JPH0612030B2 - Rebar fixing tool - Google Patents
Rebar fixing toolInfo
- Publication number
- JPH0612030B2 JPH0612030B2 JP61062822A JP6282286A JPH0612030B2 JP H0612030 B2 JPH0612030 B2 JP H0612030B2 JP 61062822 A JP61062822 A JP 61062822A JP 6282286 A JP6282286 A JP 6282286A JP H0612030 B2 JPH0612030 B2 JP H0612030B2
- Authority
- JP
- Japan
- Prior art keywords
- engaging
- reinforcing bar
- bar
- reinforcing
- reinforcing bars
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 claims description 78
- 239000011150 reinforced concrete Substances 0.000 claims description 5
- 239000000725 suspension Substances 0.000 description 26
- 210000003205 muscle Anatomy 0.000 description 19
- 239000004567 concrete Substances 0.000 description 7
- 238000009415 formwork Methods 0.000 description 6
- 210000003489 abdominal muscle Anatomy 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、鉄筋固定具、特に鉄筋コンクリート工法で使
用される鉄筋構造における鉄筋固定具に関するものであ
る。Description: TECHNICAL FIELD The present invention relates to a reinforcing bar fixing tool, and more particularly to a reinforcing bar fixing tool in a reinforcing bar structure used in a reinforced concrete construction method.
複数階の階床を有する建物を鉄筋コンクリートにより構
築する場合には、各階ごとに鉄筋の骨組構造の組み立て
が行われる。これらの鉄筋の組み立て状況を第6図を用
いて説明する。When constructing a building having a plurality of floors by reinforced concrete, a frame structure of the reinforcing bar is assembled for each floor. The assembling situation of these reinforcing bars will be described with reference to FIG.
第6図は組み立てが終ったコンクリート打設時の鉄筋の
配置を説明する断面図である。この図で1は基礎、2は
柱筋、3は梁上筋、4は梁下筋、5はスタラップ筋、6
は腹筋、7及び8は柱フープ筋、9は型枠、10はスペ
ーサブロック、11は梁上筋、12は梁下筋、13は腹
筋、14はスタラップ筋、15は幅止筋、16は梁交差
部柱フープ筋、17a,17b,19a,19bは梁上
筋中吊筋(2段筋)、18a,18b,20は梁下筋中
吊筋(以下、一般的には中吊筋と称する)を示してい
る。FIG. 6 is a cross-sectional view for explaining the arrangement of reinforcing bars at the time of placing concrete after the assembly is completed. In this figure, 1 is a foundation, 2 is a column bar, 3 is a beam above the beam, 4 is a beam below the beam, 5 is a stirrup bar, 6
Are abdominal muscles, 7 and 8 are column hoop muscles, 9 is a formwork, 10 is a spacer block, 11 is an upper beam muscle, 12 is a lower beam muscle, 13 is abdominal muscle, 14 is a stirrup muscle, 15 is a stop bar, 16 is Beam crossing column column hoop muscle, 17a, 17b, 19a, 19b are upper beam intermediate suspension muscles (two-stage muscles), 18a, 18b, 20 are lower beam intermediate suspension muscles (hereinafter, generally called middle suspension muscles) (Referred to).
構築の最初に、基礎1のコンクリート打ちが行なわれ、
その上に柱筋2を組み立て、柱フープ筋を7取り付け、
スタラップ筋5、腹筋6が配筋された後、床のコンクリ
ート打ちが行なわれる。次に柱筋2に柱フープ筋8を取
り付け、型枠9を配設し柱のコンクリート打ちが行なわ
れる。次に、梁形成用の梁部が凹部をなす二階の床形成
用の型枠9が組み立てられる。このように形成された型
枠9上で二階の互いに交差する梁の鉄筋構造の組み立て
が行なわれる。At the beginning of the construction, foundation 1 concrete is poured,
Assemble the column bar 2 on it and attach the column hoop bar 7
After the stirrup muscles 5 and the abdominal muscles 6 have been arranged, the concrete is poured into the floor. Next, the column hoop reinforcement 8 is attached to the column reinforcement 2, the form 9 is arranged, and the concrete is cast into the column. Next, the formwork 9 for forming the floor on the second floor, in which the beam portion for forming the beam has a concave portion, is assembled. On the formwork 9 thus formed, the rebar structure of beams intersecting each other on the second floor is assembled.
この梁の鉄筋構造は、柱筋2と交差する梁上筋11と梁
下筋12を主筋とし、柱筋2の部分を除いた部分は、梁
上筋11同志、梁下筋12同志、及び梁上筋11と梁下
筋12との間に張られるスタラップ筋14、梁上筋11
及び梁下筋12に平行に張られる腹筋13、スタラップ
筋14と腹筋13の支点に取り付けられる幅止筋15で
構成され、互いに直交する梁の交差する部分は、柱筋2
の外周には梁交差部柱フープ筋16が取り付けられる。The reinforcing bar structure of this beam is composed mainly of an upper beam 11 and a lower beam 12 which intersect with the column reinforcement 2, and the portions other than the portion of the columnar 2 are the upper beam 11 comrades, the lower beam 12 comrades, and The stirrup streak 14, which is stretched between the upper beam 11 and the lower beam 12, the upper beam 11
And the abdominal muscles 13 stretched in parallel with the sub-beam muscles 12, the stirrup muscles 14 and the width stop bar 15 attached to the fulcrum of the abdominal muscles 13, and the intersecting portions of the beams orthogonal to each other are the column muscles 2.
A beam intersection column hoop muscle 16 is attached to the outer periphery of the.
そしてこの梁の鉄筋構造の組み立ては、梁形成用の梁部
が凹部をなす二階の床形成用の型枠9上で、下梁筋受さ
ん木、馬を用いて行なわれる。組み立ての終った梁の鉄
筋構造は馬を取り除き型枠9の凹部に落し込む。次に、
型枠9の凹部にコンクリートを打設して梁の鉄筋コンク
リートが構築される。これより上階も同様にして形成さ
れる。Then, the reinforcing bar structure of the beam is assembled on the formwork 9 for forming the floor on the second floor in which the beam portion for forming the beam is a concave portion by using the lower beam reinforcement receiving tree and the horse. After the assembly, the rebar structure of the beam is used to remove the horse and drop it into the recess of the formwork 9. next,
Concrete is poured into the concave portion of the formwork 9 to construct a reinforced concrete beam. Upper floors are similarly formed.
そして、このような梁の鉄筋構造を組み立てる場合に、
梁上筋3と柱筋2との結合部、梁下筋4と柱筋2との結
合部、梁上筋11と柱筋2との結合部、梁下筋12の中
央部等には、第6図に示すように、鉄筋構造を補強する
ため、梁上筋3、梁下筋4、梁上筋11、梁下筋12等
に平行に中吊筋17a,17b,18a,18b,19
a,19b,20が配設される場合があり、これらの中
吊筋は例えば梁下中吊筋20に見られるように、梁スタ
ラップ筋14aに結束線21で固定される。なお、例え
ば梁上筋11の下に設けられる梁上中吊筋19aの場合
には形状がC,S状の所謂C管、S管を用いて、梁上中
吊筋19aを梁上筋11から垂下させる場合もある。And when assembling such a beam rebar structure,
In the connecting portion between the beam girder 3 and the column bar 2, the connecting portion between the beam girder 4 and the column bar 2, the connecting part between the beam girder 11 and the column bar 2, the central part of the beam girder 12, and the like, As shown in FIG. 6, in order to reinforce the reinforcing bar structure, middle suspension bars 17a, 17b, 18a, 18b, 19 are arranged parallel to the upper beam 3, lower beam 4, upper beam 11, lower beam 12, etc.
a, 19b, and 20 may be arranged, and these middle suspension bars are fixed to the beam stirrup bars 14a with a binding wire 21 as seen in the beam lower middle suspension bars 20, for example. For example, in the case of the on-beam middle suspension bar 19a provided below the upper beam 11, a so-called C tube or S tube having a C or S shape is used to suspend the upper beam suspension bar 19a from the upper beam 11. There is also.
前述の如き、中吊筋の取り付けは結束線を用いてスタラ
ップ筋に一つ一つ結束する必要があり、梁上筋、梁下筋
等と中吊筋との間の間隔は法規に基づいて検査の対象と
なり、法規で定められた値になっていない場合には作業
のやりなおしを求められ、また、作業中に結束線が切断
する場合もあるため、中吊筋の取り付け作業は人手と時
間を必要とする作業であった。As mentioned above, it is necessary to attach the suspending muscles to the stirrup reinforcing muscles one by one using the binding wires, and the distance between the upper beam, the lower beam, etc. and the middle suspending muscle is based on the law. If the value is subject to inspection and it does not reach the value specified by law, it will be necessary to redo the work.Because the binding wires may be cut during the work, the work of installing the suspending bar requires time and labor. Was a work that required.
なおこの中吊筋の取り付け作業の内、梁上筋に取り付け
られる中吊筋については、前述の如くS管又はC管を用
い、梁上筋から中吊筋を垂下保持させる方法も用いら
れ、このS管、C管を用いる場合には梁上筋と中吊筋と
の間隔を法規で定められた値とすることができるが、中
吊筋の脱落をさけるため、結束線で固定する作業を併用
している。In addition, in the installation work of the middle suspension bar, for the middle suspension bar to be attached to the upper beam, the S pipe or the C pipe is used as described above, and the method of holding the middle suspension line from the upper beam is also used. When using these S pipes and C pipes, the distance between the upper beam and the middle suspension can be set to a value specified by law, but in order to prevent the middle suspension from falling off, work to secure it with a binding wire Are used together.
しかし、梁下筋から所定間隔上の位置に取り付けられる
中吊筋には、このS管又はC管を用いることもできない
ため、依然としてスタラップ筋に結束線を用いる固定す
る方法で取り付けを行っているため、中吊筋の取り付け
作業の問題点は解決に致っていない。However, since it is not possible to use this S pipe or C pipe for the suspending bar that is attached at a predetermined interval from the under beam muscle, the attachment method is still performed by using the binding wire for the stirrup muscle. Therefore, the problem of the attachment work of the middle suspension bar has not been solved.
本発明は、このような問題点を除去し、コンクリート工
法における鉄筋構造の組み立ての際の、例えば、中吊筋
の取り付けを容易かつ精度良く実施可能な鉄筋固定具を
提供可能とすることを目的とするものである。An object of the present invention is to eliminate such problems and to provide a reinforcing bar fixing tool capable of easily and accurately mounting a suspension bar when assembling a reinforcing bar structure in a concrete construction method, for example. It is what
前述のような目的を達成するためになされた本発明の構
成は、両端に設けられ鉄筋コンクリート用の鉄筋に弾性
的に係合する開口部を有し該鉄筋に係合する空間を有す
る係合部と、該二つの係合部を所定間隔に保持する固定
部と、該固定部から前記二つの係合部を結ぶ方向と直角
又はほぼ直角な方向に突出し先端が鉤状をなし前記係合
部に係合する前記鉄筋と直角をなす他の鉄筋に係止する
鉄筋係止部とよりなり、前記鉄筋の組み立て時に隣接す
る二本の前記鉄筋を所定の間隔に保持すると同時に該二
本の前記鉄筋と直角をなす前記他の鉄筋に係止するため
に使用する固定具であることを特徴とするものである。The structure of the present invention made in order to achieve the above-mentioned object is an engaging portion having openings that are provided at both ends and that elastically engage with the reinforcing bars for reinforced concrete, and that has a space that engages with the reinforcing bars. A fixing part for holding the two engaging parts at a predetermined interval, and a protruding part projecting in a direction perpendicular or substantially perpendicular to a direction connecting the two engaging parts from the fixing part and having a hook-like tip. Consisting of a reinforcing bar locking portion that locks to another reinforcing bar that is perpendicular to the reinforcing bar that is engaged with, and holds two of the adjacent reinforcing bars at a predetermined interval during assembly of the reinforcing bars and at the same time It is a fixture used for locking to the other reinforcing bar which is perpendicular to the reinforcing bar.
本発明の鉄筋固定具は、前述の如く、係合部と固定部と
鉄筋係止部とを有しているが、それぞれの作用は次の如
くである。As described above, the reinforcing bar fixing device of the present invention has the engaging part, the fixing part, and the reinforcing bar locking part, and the operation of each is as follows.
係合部は、鉄筋に弾性的に係合する開口部を有してお
り、かつ鉄筋係合用の空間を有しているため、鉄筋に開
口部を当て押圧すれば、鉄筋は鉄筋係合用の空間内に侵
入し、開口部は弾力によって元に戻るので、鉄筋を空間
内に確実に保持することができ、この作業は簡単、容
易、短時間で実施できる。The engaging portion has an opening that elastically engages the reinforcing bar, and has a space for engaging the reinforcing bar, so if the opening is pressed against the reinforcing bar, the reinforcing bar will be used for engaging the reinforcing bar. Since it penetrates into the space and the opening returns to its original position due to elasticity, the reinforcing bar can be reliably held in the space, and this work can be performed easily, easily, and in a short time.
固定部は、二つの係合部を所定間隔に保持しているた
め、例えば梁上筋と梁上中吊筋との間に用いた場合、梁
上筋と梁上中吊との間隔を精確に所定間隔とすることが
できる。Since the fixing portion holds the two engaging portions at a predetermined interval, for example, when used between the beam upper beam and the beam upper suspension, the distance between the beam upper beam and the beam upper suspension is accurately set to the predetermined interval. can do.
鉄筋係止部は、固定部から開口部の軸方向とほぼ直角な
方向に突出し先端が鉤状をなしているため、例えば、梁
下筋と梁下中吊筋とを係合部の空間内に把持させる場
合、この鉄筋固定具をスタラップ筋に隣接する部分に取
り付ければ、この鉄筋係止部の鉤状の先端をスタラップ
筋に係止することによって、梁下中吊筋が梁下筋の周り
に回転するのを防ぎ、梁下中吊筋を確実に固定すること
ができる。The reinforcing bar locking part projects from the fixing part in a direction substantially perpendicular to the axial direction of the opening and has a hook-shaped tip, so that, for example, the under beam beam and the under beam suspension beam are engaged in the space of the engaging part. If the rebar fixing tool is attached to a portion adjacent to the stirrup bar, the hooked tip of this rebar locking part is locked to the stirrup bar, so that It is possible to prevent rotation around and securely fix the under-beam suspension bar.
以下、実施例について説明する。 Examples will be described below.
第1図(a)及び(b)は本発明の鉄筋固定具の一実施例のそ
れぞれ正面図及び側面図、第2図はその使用状態を示す
鉄筋の骨組構造の断面図、第3図は第2図のA−A断面
図、第4図は他の使用状態を示す鉄筋の骨組構造の要部
の断面図である。これらの図で第6図と同一部分には同
一符号が付してあり、22は鉄筋固定具、23a及び2
3bはそれぞれ鉄筋に弾性的に係合する開口部24a,
24bを有し、鉄筋係合用の空間を有する係合部、25
は係合部23a及び23bを所定間隔に保持する固定
部、26は固定部25から開口部24a,24bの軸方
向とほぼ直角な方向に突出し先端が鉤状をなす鉄筋係止
部、27は鉄筋、28は柱の寄せ筋を示している。FIGS. 1 (a) and 1 (b) are a front view and a side view, respectively, of an embodiment of a reinforcing bar fixing device of the present invention, FIG. 2 is a sectional view of a frame structure of a reinforcing bar showing its use state, and FIG. FIG. 2 is a cross-sectional view taken along the line AA of FIG. 2, and FIG. 4 is a cross-sectional view of a main part of the frame structure of the reinforcing bar showing another usage state. In these figures, the same parts as those in FIG. 6 are designated by the same reference numerals, and 22 is a reinforcing bar fixture, 23a and 2
3b are openings 24a, which elastically engage the reinforcing bars,
24b, an engaging portion having a space for engaging the reinforcing bar, 25
Is a fixing portion that holds the engaging portions 23a and 23b at a predetermined interval, 26 is a reinforcing bar engaging portion that protrudes from the fixing portion 25 in a direction substantially perpendicular to the axial direction of the openings 24a and 24b, and has a hooked tip. Reinforcing bars, and 28, are column rebars.
この鉄筋固定具22は、例えば、6ナイロンの如きプラ
スチックでつくられ、固定部の長さは使用される鉄筋の
直径(16〜32mm)の1.7倍になっており、係合部の
鉄筋の軸方向の長さは例えば約1〜1.5cmである。This rebar fixing tool 22 is made of a plastic such as 6 nylon, and the length of the fixing part is 1.7 times the diameter (16 to 32 mm) of the rebar to be used. The length in the direction is, for example, about 1 to 1.5 cm.
この鉄筋固定具22を用いて鉄筋の骨組構造を組み立て
る場合には、従来の技術で述べたようにしてそれぞれの
階で骨組構造が大凡組み立てられた段階において、中吊
筋の取り付けられる梁上筋、梁下筋のストラップ筋に隣
接している梁上筋、梁下筋に鉄筋固定具22の一方の係
合部23aの開口部24aを押し当て、押圧して、鉄筋
27を鉄筋係合用の空間内に保持させる。それと同時に
固定部25から突出している鉄筋係止部26の鉤状の先
端をスタラップ筋に係合させる。次に梁上筋、例えば、
梁上筋11に梁上中吊筋19aを取り付ける場合には、
梁上中吊筋19aを下から他の係合部23bの開口部2
4bに押圧して、鉄筋係合部23bの空間に梁上中吊筋
19aを保持させる。また、梁下筋、例えば、梁下筋1
2に取り付ける場合には、他の係合部23bの開口部2
4bを上にして取り付けられている係合部23bの開口
部24bに梁下中吊筋20を押圧して取り付けられる。
第2図には梁上筋3、梁下筋4、梁上筋11、梁下筋1
2にそれぞれ中吊筋17a,17b,18a,18b,
19a,19b,20を取り付ける場合と、隣接する柱
筋2に用いた場合が示してあり、第3図は第2図のA−
A断面が詳細に示してある。また、第4図に断面を示す
ように柱寄せ筋にも用いることができる。なおこの際二
方向に鉄筋固定具を用いたい場合には、段ごとに交互に
用いれば所期の目的を達成することができる。When assembling a frame structure of a reinforcing bar using this reinforcing bar fixture 22, at the stage where the frame structure is roughly assembled on each floor as described in the prior art, the above-beam beam to which the middle suspension bar is attached is attached. , The opening 24a of one engaging portion 23a of the reinforcing bar fixture 22 is pressed against the upper beam and the lower beam that are adjacent to the straps of the under beam, and the reinforcing bar 27 is used for engaging the reinforcing bar. Hold in space. At the same time, the hook-shaped tip of the reinforcing bar engaging portion 26 protruding from the fixed portion 25 is engaged with the stirrup. Next, the above beam, for example,
When attaching the beam suspension rod 19a to the beam beam 11,
The upper suspension beam 19a on the beam is opened from below to the opening 2 of the other engaging portion 23b.
4b is pressed to hold the beam suspension rod 19a in the space of the reinforcing bar engaging portion 23b. In addition, the sub-beam, for example, the sub-beam 1
When it is attached to the second engaging portion 23, the opening 2
4B is attached to the opening 24b of the engaging portion 23b which is attached upward, and the under beam suspension beam 20 is attached by pressing.
In FIG. 2, the upper beam 3, lower beam 4, upper beam 11, lower beam 1
2 to the middle suspension lines 17a, 17b, 18a, 18b,
19a, 19b and 20 are attached and a case where they are used for the adjacent column bar 2 is shown. FIG. 3 shows A- of FIG.
Section A is shown in detail. Further, as shown in the cross section of FIG. At this time, if it is desired to use the reinforcing bar fixtures in two directions, the intended purpose can be achieved by using them alternately for each step.
第5図は他の実施例の正面図で、第1図と同一部分には
同一の符号が付してあり、23cは係合部、24cは係
合部23cの開口部を示している。この実施例が第1図
の実施例と異なるところは、係合部23cの開口部24
cの開口方向が係合部23aの開口部24aの開口方向
と直角になっている点で、例えば係合部24aで梁上筋
に固定されている鉄筋固定具22の係合部23cに中吊
筋を固定する作業をさらに容易にすることができる。FIG. 5 is a front view of another embodiment, in which the same parts as those in FIG. 1 are designated by the same reference numerals, 23c is an engaging portion, and 24c is an opening portion of the engaging portion 23c. This embodiment differs from the embodiment of FIG. 1 in that the opening 24 of the engaging portion 23c is
Since the opening direction of c is perpendicular to the opening direction of the opening 24a of the engaging portion 23a, for example, in the engaging portion 23c of the reinforcing bar fixture 22 fixed to the upper beam of the beam at the engaging portion 24a. The work of fixing the hanging bar can be further facilitated.
以上の如く、これら実施例の鉄筋固定具を用いる場合に
は、結線作業を必要とせず作業は簡単、容易、短時間に
実施することができる。また、鉄筋の保持は確実で簡単
にははずれず、従来の結束線切れのような事故は発生し
ない。そして、この鉄筋固定具は、固定部によって鉄筋
間の距離を所定の値にすることができるので、常に法規
を満足する作業を行なうことができるので、作業のやり
なおしを生ずることはない。As described above, when the reinforcing bar fixtures of these examples are used, the work can be carried out easily, easily, and in a short time without the need for wiring work. Further, the holding of the reinforcing bar is reliable and does not easily come off, and the accident such as the conventional tie breakage does not occur. Further, in this reinforcing bar fixing tool, since the distance between the reinforcing bars can be set to a predetermined value by the fixing part, the work satisfying the regulation can always be performed, and therefore the work does not need to be redone.
また、S管、C管も用いることができず、作業がやり難
い梁下筋の中吊筋の取付け作業も梁上筋の中吊筋の作業
と同様に実施することができる。Further, since the S pipe and the C pipe cannot be used, it is possible to carry out the work of attaching the suspending bar of the inferior beam which is difficult to perform similarly to the work of the suspending bar of the beam above the beam.
すなわち、ワンタッチで仕様書通りの作業を実施するこ
とができ、作業工程の大幅の短縮も可能である。That is, the work according to the specifications can be performed with one touch, and the work process can be significantly shortened.
本発明の鉄筋固定具は、コンクリート工法における鉄筋
構造の組み立ての際の、例えば中吊筋の取り付けを容易
かつ精度良く実施可能な鉄筋固定具を提供可能とするも
ので、産業上の効果の大なるものである。INDUSTRIAL APPLICABILITY The reinforcing bar fixing device of the present invention can provide a reinforcing bar fixing device that can easily and accurately attach, for example, a suspension bar when assembling a reinforcing bar structure in a concrete construction method, and has a large industrial effect. It will be.
第1図(a)及び(b)はそれぞれ本発明の鉄筋固定具の一実
施例の正面図及び側面図、第2図はその使用状態を示す
鉄筋の骨組構造の断面図、第3図は第2図のA−A断面
図、第4図は他の使用状態を示す鉄筋の骨組構造の要部
の断面図、第5図は本発明の他の実施例の正面図、第6
図は従来の鉄筋の骨組構造の説明図である。 22……鉄筋固定具、23a,23b……係合部、24
a,24b……開口部、25……固定部、26……鉄筋
係止部。1 (a) and 1 (b) are a front view and a side view, respectively, of an embodiment of a reinforcing bar fixing device of the present invention, FIG. 2 is a cross-sectional view of a frame structure of the reinforcing bar showing its use state, and FIG. 2 is a sectional view taken along the line A-A in FIG. 4, FIG. 4 is a sectional view of a main part of the frame structure of the reinforcing bar showing another usage state, and FIG. 5 is a front view of another embodiment of the present invention.
The figure is an explanatory view of a conventional frame structure of a reinforcing bar. 22 ... Reinforcing bar fixing tool, 23a, 23b ... Engaging portion, 24
a, 24b ... Opening part, 25 ... fixing part, 26 ... reinforcing bar locking part.
Claims (3)
に弾性的に係合する開口部を有し該鉄筋に係合する空間
を有する係合部と、該二つの係合部を所定間隔に保持す
る固定部と、該固定部から前記二つの係合部を結ぶ方向
と直角又はほぼ直角な方向に突出し先端が鉤状をなし前
記係合部に係合する前記鉄筋と直角をなす他の鉄筋に係
止する鉄筋係止部とよりなり、前記鉄筋の組み立て時に
隣接する二本の前記鉄筋を所定の間隔に保持すると同時
に該二本の前記鉄筋と直角をなす前記他の鉄筋に係止す
るために使用する固定具であることを特徴とする鉄筋固
定具。1. An engaging portion having opening portions provided at both ends for elastically engaging a reinforcing bar for reinforced concrete and having a space for engaging with the reinforcing bar; and holding the two engaging sections at a predetermined interval. Fixing portion and another reinforcing bar projecting in a direction perpendicular or substantially perpendicular to the direction connecting the two engaging parts from the fixing part and having a hook-like tip and engaging the engaging part at a right angle. A reinforcing bar locking portion that locks the two reinforcing bars adjacent to each other at a predetermined interval when assembling the reinforcing bars, and at the same time, locks the other reinforcing bars forming a right angle with the two reinforcing bars. A rebar fixing device characterized by being a fixing device used for.
筋又は梁下筋と中吊り筋であり、前記係合部に係合する
前記鉄筋と直角をなす他の鉄筋がスタラップ筋である特
許請求の範囲第1項記載の鉄筋固定具。2. Reinforcing bars that engage with the two engaging portions are a beam upper beam or a beam lower beam and a suspending bar, and another reinforcing bar that is perpendicular to the reinforcing bar engaging the engaging portion is The reinforcing bar fixing tool according to claim 1, which is a stirrup bar.
と寄せ筋であり、前記係合部に係合する前記鉄筋と直角
をなす他の鉄筋がフープ筋である特許請求の範囲第1項
記載の鉄筋固定具。3. Reinforcing bars that engage with the two engaging portions are column reinforcing bars and rebars, and other reinforcing bars that form a right angle with the reinforcing bars engaging with the engaging portions are hoop reinforcing bars. Reinforcing bar fixing tool according to claim 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61062822A JPH0612030B2 (en) | 1986-03-20 | 1986-03-20 | Rebar fixing tool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61062822A JPH0612030B2 (en) | 1986-03-20 | 1986-03-20 | Rebar fixing tool |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62220638A JPS62220638A (en) | 1987-09-28 |
| JPH0612030B2 true JPH0612030B2 (en) | 1994-02-16 |
Family
ID=13211407
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61062822A Expired - Lifetime JPH0612030B2 (en) | 1986-03-20 | 1986-03-20 | Rebar fixing tool |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0612030B2 (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5150332Y2 (en) * | 1971-08-06 | 1976-12-03 | ||
| JPS60115759A (en) * | 1983-11-29 | 1985-06-22 | 日本シンポレツクス工業株式会社 | Spacer for iron skeletal |
-
1986
- 1986-03-20 JP JP61062822A patent/JPH0612030B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62220638A (en) | 1987-09-28 |
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