JP3181762B2 - Beam main bar spacer - Google Patents

Beam main bar spacer

Info

Publication number
JP3181762B2
JP3181762B2 JP20558093A JP20558093A JP3181762B2 JP 3181762 B2 JP3181762 B2 JP 3181762B2 JP 20558093 A JP20558093 A JP 20558093A JP 20558093 A JP20558093 A JP 20558093A JP 3181762 B2 JP3181762 B2 JP 3181762B2
Authority
JP
Japan
Prior art keywords
spacer
beam main
main bar
shaped
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 - Fee Related
Application number
JP20558093A
Other languages
Japanese (ja)
Other versions
JPH0742365A (en
Inventor
育弘 松崎
克彦 中野
英一 中島
康弘 石渡
幸雄 中村
幹雄 三原
啓一 阿部
誠 豊田
Original Assignee
鉄建建設株式会社
大木建設株式会社
岡部株式会社
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 鉄建建設株式会社, 大木建設株式会社, 岡部株式会社 filed Critical 鉄建建設株式会社
Priority to JP20558093A priority Critical patent/JP3181762B2/en
Publication of JPH0742365A publication Critical patent/JPH0742365A/en
Application granted granted Critical
Publication of JP3181762B2 publication Critical patent/JP3181762B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、梁用の主鉄筋を一定間
隔で保持する梁主筋スペーサーに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a main beam reinforcing spacer for holding main reinforcing bars for beams at regular intervals.

【0002】[0002]

【従来の技術】従来、複数の梁用の主鉄筋を、溝形の梁
コンクリート部材の溝底板上に、所定間隔で設置する場
合は、前記梁コンクリート部材の両側板と、前記梁用の
主鉄筋との間にスペーサーを介在させている。
2. Description of the Related Art Conventionally, when a plurality of main reinforcing bars for beams are installed at predetermined intervals on a groove bottom plate of a channel-shaped beam concrete member, both side plates of the beam concrete member and a main beam for the beam are used. A spacer is interposed between the reinforcing bars.

【0003】[0003]

【発明が解決しようとする課題】前記従来の場合は、梁
用の主鉄筋を位置決めするのに多数の独立したスペーサ
ーを設置する必要があるので、煩雑であり、かつ正確に
位置決めすることは困難であった。
In the conventional case, since a large number of independent spacers need to be installed to position the main reinforcing bar for the beam, it is complicated and difficult to accurately position. Met.

【0004】[0004]

【課題を解決するための手段】前述の問題を有利に解決
するために、本発明は、水平な帯状金属板1の上面に
上向きに開口する複数のコ字状スペーサー2を、梁主筋
直径にほぼ等しい間隔をおいて直列に配置し、各コ字状
スペーサー2を帯状金属板1に固定し、隣り合うコ字状
スペーサー2の間に梁主筋収納間隙3を設けて、梁主筋
スペーサー4を構成し、その梁主筋スペーサー4を溝形
の梁コンクリート部材5の溝底板6に載置する梁主筋ス
ペーサーであって、梁主筋載置部7を有する支持金具8
に縦管9の上部を固定して、梁主筋支持具10を構成
し、前記縦管9を前記梁主筋スペーサー4におけるコ字
状スペーサー2の垂直アーム11に嵌挿することを特徴
とする。 これにより、前記梁主筋スペーサー4および梁
主筋支持具10を利用して、梁主筋スペーサー4により
位置決めされた梁主筋12の上方に、他の梁主筋12を
所定の位置に設置する。
SUMMARY OF THE INVENTION The foregoing problems are advantageously solved.
To, the present invention is the horizontal upper surface of the belt-like metal plate 1,
A plurality of U-shaped spacers 2 that open upwards are
Arranged in series at intervals approximately equal to the diameter, each U-shaped
The spacer 2 is fixed to the strip-shaped metal plate 1, and the adjacent U-shaped
A beam main bar storage gap 3 is provided between the spacers 2 to provide a beam main bar.
The spacer 4 is formed, and the beam main reinforcing spacer 4 is formed in a groove shape.
Beam reinforcement placed on the groove bottom plate 6 of the beam concrete member 5
Supporter 8 having pacer and having beam main bar mounting portion 7
The upper part of the vertical pipe 9 is fixed to the beam to form the beam main bar support 10
Then, the vertical pipe 9 is formed into a U-shape in the beam main reinforcing spacer 4.
Characterized by being inserted into the vertical arm 11 of the spacer 2
And Thereby, the beam main reinforcement spacer 4 and the beam
Using the main bar support 10 and the beam main bar spacer 4
Above the positioned beam main reinforcement 12, place another beam main reinforcement 12
Install in place.

【0005】[0005]

【実施例】図1および図2は、梁主筋支持具10を取付
ける前の梁主筋スペーサー4を示すものであって、水平
な帯状金属板1の上面に、上向きに開口する複数(図示
の場合は4箇)のコ字状スペーサー2の中間アーム13
が、一定間隔で直列に並べて配置され、かつ各コ字状ス
ペーサー2の中間アーム13は、帯状金属板1に対し溶
接により固着され、前記コ字状スペーサー2は、丸鋼棒
に曲げ加工が施されて構成されている。
1 and 2 show a beam main bar support 10 attached.
FIG. 3 shows a beam main reinforcing spacer 4 before being cut , and shows a plurality of (four in the illustrated case) intermediate arms 13 of a plurality of (four in the illustrated case) U-shaped spacers 2 on the upper surface of a horizontal strip-shaped metal plate 1.
However, the intermediate arms 13 of the U-shaped spacers 2 are fixed to the strip-shaped metal plate 1 by welding, and the U-shaped spacers 2 are bent into round steel bars. It is configured.

【0006】図3および図4は、梁主筋支持具10を取
付ける前の梁主筋スペーサー4の使用状態を示すもので
あって、上向きに開口している溝形断面の梁コンクリー
ト部材5における溝底板6に、複数の梁主筋スペーサー
4がその梁底板6の長手方向に間隔をおいて載置され、
かつ梁主筋スペーサー4における帯状金属板1は、溝底
板6の長手方向に直交するように配置され、隣り合うコ
字状スペーサー2の間に梁主筋収納間隙3が設けられ、
両端部のコ字状スペーサー2と、梁コンクリート部材5
の両側の溝側板14との間にも、梁主筋収納間隙3が設
けられ、前記溝底板6の長手方向に平行に延長する複数
本(図示の場合は5本)の梁主筋12は、隣り合うコ字
状スペーサー2の間の梁主筋収納間隙3にわたって挿入
されると共に、両端部のコ字状スペーサー2と梁コンク
リート部材5の両側の溝側板14との間の梁主筋収納間
隙3にわたって挿入されている。
FIGS. 3 and 4 show the beam main bar support 10.
This shows the use condition of the main beam spacer 4 before attaching.
A plurality of beam main reinforcing spacers 4 are mounted on the groove bottom plate 6 of the beam concrete member 5 having a groove-shaped cross section that is open upward, with a space therebetween in the longitudinal direction of the beam bottom plate 6.
In addition, the band-shaped metal plate 1 in the beam main reinforcing spacer 4 is disposed so as to be orthogonal to the longitudinal direction of the groove bottom plate 6, and the beam main reinforcing bar storage gap 3 is provided between adjacent U-shaped spacers 2.
U-shaped spacer 2 at both ends and beam concrete member 5
The main beam storage space 3 is also provided between the groove side plates 14 on both sides of the groove bottom plate 14, and a plurality of (five in the case shown) beam main reinforcements 12 extending in parallel to the longitudinal direction of the groove bottom plate 6 are adjacent to each other. Inserted over the main beam storage gap 3 between the matching U-shaped spacers 2 and inserted across the main beam storage gap 3 between the U-shaped spacer 2 at both ends and the groove side plates 14 on both sides of the beam concrete member 5. Have been.

【0007】図5は、梁主筋スペーサー4のコ字状スペ
ーサー2に取付けられる梁主筋支持具10を示すもので
あって、垂直な縦杆15の下部に縦管9上部が嵌合され
て溶接により固着され、前記縦杆15の上端部に、その
上端部から溝側板14に向かって下降するように傾斜す
る傾斜支承杆16の基端部が屈折連設され、その傾斜支
承杆16の先端部に、上方に向かって垂直に突出する垂
直支承杆17が屈折連設され、前記傾斜支承杆16と垂
直支承杆17とにより梁主筋載置部7が構成され、前記
縦杆15と傾斜支承杆16と垂直支承杆17とにより支
持金具8が構成され、前記支持金具8と縦管9とにより
梁主筋支持具10が構成されている。
FIG . 5 shows a U-shaped space of the main beam spacer 4.
FIG. 2 shows a beam main bar support 10 attached to the laser 2
The upper part of the vertical pipe 9 is fitted to the lower part of the vertical rod 15 and fixed by welding, and is inclined at the upper end of the vertical rod 15 so as to descend from the upper end toward the groove side plate 14. A base end portion of the inclined support rod 16 is bent and connected, and a vertical support rod 17 projecting vertically upward is bent and connected to a distal end portion of the inclined support rod 16, and the inclined support rod 16 and the vertical support are connected. The rod 17 constitutes the beam main bar mounting portion 7, the vertical bar 15, the inclined support bar 16, and the vertical support bar 17 form a support fitting 8, and the support bracket 8 and the vertical pipe 9 support the beam main bar. The tool 10 is configured.

【0008】図6および図7は、梁主筋スペーサー4の
コ字状スペーサー2に取付けられる梁主筋支持具10の
使用状態を示すものであって、梁コンクリート部材5の
溝底板6に、複数の梁主筋スペーサー4が載置され、隣
り合うコ字状スペーサー2の間に梁主筋12が挿入さ
れ、かつ両端部のコ字状スペーサー2の垂直アーム11
と、梁コンクリート部材5の両側の溝側板14との間に
も、梁主筋12が挿入され、さらに両端部のコ字状スペ
ーサー2における溝側板14の側の垂直アーム11の上
部に、前記梁主筋支持具10における縦管9の下部が嵌
合され、また前記垂直支承杆17は溝側板14に近接す
るように配置され、前記溝側板14の長手方向に並ぶ梁
主筋載置部7にわたって、上部の梁主筋12が載置さ
れ、前記梁コンクリート部材5内に全数の梁主筋12を
配置したのち、前記梁コンクリート部材5内にコンクリ
ートが打設される。
FIGS. 6 and 7 show the main beam spacer 4 of the beam.
Of the beam main bar support 10 attached to the U-shaped spacer 2
It shows a use state, and the beam concrete member 5
A plurality of beam main reinforcing spacers 4 are placed on the groove bottom plate 6, beam main reinforcing bars 12 are inserted between adjacent U-shaped spacers 2, and vertical arms 11 of the U-shaped spacers 2 at both ends.
The main beam 12 is also inserted between the grooved side plates 14 on both sides of the beam concrete member 5, and the beam is placed on the vertical arm 11 on the side of the grooved side plate 14 in the U-shaped spacer 2 at both ends. The lower part of the vertical pipe 9 in the main reinforcement support 10 is fitted, and the vertical support rod 17 is arranged so as to be close to the groove side plate 14, and extends over the beam main reinforcement mounting portion 7 arranged in the longitudinal direction of the groove side plate 14. After the upper beam main reinforcement 12 is placed and all the beam main reinforcements 12 are arranged in the beam concrete member 5, concrete is poured into the beam concrete member 5.

【0009】本発明の実施する場合、コ字状スペーサー
2の数および梁主筋支持具10の数を増減変更してもよ
い。
In practicing the present invention, the number of U-shaped spacers 2 and the number of beam main bar supports 10 may be increased or decreased.

【0010】[0010]

【発明の効果】本発明の梁主筋スペーサーは、水平な帯
状金属板1の上面に、上向きに開口す る複数のコ字状ス
ペーサー2を、梁主筋直径にほぼ等しい間隔をおいて直
列に配置し、各コ字状スペーサー2を帯状金属板1に固
定し、隣り合うコ字状スペーサー2の間に梁主筋収納間
隙3を設けて、梁主筋スペーサー4を構成し、その梁主
筋スペーサー4を溝形の梁コンクリート部材5の溝底板
6に載置する梁主筋スペーサーであって、梁主筋載置部
7を有する支持金具8に縦管9の上部を固定して、梁主
筋支持具10を構成し、前記縦管9を前記梁主筋スペー
サー4におけるコ字状スペーサー2の垂直アーム11に
嵌挿することを特徴とする。 これにより、簡単な構造の
梁主筋スペーサー4を使用して、複数の梁主筋12を、
梁コンクリート部材5における溝底板6の幅方向に所定
間隔で容易にかつ迅速に設置することができ、かつ、前
記梁主筋スペーサー4および梁主筋支持具10を利用し
て、梁主筋スペーサー4により位置決めされた梁主筋1
2の上方に、他の梁主筋12を所定の位置に設置するこ
とができる。
According to the present invention, the main beam spacer of the present invention has a horizontal band.
The upper surface of the Jo metal plate 1, a plurality of U-shaped scan you open upward
Place pacer 2 at a distance approximately equal to the beam main bar diameter.
The U-shaped spacers 2 are fixed to the strip-shaped metal plate 1 in a row.
Between the adjacent U-shaped spacers 2
The beam main reinforcing spacer 4 is formed by providing the gap 3 and the beam main reinforcing spacer 4 is formed.
Reinforcement spacer 4 is grooved bottom plate of grooved beam concrete member 5
6. A beam main bar spacer to be mounted on 6, the beam main bar mounting portion
The upper part of the vertical pipe 9 is fixed to a support fitting 8 having
The vertical tube 9 is formed by a beam supporting member 10 and the beam main bar space is formed.
In the vertical arm 11 of the U-shaped spacer 2 in the sir 4
It is characterized by being inserted. This allows for a simple structure
Using the beam main bar spacers 4, a plurality of beam main bars 12 are
Predetermined in the width direction of groove bottom plate 6 in beam concrete member 5
Can be installed easily and quickly at intervals and
Using the beam main bar spacer 4 and the beam main bar support 10
The beam main bar 1 positioned by the beam main bar spacer 4
The other beam main reinforcing bar 12 is installed at a predetermined position above
Can be.

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

【図1】梁主筋支持具取付け前の梁主筋スペーサーを示
す正面図である。
FIG. 1 is a front view showing a beam main bar spacer before a beam main bar support is attached .

【図2】図1に示す梁主筋スペーサーの平面図である。FIG. 2 is a plan view of a main beam spacer shown in FIG. 1;

【図3】梁主筋支持具取付け前の梁主筋スペーサーの使
用状態を示す一部切欠平面図である。
FIG. 3 is a partially cutaway plan view showing a used state of a beam main bar spacer before a beam main bar support is attached .

【図4】梁主筋支持具取付け前の梁主筋スペーサーの使
用状態を示す正面図である。
FIG. 4 is a front view showing a used state of a beam main bar spacer before a beam main bar support is attached .

【図5】コ字状スペーサーに取付けられる梁主筋支持具
を示す一部縦断正面図である。
FIG. 5 is a partially longitudinal front view showing a beam main reinforcing bar attached to a U-shaped spacer .

【図6】コ字状スペーサーに取付けられる梁主筋スペー
サーの使用状態を示す正面図である。
FIG. 6 is a front view showing a use state of a beam main reinforcement spacer attached to a U-shaped spacer .

【図7】図6の一部を拡大して示す一部縦断正面図であ
る。
FIG. 7 is a partially longitudinal front view showing a part of FIG. 6 in an enlarged manner.

【符号の説明】[Explanation of symbols]

1 帯状金属板 2 コ字状スペーサー 3 梁主筋収納間隙 4 梁主筋スペーサー 5 梁コンクリート部材 6 溝底板 7 梁主筋載置部 8 支持金具 9 縦管 10 梁主筋支持具 11 垂直アーム 12 梁主筋 13 中間アーム 14 溝側板 15 縦杆 16 傾斜支承杆 17 垂直支承杆 REFERENCE SIGNS LIST 1 band-shaped metal plate 2 U-shaped spacer 3 beam main bar storage gap 4 beam main bar spacer 5 beam concrete member 6 groove bottom plate 7 beam main bar mounting part 8 support bracket 9 vertical pipe 10 beam main bar support 11 vertical arm 12 beam main bar 13 intermediate Arm 14 Groove side plate 15 Vertical rod 16 Inclined support rod 17 Vertical support rod

───────────────────────────────────────────────────── フロントページの続き (72)発明者 中野 克彦 東京都多摩市永山3−3−16−503 (72)発明者 中島 英一 埼玉県入間市豊岡1−8−2−805 (72)発明者 石渡 康弘 千葉県市川市北国分2−14−10 TNパ レス202 (72)発明者 中村 幸雄 千葉県印旛郡白井町270 (72)発明者 三原 幹雄 千葉県印旛郡白井町根66−4 大木建設 社宅202 (72)発明者 阿部 啓一 千葉県浦安市入船2丁目3−812 (72)発明者 豊田 誠 千葉県市川市南行徳1−5−12 ジンパ ークハイム (56)参考文献 実開 昭63−46502(JP,U) 実開 昭63−101622(JP,U) (58)調査した分野(Int.Cl.7,DB名) E04G 21/12 105 E04C 5/18 104 ──────────────────────────────────────────────────続 き Continued on the front page (72) Katsuhiko Nakano, Inventor 3-3-16-503, Nagayama, Tama-shi, Tokyo (72) Eiichi Nakajima 1-8-2-805, Toyooka, Iruma-shi, Saitama (72) Invention Person Yasuhiro Ishiwatari 2-14-10 Kita-Kokubu, Ichikawa-shi, Chiba TN Palace 202 (72) Inventor Yukio Nakamura 270 Shirai-cho, Inba-gun, Chiba (72) Inventor Mikio Mihara 66-4 Shirai-cho, Shirai-cho, Inba-gun, Chiba Pref. Company Housing 202 (72) Inventor Keiichi Abe 2-3-12-1 Irifune, Urayasu-shi, Chiba Prefecture (72) Inventor Makoto Toyoda 1-5-12 Minami-Gyotoku, Ichikawa-shi, Chiba Prefecture Zinpachheim (56) References Real Opening Sho 63-46502 ( (JP, U) Japanese Utility Model 1988-101622 (JP, U) (58) Field surveyed (Int. Cl. 7 , DB name) E04G 21/12 105 E04C 5/18 104

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 水平な帯状金属板の上面に、上向きに開1. An upward opening on the upper surface of a horizontal strip-shaped metal plate.
口する複数のコ字状スペーサーを、梁主筋直径にほぼ等The multiple U-shaped spacers to be opened are approximately equal to the beam main bar diameter.
しい間隔をおいて直列に配置し、各コ字状スペーサーをPlace them in series at appropriate intervals, and place each U-shaped spacer
帯状金属板に固定し、隣り合うコ字状スペーサーの間にIt is fixed to a band-shaped metal plate, and between adjacent U-shaped spacers.
梁主筋収納間隙を設けて、梁主筋スペーサーを構成し、A beam main bar storage gap is provided to form a beam main bar spacer,
その梁主筋スペーサーを溝形の梁コンクリート部材の溝The main beam spacer of the beam is replaced with the groove of the beam-shaped concrete member.
底板に載置する梁主筋スペーサーであって、梁主筋載置A beam main bar spacer to be placed on the bottom plate,
部を有する支持金具に縦管の上部を固定して梁主筋支持The upper part of the vertical pipe is fixed to the support bracket with the part, and the beam main reinforcement is supported.
具を構成し、前記縦管を梁主筋スペーサーにおけるコ字The vertical pipe is formed in a U-shape in a beam main reinforcing spacer.
状スペーサーの垂直アームに嵌挿したことを特徴とするCharacterized by being inserted into the vertical arm of the spacer
梁主筋スペーサー。Beam main bar spacer.
JP20558093A 1993-07-29 1993-07-29 Beam main bar spacer Expired - Fee Related JP3181762B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20558093A JP3181762B2 (en) 1993-07-29 1993-07-29 Beam main bar spacer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20558093A JP3181762B2 (en) 1993-07-29 1993-07-29 Beam main bar spacer

Publications (2)

Publication Number Publication Date
JPH0742365A JPH0742365A (en) 1995-02-10
JP3181762B2 true JP3181762B2 (en) 2001-07-03

Family

ID=16509239

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20558093A Expired - Fee Related JP3181762B2 (en) 1993-07-29 1993-07-29 Beam main bar spacer

Country Status (1)

Country Link
JP (1) JP3181762B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07119328B2 (en) * 1987-12-18 1995-12-20 三井石油化学工業株式会社 Cyclic olefin random copolymer composition
ES2311339B1 (en) * 2006-03-24 2009-12-03 Megaray, S.L. SUPPORT FOR THE CLAMPING AND SUPPORT OF NEGATIVE ROUNDS IN THE CONSTRUCTION OF FERRAL BEAMS FOR CONCRETE CONCRETE.
KR102412471B1 (en) * 2020-11-27 2022-06-23 (주)삼현비앤이 Method of constructing bridge girder with controlled interval between sheaths and bridge girder by using same

Also Published As

Publication number Publication date
JPH0742365A (en) 1995-02-10

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