に屈曲し同鉄筋5は同溝3の底部に接して
嵌合する。その状態において同逆止弁4a、4a
はその弾力性によつて若干元に戻つて第6図に示
すように鉄筋5に引掛つてこれを同溝3内に押え
る。このような動作は環状板1を中心線の回りに
間欠回動させながら鉄筋間欠圧入機により自動的
に行うことができ自動的に鉄筋篭が形成される。
この鉄筋篭は積重貯蔵され或は回転式型枠内に挿
入されてコンクリート又はモルタルが投入され養
生硬化脱型されて中空鉄筋コンクリート柱6が製
造される。
"Action" Therefore, the reinforcing bar 5 is inserted from the entrance of the U-shaped reinforcing bar insertion groove 3.
When pushed into the groove 3, the check valves 4a, 4a are bent into the groove 3, and the reinforcing bar 5 is fitted in contact with the bottom of the groove 3. In that state, the same check valves 4a, 4a
Due to its elasticity, it returns to its original state slightly and hooks on the reinforcing bar 5, as shown in FIG. 6, and holds it in the groove 3. Such an operation can be automatically performed by an intermittent reinforcing bar press-in machine while intermittently rotating the annular plate 1 around the center line, and a reinforcing bar basket is automatically formed.
The reinforcing bar cages are stored in piles or inserted into a rotary formwork, concrete or mortar is poured into them, and the hollow reinforced concrete columns 6 are manufactured by curing, hardening, and demolding.

「実施例」 対向環状板1、1の内周縁1a,1aを接続
し、外周縁に沿つて対向環状板1、1間に環状溝
2を形成し、かつ同対向環状板1、1の符合位置
に複数のU字形鉄筋挿入溝3を切込形成し、同挿
入溝3、3の中間部にある上記環状板1、1の外
周縁を対向方向に屈曲し、該屈曲部4、4の両端
を上記挿入溝3の入口部内に対向方向に若干延長
して該U字形鉄筋挿入溝3の逆止片4a、4aを
形成してなるものである。対向環状板1、1は円
形環状板であり、内周縁1a,1aをプレスによ
り屈曲して対接し対接部をスポツト溶接して接続
する。鉄筋挿入溝3の数は8〜76個であり等間隔
に切込形成される。又上記環状板1は単独で用い
ることができる。尚図中6で示すものはコンクリ
ート柱、6aは同コンクリート柱6の外周面、6
bは同柱6の内周面である。
"Example" The inner peripheral edges 1a, 1a of the opposing annular plates 1, 1 are connected, the annular groove 2 is formed between the opposing annular plates 1, 1 along the outer periphery, and the signs of the opposing annular plates 1, 1 are matched. A plurality of U-shaped reinforcing bar insertion grooves 3 are cut and formed at the positions, and the outer peripheral edges of the annular plates 1, 1 located in the middle of the insertion grooves 3, 3 are bent in opposite directions, and the bent portions 4, 4 are bent. Both ends are slightly extended in opposite directions into the entrance of the insertion groove 3 to form check pieces 4a, 4a of the U-shaped reinforcing bar insertion groove 3. The opposing annular plates 1, 1 are circular annular plates, and the inner circumferential edges 1a, 1a are bent by pressing to face each other, and the opposing parts are connected by spot welding. The number of reinforcing bar insertion grooves 3 is 8 to 76, and they are cut at equal intervals. Further, the annular plate 1 can be used alone. In addition, what is shown by 6 in the figure is a concrete column, 6a is the outer peripheral surface of the concrete column 6, and 6
b is the inner circumferential surface of the column 6.

「効果」 本案は上述のように構成したのでU字形鉄筋挿
入溝3に押圧により鉄筋5をきわめて容易に挿入
嵌合しかつ挿入後同溝3から鉄筋5が外れるおそ
れがなく、迅速簡便に筒状鉄筋篭を形成し得る便
益がある。
``Effects'' Since the present invention is constructed as described above, the reinforcing bars 5 can be inserted and fitted into the U-shaped reinforcing bar insertion groove 3 very easily by pressing, and there is no fear that the reinforcing bars 5 will come off from the groove 3 after insertion, and the reinforcing bars 5 can be quickly and easily inserted into the U-shaped reinforcing bar insertion groove 3. There is an advantage in forming a shaped rebar cage.

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

第1図は本案のスペーサーによる。コンクリー
ト柱を示す側面図、第2図は第1図A−A線によ
る縦断面図、第3図は第2図の一部拡大平面図、
第4図は第2図B−B線による拡大縦断面図、第
5図は鉄筋挿入前の状態図、第6図は鉄筋挿入状
態図である。 1……環状板、3……U字形鉄筋挿入溝、4…
…屈曲部、4a……逆止片。
Figure 1 is based on the proposed spacer. A side view showing a concrete column, Figure 2 is a vertical cross-sectional view taken along line A-A in Figure 1, Figure 3 is a partially enlarged plan view of Figure 2,
FIG. 4 is an enlarged vertical sectional view taken along the line B--B in FIG. 2, FIG. 5 is a diagram of the state before reinforcing bars are inserted, and FIG. 6 is a diagram of reinforcing bars inserted. 1... Annular plate, 3... U-shaped reinforcing bar insertion groove, 4...
...Bent part, 4a... Check piece.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 環状板の外周縁に沿つて複数のU字形鉄筋挿入
溝を切込形成し、これらの挿入溝の中間部にある
上記外周縁を屈曲して屈曲部の両端を上記挿入溝
の入口部内に対向方向に若干延長して該U字形鉄
筋挿入溝の逆止片を形成してなるコンクリート柱
の鉄筋スペーサー。
A plurality of U-shaped reinforcing bar insertion grooves are cut along the outer periphery of the annular plate, and the outer periphery in the middle of these insertion grooves is bent so that both ends of the bent portions are opposed to the entrance of the insertion groove. A reinforcing bar spacer for a concrete column that is slightly extended in the direction to form a check piece for the U-shaped reinforcing bar insertion groove.
JP17964282U 1982-11-25 1982-11-25 Rebar spacer for concrete column Granted JPS5982125U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17964282U JPS5982125U (en) 1982-11-25 1982-11-25 Rebar spacer for concrete column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17964282U JPS5982125U (en) 1982-11-25 1982-11-25 Rebar spacer for concrete column

Publications (2)

Publication Number Publication Date
JPS5982125U JPS5982125U (en) 1984-06-02
JPS634100Y2 true JPS634100Y2 (en) 1988-02-02

Family

ID=30389720

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17964282U Granted JPS5982125U (en) 1982-11-25 1982-11-25 Rebar spacer for concrete column

Country Status (1)

Country Link
JP (1) JPS5982125U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5943988B2 (en) * 2014-12-08 2016-07-05 株式会社タック Template and fixing plate for column reinforcement assembly

Also Published As

Publication number Publication date
JPS5982125U (en) 1984-06-02

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