JP3141151B2 - Rebar cross ties - Google Patents
Rebar cross tiesInfo
- Publication number
- JP3141151B2 JP3141151B2 JP08310212A JP31021296A JP3141151B2 JP 3141151 B2 JP3141151 B2 JP 3141151B2 JP 08310212 A JP08310212 A JP 08310212A JP 31021296 A JP31021296 A JP 31021296A JP 3141151 B2 JP3141151 B2 JP 3141151B2
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bar
- fitting portion
- rectangular plate
- rebar
- cross
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/166—Connectors or means for connecting parts for reinforcements the reinforcements running in different directions
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、スラブ等の交差鉄
筋の交差部を連結固定する鉄筋交差結束具に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing bar crossing tie for connecting and fixing the crossing portions of crossing reinforcing bars such as slabs.
【0002】[0002]
【従来の技術】鉄筋交差部を結束するための手段とし
て、番線による結束に替え最近では種々の結束金具が提
案されている。そのうち嵌着部を十字型に背中合わせし
た形式のものが数多く出願されている(実開昭57−5
0513、実開平1−168719、実開平4−205
25、特開平6−26149など)。しかしこの背中合
せ方式の金具にあっては、その形態上、鉄筋交差部に取
付ける際一方の鉄筋を引離す(浮上させる)必要が有り
(一方の嵌着のときこれと交差形成された他方が邪魔に
なる)、厄介な手間を強いられ、作業性にも影響する。
なお十字型でないものについては、複雑な構造のもの
や、取付けがさらに厄介なものが多く、また結束後の張
力にアンバランスを生ずるなど採用し難いものが殆どで
ある。2. Description of the Related Art As means for binding rebar intersections, various binding metal fittings have recently been proposed in place of the binding by wire lines. Of these, a large number of applications in which the fitting portions are back-to-back in a cross shape have been filed (Japanese Utility Model Application Laid-Open No. 57-5).
0513, Heikai 1-168719, Heikai Hei 4-205
25, JP-A-6-26149). However, in this back-to-back fitting, due to its form, it is necessary to separate (float) one rebar when attaching it to the rebar intersection (when one is fitted, the other that intersects with the other is obstructed). ), Which is troublesome, and affects workability.
It should be noted that most of the non-cross type ones have a complicated structure and are more troublesome to mount, and most of them are difficult to adopt because of unbalanced tension after binding.
【0003】[0003]
【発明が解決しようとする課題】本発明は、このような
事情に鑑みてなされたもので、極めて簡潔な構造で、取
付けが鉄筋交差部を動かすことなくワンタッチで行え、
しかも強固な結束状態をもたらす鉄筋交差結束具を提供
する。SUMMARY OF THE INVENTION The present invention has been made in view of such circumstances, and has a very simple structure, and can be mounted with one touch without moving a reinforcing bar intersection.
Moreover, the present invention provides a reinforcing bar cross tying tool that provides a strong tying condition.
【0004】[0004]
【課題を解決するための手段】上記目的を達成するた
め、本発明は、方形板体1の前半中央部を肉盗みして二
股状に形成するとともにその二股状先端部を下方へ樋状
に屈曲形成させて略半円型の鉄筋嵌着部2、2と成す。
そして前記二股状空間の幅内において後半中央部を隆条
に屈曲形成させて略U字型の交差鉄筋嵌着部3と成す。
そしてさらに前記方形板体1の後方両側に前記交差鉄筋
嵌着部3の麓部に至る割溝7を設け且つその割溝7に境
される方形板体1の後端両翼部1a、1aを山形に折曲
して成る鉄筋結束具である。SUMMARY OF THE INVENTION In order to achieve the above object, the present invention is directed to a rectangular plate 1 in which the front center portion of the rectangular plate 1 is robbed to form a bifurcated shape, and the bifurcated tip portion is formed into a gutter-like shape. It is bent to form a substantially semicircular rebar fitting portion 2,2.
Then, in the width of the bifurcated space, the rear center portion is bent into a ridge to form a substantially U-shaped cross reinforcing bar fitting portion 3.
Further, on both rear sides of the rectangular plate 1 are provided split grooves 7 extending to the foot of the crossed reinforcing bar fitting portion 3, and the rear end wings 1a, 1a of the rectangular plate 1 bordered by the split grooves 7 are formed. This is a reinforcing bar tie that is bent into a mountain shape.
【0005】また上記構成において、交差鉄筋嵌着部3
の前方縁を後傾状にカット3aした鉄筋交差結束具であ
る。[0005] In the above structure, the cross-bar reinforcing portion 3
Is a reinforcing bar cross tying tool whose front edge is cut rearwardly.
【0006】さらに上記各構成において、鉄筋嵌着部
2、2一方の屈曲方向中央部にズレ止めビ−ド4を、他
方の屈曲方向中央部に凹条ズレ止めビ−ド5を設けた鉄
筋交差結束具である。Further, in each of the above constructions, a reinforcing bar provided with a non-shifting bead 4 at the center of one of the rebar fitting portions 2 and 2 in the bending direction and a concave striping bead 5 at the center of the other bending direction. It is a cross tying tool.
【0007】さらにまた上記各構成において交差鉄筋嵌
着部3を跨ぐ方形板体1に補強リブ6を設けた鉄筋交差
結束具である。Further, in each of the above constructions, there is provided a reinforcing bar cross tying tool in which reinforcing ribs 6 are provided on the rectangular plate 1 straddling the crossing reinforcing bar fitting portion 3.
【0008】[0008]
【使用法並びに作用】図3に示すように、方形板体1の
前半中央部の二股状空間を、交差する鉄筋の上方から落
し込むように差入れて、先端部の略半円型の鉄筋嵌着部
2、2を裏側鉄筋に当てがう。そしてその状態から方形
板体1の後半部を、その後半中央部の交差鉄筋嵌着部3
を表側鉄筋に嵌着させつつ水平方向へ略90゜スイング
させて押付ける。この場合、交差鉄筋嵌着部3の前方縁
を後傾状にカット3aした態様にあっては、二股状空間
の懐が大きいため円滑な作業ができる。[Usage and operation] As shown in FIG. 3, a bifurcated space in the center of the front half of the rectangular plate 1 is inserted so as to fall from above the intersecting reinforcing bars, and a substantially semicircular reinforcing bar is fitted at the tip. Attach the attachment parts 2 and 2 to the back reinforcing steel. Then, from the state, the rear half of the rectangular plate 1 is inserted into the crossed reinforcing bar fitting portion 3 at the center of the rear half.
While being fitted to the front side rebar, swing by approximately 90 ° in the horizontal direction and press. In this case, in a mode in which the front edge of the crossed reinforcing bar fitting portion 3 is cut in the rearward inclined shape 3a, smooth operation can be performed because the forked space is large.
【0009】これにより鉄筋交差部が両嵌着部2、3の
応力相対により強固に結束される。加えて、鉄筋嵌着部
2に凸条ズレ止めビ−ド4及び凹条ズレ止めビ−ド5を
設けた態様においては、凸条ズレ止めビ−ド4が鉄筋の
異径節間に、凹条ズレ止めビ−ド5が鉄筋の異径節に嵌
まることにより取り付け後のズレを効果的に防止でき
る。As a result, the reinforcing bar intersection is firmly bound by the relative stress between the fitting portions 2 and 3. In addition, in the embodiment in which the convex streak preventing bead 4 and the concave streak preventing bead 5 are provided in the reinforcing bar fitting portion 2, the convex streak preventing bead 4 is provided between the different diameter nodes of the rebar. Since the concave bead stopper beads 5 are fitted to the different diameter nodes of the rebar, displacement after mounting can be effectively prevented.
【0010】そして最後に、図4に示すように、山形に
折曲してある方形板体1の後端両翼部1a、1aを摘ん
で、両側から下方へ折り合わせて結束を完了する。この
折り合わせにより、作業中(スラブ施工の際ライナ−で
浮上させて生コンを投入する作業など)に作業員が鉄筋
交差部以外の部分に踏込んだ場合でも、外れることがな
い。Finally, as shown in FIG. 4, the rear end wings 1a, 1a of the rectangular plate 1 bent in a mountain shape are picked up and folded downward from both sides to complete the binding. As a result of this folding, even if the worker steps on a portion other than the intersection of the reinforcing bars during the work (for example, the work of floating the concrete on the liner during the slab construction), it does not come off.
【0011】水平交差部のみならず垂直交差部、傾斜交
差部にも同様に働き、また交差部毎に表裏、左右入替え
て取り付けることもできる。The same operation is performed not only at the horizontal intersection but also at the vertical intersection and the inclined intersection, and it is also possible to replace the front, back, left and right for each intersection.
【0012】[0012]
【発明の実施の形態】金属材質の方形板体1の前半中央
部を肉盗みして二股状に形成するとともにその二股状先
端部を下方へ樋状に屈曲形成させて略半円型の鉄筋嵌着
部2、2と成す。また前記二股状空間の幅内において後
半中央部を隆条に屈曲形成させて略U字型の交差鉄筋嵌
着部3と成し、その交差鉄筋嵌着部3の前方縁を後傾状
にカット3aしてある。そしてまた前記鉄筋嵌着部2の
一方の屈曲方向中央部に凸条ズレ止めビ−ド4を、他方
の屈曲方向中央部に凹条ズレ止めビ−ド5を設ける。そ
してさらに前記交差鉄筋嵌着部3を跨ぐ方形板体1に補
強リブ6を横設するとともに、図1(イ)に示すよう
に、その補強リブ5の後方両側に前記交差鉄筋嵌着部3
の麓部に至る割溝7を設け且つ、図1(ロ)に示すよう
に、その割溝7に境される方形板体1の後端両翼部1
a、1aを山形に折曲して成る鉄筋結束具である。BEST MODE FOR CARRYING OUT THE INVENTION A substantially semicircular reinforcing bar is formed by stealing a central portion of a front half of a rectangular plate body 1 made of a metal material to form a forked shape, and bending a forked tip portion downwardly in a gutter shape. The fitting portions 2 and 2 are formed. In the width of the bifurcated space, the central portion in the rear half is bent and formed into a ridge to form a substantially U-shaped crossed reinforcing bar fitting portion 3, and the front edge of the crossed reinforcing bar fitting portion 3 is inclined backward. Cut 3a. Further, a convex streak preventing bead 4 is provided at one central portion in the bending direction of the reinforcing bar fitting portion 2, and a concave streak preventing bead 5 is provided at the other central portion in the bending direction. Further, reinforcing ribs 6 are laterally provided on the rectangular plate 1 that straddles the crossed reinforcing bar fitting portions 3, and the crossed reinforcing bar fitting portions 3 are provided on both rear sides of the reinforcing ribs 5 as shown in FIG.
1 (b), and as shown in FIG. 1 (b), the rear end wings 1 of the rectangular plate 1 bounded by the split groove 7
a, 1a is a reinforcing bar binding device formed by bending a mountain shape.
【0013】[0013]
【発明の効果】本発明は以上のようで、交差する鉄筋
(異径鋼棒)の交差部を、熟練不要で且つワンタッチ
で、強力に連結結束できる金具を提供する。構造が簡潔
で、安価に量産できることも大きな利点である。水平交
差部のみならず垂直交差部、傾斜交差部にも使用でき、
また交差部毎に表裏、左右入替えて取り付けることによ
り、全体として強固な張力を得られる。As described above, the present invention provides a metal fitting capable of strongly connecting and binding an intersecting portion of intersecting reinforcing bars (different-diameter steel bars) with one touch without any skill. Another major advantage is that the structure is simple and mass production is possible at low cost. It can be used not only for horizontal intersections but also for vertical and inclined intersections,
Also, by attaching the front and back, left and right at each intersection, strong tension can be obtained as a whole.
【図1】(イ)が後端両翼部の折曲前、(ロ)が後端両
翼部の折曲後の各表側斜視図BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1A is a front perspective view of a rear end wing before bending, and FIG. 1B is a front side perspective view of a rear end wing after bending.
【図2】裏側斜視図FIG. 2 is a rear perspective view.
【図3】取付け状態を示す斜視図FIG. 3 is a perspective view showing an attached state.
【図4】結束状態を示す斜視図FIG. 4 is a perspective view showing a binding state.
1 方形板体 1a 後端両翼部 2 略半円型の鉄筋嵌着部 3 略U字型の交差鉄筋嵌着部 3a 後傾状のカット 4 凸状ズレ止めビ−ド 5 凹状ズレ止めビ−ド 6 補強リブ 7 割溝 DESCRIPTION OF SYMBOLS 1 Square plate body 1a Rear end both wings 2 Approximately semi-circular reinforcing bar fitting portion 3 Substantially U-shaped cross reinforcing bar fitting portion 3a Backward inclined cut 4 Convex slip stopper bead 5 Concave slip stopper bead C 6 Reinforcing rib 7 Split groove
Claims (4)
て二股状に形成するとともにその二股状先端部を下方へ
樋状に屈曲形成させて略半円型の鉄筋嵌着部(2)、
(2)と成し、前記二股状空間の幅内において後半中央
部を隆条に屈曲形成させて略U字型の交差鉄筋嵌着部
(3)と成し、前記方形板体(1)の後方両側に前記交
差鉄筋嵌着部(3)の麓部に至る割溝(7)を設け且つ
その割溝7に境される方形板体1の後端両翼部(1
a)、(1a)を山形に折曲して成る鉄筋結束具であ
る。1. A substantially semicircular rebar fitting portion in which a front center portion of a rectangular plate body (1) is robbed to form a bifurcated shape and a bifurcated tip is bent downward in a gutter shape. (2),
In the width of the forked space, the rear half central portion is bent into a ridge to form a substantially U-shaped crossed reinforcing bar fitting portion (3), and the rectangular plate (1) is formed. On both rear sides of the rear surface, a split groove (7) reaching the foot of the crossed reinforcing bar fitting portion (3) is provided, and the rear end wings (1) of the rectangular plate body 1 bounded by the split groove 7 are provided.
This is a reinforcing bar tie obtained by bending a) and (1a) into a mountain shape.
にカット(3a)した請求項1記載の鉄筋交差結束具。2. A reinforcing bar cross tying tool according to claim 1, wherein a front edge of the crossing reinforcing bar fitting portion is cut backward (3a).
部に凸条ズレ止めビ−ド(4)を他方の屈曲方向中央部
に凹条ズレ止めビ−ド(5)を設けた請求項1又は2記
載の鉄筋交差結束具。3. A bead stopper (4) is provided at the center in one bending direction of the rebar fitting portion (2), and a recess stopper bead (5) is provided at the center of the other bend direction. The reinforcing bar cross tying tool according to claim 1 or 2.
(1)に補強リブ(5)を横設した請求項1ないし3の
うちいずれか一項記載の鉄筋交差結束具。4. A reinforcing bar cross tie as claimed in claim 1, wherein a reinforcing rib (5) is provided laterally on the rectangular plate (1) straddling the cross reinforcing bar fitting portion (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP08310212A JP3141151B2 (en) | 1996-11-05 | 1996-11-05 | Rebar cross ties |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP08310212A JP3141151B2 (en) | 1996-11-05 | 1996-11-05 | Rebar cross ties |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10131399A JPH10131399A (en) | 1998-05-19 |
| JP3141151B2 true JP3141151B2 (en) | 2001-03-05 |
Family
ID=18002552
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP08310212A Expired - Fee Related JP3141151B2 (en) | 1996-11-05 | 1996-11-05 | Rebar cross ties |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3141151B2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19849171A1 (en) * | 1998-10-26 | 2000-05-18 | Hans Van Baal | Round iron connection fixture is made of plate or alternatively spring wire steel and has triangular recesses at ends of plate or wire |
| CN105064620B (en) * | 2015-08-19 | 2017-09-12 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of application process of rebar connector |
| US10519660B2 (en) * | 2017-06-09 | 2019-12-31 | Gem Technologies, Inc. | Key-locked and band-tightened rebar clamping assemblies |
| CN115233884A (en) * | 2022-09-05 | 2022-10-25 | 绍兴三雄钢结构有限公司 | Assembled steel bar truss floor board |
| CN117947949B (en) * | 2024-03-25 | 2024-07-19 | 中航建设集团有限公司 | Construction process of energy-saving heat-preservation floor slab |
-
1996
- 1996-11-05 JP JP08310212A patent/JP3141151B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH10131399A (en) | 1998-05-19 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |