JPH11256766A - Reinforcement connecting device - Google Patents
Reinforcement connecting deviceInfo
- Publication number
- JPH11256766A JPH11256766A JP6289398A JP6289398A JPH11256766A JP H11256766 A JPH11256766 A JP H11256766A JP 6289398 A JP6289398 A JP 6289398A JP 6289398 A JP6289398 A JP 6289398A JP H11256766 A JPH11256766 A JP H11256766A
- Authority
- JP
- Japan
- Prior art keywords
- hole
- reinforcing bar
- rebar
- diameter
- enlarged
- 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.)
- Pending
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、鉄筋の端部を互
いに結合するために用いる接続装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting device for connecting ends of reinforcing bars to each other.
【0002】[0002]
【従来の技術】図9(A)、(B)は、鉄筋の使用分野
の一例として、建物の梁鉄筋の構造を示し、梁上ば主筋
2と梁下ば主筋3との外周にスターラップ筋4を長さ方
向に一定の間隔で巻着し、梁1の大きさによっては、こ
れらに腹筋や幅止め筋が組み合わせ使用され、梁上ば主
筋2と梁下ば主筋3の端部は、下法に折り曲げたアンカ
ー部分6になっている。9A and 9B show a structure of a beam reinforcing bar of a building as an example of a field of use of a reinforcing bar. A stirrup is provided on the outer periphery of a main reinforcing bar 2 above a beam and a main reinforcing bar 3 below a beam. The streaks 4 are wound at regular intervals in the length direction, and depending on the size of the beam 1, an abdominal muscle or a width stop bar is used in combination with them, and the ends of the main bar 2 above the beam and the main bar 3 below the beam are And an anchor portion 6 bent downward.
【0003】[0003]
【発明が解決しようとする課題】ところで、従来の梁鉄
筋におけるスターラップ筋4は、予め枠状に折り曲げ加
工したものを用いているため、梁上ば主筋2と梁下ば主
筋3との外周への配置の取扱いが面倒となり、梁鉄筋の
現場での組立て作業に手間がかかると共に、大きな梁の
場合は、更に取扱いが困難になるという問題がある。By the way, since the stirrup bar 4 in the conventional beam reinforcing bar is formed by bending in advance into a frame shape, the outer periphery of the main bar 2 above the beam and the main bar 3 below the beam is used. However, there is a problem that the handling of the arrangement of the beam rebar becomes troublesome, the assembling work of the beam reinforcing bar on the site is troublesome, and in the case of a large beam, the handling becomes more difficult.
【0004】そこで、この発明の課題は、鉄筋の接続が
現場において簡単に行え、建物の各部に用いる鉄筋の組
立作業の省力可と能率向上が図れる鉄筋の接続装置を提
供することにある。SUMMARY OF THE INVENTION It is an object of the present invention to provide a rebar connecting device which can easily connect rebars on site, and can save labor and improve efficiency of rebar assembling work used in each part of a building.
【0005】[0005]
【課題を解決するための手段】上記のような課題を解決
するため、請求項1の発明は、接続金具の対向壁にダル
マ孔を設け、この接続金具を介して互いに接続せんとす
る鉄筋の端部に、ダルマ孔の大径部を通過し小径部に対
して抜け止め状に係合する拡径頭部を設け、鉄筋の端部
拡径頭部をダルマ孔に抜け止め状に係合することによ
り、上記接続金具を介して鉄筋を接続する構成を採用し
たものである。In order to solve the above-mentioned problems, a first aspect of the present invention is to provide a darma hole in an opposing wall of a connection fitting, and to provide a reinforcing rod which is connected to each other through the connection fitting. A large-diameter head that passes through the large-diameter portion of the Dharma hole and engages with the small-diameter portion in a retaining shape at the end is provided, and the enlarged-diameter head portion of the reinforcing bar is engaged with the Dharma hole in a retaining shape. By doing so, a configuration in which the rebar is connected via the connection fitting is adopted.
【0006】請求項2の発明は、対向壁に透孔を設けた
接続金具と、この接続金具を介して互いに接続せんとす
る鉄筋と、接続金具と鉄筋を抜け止め状に結合する結合
部材とからなり、結合部材に大径部が透孔に適合するダ
ルマ孔を設け、鉄筋の端部に、ダルマ孔の大径部を通過
し小径部に対して抜け止め状に係合する拡径頭部を設
け、鉄筋の端部拡径頭部を、接続金具の透孔とダルマ孔
の大径部に挿通した状態で、結合部材を移動させて小径
部を鉄筋の拡径頭部へ抜け止め状に係合することによ
り、上記接続金具を介して鉄筋を接続する構成を採用し
たものである。According to a second aspect of the present invention, there is provided a connecting member provided with a through hole in the opposing wall, a reinforcing bar connected to each other through the connecting member, and a connecting member for connecting the connecting member and the reinforcing bar in a retaining shape. A large diameter head is provided on the coupling member, the large diameter part of which is adapted to the through hole, and the end of the reinforcing bar passes through the large diameter part of the daruma hole and engages with the small diameter part in a retaining shape in a retaining manner. In the state where the enlarged diameter head of the reinforcing bar is inserted through the through hole of the connection fitting and the large diameter portion of the daruma hole, the connecting member is moved to prevent the small diameter portion from falling out to the enlarged head of the reinforcing bar. This configuration adopts a configuration in which the reinforcing bars are connected via the connection fittings by engaging in a shape.
【0007】請求項3の発明は、可曲性接続金具が、両
端に鉄筋を接続するための二つの接続部からなり、この
接続部にダルマ孔を設け、該接続金具を介して互いに接
続せんとする鉄筋の端部に、ダルマ孔の大径部を通過し
小径部に対して抜け止め状に係合する拡径頭部を設け、
鉄筋の端部拡径頭部をダルマ孔に抜け止め状に係合する
ことにより、上記接続金具を介して鉄筋を接続する構成
を採用したものである。According to a third aspect of the present invention, the bendable connecting member comprises two connecting portions for connecting a reinforcing bar at both ends, a darma hole is provided in the connecting portion, and the connecting portions are not connected to each other via the connecting member. At the end of the reinforcing bar, a large-diameter head that passes through the large-diameter portion of the dharma hole and engages with the small-diameter portion in a retaining shape is provided.
A configuration is employed in which the reinforcing bar is connected via the connection fitting by engaging the enlarged-diameter head of the reinforcing bar with the daruma hole in a retaining shape.
【0008】請求項4の発明は、両端に鉄筋を接続する
ための二つの接続部を有し、この接続部に透孔を設けた
可曲性接続金具と、この接続金具を介して互いに接続せ
んとする鉄筋と、接続金具と鉄筋を抜け止め状に結合す
る結合部材とからなり、結合部材に大径部が透孔に適合
するダルマ孔を設け、鉄筋の端部に、ダルマ孔の大径部
を通過し小径部に対して抜け止め状に係合する拡径頭部
を設け、鉄筋の端部拡径頭部を、接続金具の透孔とダル
マ孔の大径部に挿通した状態で、結合部材を移動させて
小径部を鉄筋の拡径頭部へ抜け止め状に係合することに
より、上記接続金具を介して鉄筋を接続する構成を採用
したものである。According to a fourth aspect of the present invention, a bending connection fitting having two connection portions for connecting a reinforcing bar at both ends thereof and having a through hole in the connection portion is connected to each other via the connection fitting. It consists of a reinforcing bar to be connected, and a connecting member for connecting the connecting metal and the reinforcing bar in a retaining shape. The connecting member is provided with a darma hole having a large-diameter portion adapted to the through hole. A state in which an enlarged head that passes through the diameter part and engages with the small diameter part in a retaining shape is provided, and the end enlarged diameter head of the reinforcing bar is inserted through the through hole of the connection fitting and the large diameter part of the daruma hole. Then, a configuration is adopted in which the connecting member is moved to engage the small diameter portion with the enlarged head portion of the reinforcing bar in a retaining shape, thereby connecting the reinforcing bar via the connection fitting.
【0009】[0009]
【発明の実施の形態】以下、この発明の実施の形態を図
示例と共に説明する。Embodiments of the present invention will be described below with reference to the drawings.
【0010】図1乃至図3に示す接続装置の第1の実施
の形態は、断面コ字状となる接続金具11の対向壁12
にそれぞれダルマ孔13を設け、この接続金具11を介
して互いに接続せんとする鉄筋Aの端部に、ダルマ孔1
3の大径部13aを通過し、小径部13bに対して抜け
止め状に係合する拡径頭部14を設け、鉄筋Aの端部拡
径頭部14をダルマ孔13に抜け止め状に係合すること
により、上記接続金具11を介して鉄筋Aを接続するよ
うにしたものである。A first embodiment of the connection device shown in FIGS. 1 to 3 is a cross section of a connection fitting 11 having a U-shaped cross section.
Are provided at the ends of the reinforcing bars A to be connected to each other via the connection fittings 11, respectively.
3 is provided with a large-diameter head 14 that passes through the large-diameter portion 13a and engages with the small-diameter portion 13b in a retaining shape. By engaging, the reinforcing bar A is connected via the connection fitting 11.
【0011】上記接続装置で接続する鉄筋Aは、梁鉄筋
におけるスターラップ筋やスパイラルフープ筋4であ
り、図示の場合、スターラップ筋4は上下二分割したコ
字状とし、梁上ば主筋2と梁下ば主筋3に外嵌した状態
で、上下スターラップ筋4の端部を接続金具11を介し
て互いに接続するようになっており、スターラップ筋4
の上下二分割化により、現場での梁鉄筋の組立が能率よ
く行えることになる。The reinforcing bars A connected by the connection device are stirrup bars and spiral hoop bars 4 of the beam reinforcing bars. The upper and lower stirrup bars 4 are connected to each other via a connection fitting 11 in a state where the stirrup bars 4 are fitted to the main bars 3 under the beams.
By dividing the upper and lower parts into two parts, it is possible to efficiently assemble the beam reinforcing bar on site.
【0012】また、上下スターラップ筋4の端部に設け
る拡径頭部14は、鉄筋Aの端部を加圧して拡径させれ
ばよく、予め向上で加工しても、現場で加工してもよ
い。The enlarged head 14 provided at the ends of the upper and lower stirrup bars 4 may be expanded by pressurizing the end of the reinforcing bar A. You may.
【0013】図3は、上記接続金具11の異なった例を
示し、図3(A)は、断面コ字状となる接続金具11の
対向壁を互いに内側へ屈曲させ、耐引っ張り強度を向上
させたものである。FIG. 3 shows a different example of the connection fitting 11, and FIG. 3 (A) shows that the opposed walls of the connection fitting 11 having a U-shaped cross section are bent inwardly to improve the tensile strength. It is a thing.
【0014】図3(B)の接続金具11は、角パイプを
用い、一組の対向壁にそれぞれダルマ孔13を設け、耐
引っ張り強度を向上させたものである。The connection fitting 11 shown in FIG. 3B uses a square pipe and is provided with daruma holes 13 in a pair of opposing walls to improve the tensile strength.
【0015】第1の実施の形態の接続装置は上記のよう
な構成であり、上下スターラップ筋の端部を接続するに
は、図2(A)に示すように、スターラップ筋の端部に
設けた拡径頭部14を接続金具11のダルマ孔13の大
径部13aに挿入し、接続金具11を移動させて小径部
13bをスターラップ筋に嵌合させれば、拡径頭部14
が小径部13bに対して抜け止め状に係合し、図1
(A)、(B)のように上下スターラップ筋4を接続す
ることができる。The connecting device according to the first embodiment has the above-described configuration. To connect the ends of the upper and lower stirrup streaks, as shown in FIG. Is inserted into the large-diameter portion 13a of the Dharma hole 13 of the connection fitting 11, and the connection fitting 11 is moved to fit the small-diameter portion 13b to the stirrup streak. 14
Are engaged with the small diameter portion 13b in a retaining shape, and FIG.
The upper and lower stirrup streaks 4 can be connected as shown in FIGS.
【0016】図4に示す接続装置の第2の実施の形態
は、対向壁12に透孔15を設けた接続金具11と、接
続金具11と鉄筋Aを抜け止め状に結合する結合部材1
6とを用い、結合部材16に大径部13aが透孔15に
適合するダルマ孔13を設け、鉄筋Aの端部に、ダルマ
孔13の大径部13aを通過し、小径部13bに対して
抜け止め状に係合する拡径頭部14を設け、鉄筋Aの端
部拡径頭部14を、接続金具11の透孔15とダルマ孔
13の大径部13aに挿通した状態で、結合部材16を
移動させて小径部13bを鉄筋Aの拡径頭部14へ抜け
止め状に係合することにより、上記接続金具11を介し
て鉄筋Aを接続するようにしたものである。なお、接続
金具11は、第1の実施の形態と同様の形状を採用する
ことができる。A second embodiment of the connecting device shown in FIG. 4 is a connecting member 11 having a through hole 15 formed in an opposing wall 12, and a connecting member 1 for connecting the connecting member 11 and a reinforcing bar A in a retaining shape.
6, the connecting member 16 is provided with a darma hole 13 in which the large-diameter portion 13a conforms to the through-hole 15. At the end of the reinforcing bar A, the large-diameter hole 13a passes through the large-diameter portion 13a. In a state in which the enlarged diameter head 14 that engages in a retaining shape is provided, and the end enlarged diameter head 14 of the reinforcing bar A is inserted through the through hole 15 of the connection fitting 11 and the large diameter portion 13 a of the darma hole 13, The rebar A is connected via the connection fitting 11 by moving the coupling member 16 to engage the small-diameter portion 13b with the enlarged-diameter head 14 of the rebar A in a retaining shape. Note that the connection fitting 11 can adopt the same shape as that of the first embodiment.
【0017】この第2の実施の形態において、上下スタ
ーラップ筋の端部を接続するには、図4(A)に示すよ
うに、スターラップ筋の端部に設けた拡径頭部14を接
続金具11の透孔15に挿通したのち、接続金具11の
裏面側において、スターラップ筋の拡径頭部14に結合
部材16のダルマ孔13の大径部13aを挿通し、この
状態で結合部材16を移動させて小径部13bをスター
ラップ筋に嵌合させれば、拡径頭部14が小径部13b
に対して抜け止め状に係合し、結合部材16を介してス
ターラップ筋の端部が接続金具11に固定化され、上下
スターラップ筋の接続が行える。In the second embodiment, to connect the ends of the upper and lower stirrup streaks, as shown in FIG. 4A, the enlarged head 14 provided at the end of the stirrup streaks is used. After being inserted through the through hole 15 of the connection fitting 11, on the back side of the connection fitting 11, the large-diameter portion 13a of the darma hole 13 of the connection member 16 is inserted into the enlarged head 14 of the stirrup streak, and connected in this state. If the small diameter portion 13b is fitted to the stirrup streak by moving the member 16, the enlarged diameter head 14 becomes
, And the ends of the stirrup streaks are fixed to the connection fittings 11 via the connecting members 16 so that the upper and lower stirrup streaks can be connected.
【0018】図5と図6に示す接続装置の第3の実施の
形態は、スターラップ筋を直線状に切断した鉄筋の組み
合わせによって形成し、この鉄筋を接続するためのもの
であり、鉄筋やワイヤー等の可曲性接続金具11aが、
両端に鉄筋を接続するための偏平な二つの接続部17を
有し、この接続部17にダルマ孔13を設け、該接続金
具11aを介して互いに接続せんとする鉄筋Aの端部
に、ダルマ孔13の大径部13aを通過し、小径部13
bに対して抜け止め状に係合する拡径頭部14を設け、
鉄筋Aの端部拡径頭部14をダルマ孔13に抜け止め状
に係合することにより、上記接続金具11aを介して鉄
筋Aを接続するようにしたものである。A third embodiment of the connecting device shown in FIGS. 5 and 6 is to form a stirrup bar by a combination of linearly cut bars, and to connect the bars. The flexible connection fitting 11a such as a wire
At both ends, two flat connecting portions 17 for connecting reinforcing bars are provided, and the connecting portions 17 are provided with daruma holes 13. After passing through the large diameter portion 13a of the hole 13, the small diameter portion 13a
b, provided with an enlarged diameter head 14 that engages in a retaining shape,
The enlarged diameter head 14 of the reinforcing bar A is engaged with the darma hole 13 in a retaining shape so that the reinforcing bar A is connected via the connection fitting 11a.
【0019】この第3の実施の形態において、鉄筋Aを
接続するには、梁鉄筋のコーナにおける梁上ば主筋2又
は梁下ば主筋4に可曲性接続金具11aを巻き付け、接
続金具11aの両端における接続部17のダルマ孔13
に、前記第1の実施の形態と同様の手段で鉄筋Aを接続
し、スターラップ筋を形成する。In the third embodiment, in order to connect the reinforcing bar A, a bendable connecting fitting 11a is wound around the upper main bar 2 or the lower main bar 4 at the corner of the beam reinforcing bar. Dharma hole 13 of connection part 17 at both ends
Then, the rebar A is connected by the same means as in the first embodiment to form a stirrup bar.
【0020】なお、図6(A)は、接続部17を二枚重
ねにして一本の鉄筋Aを接続し、図6(B)は、接続部
17のそれぞれに鉄筋Aを接続した例を示している。FIG. 6A shows an example in which two connecting portions 17 are overlapped and one reinforcing bar A is connected, and FIG. 6B shows an example in which the reinforcing bar A is connected to each of the connecting portions 17. I have.
【0021】図7と図8に示す接続装置の第4の実施の
形態は、上記第3の実施の形態の変形であり、接続部1
7に透孔15設け、結合部材16に大径部13aが透孔
15に適合するダルマ孔13を設け、前記した第2の実
施の形態と同様の方法で、結合部材16を用いて第3の
実施の形態と同じように、接続金具11接続金具11a
の両端に鉄筋Aを接続し、スターラップ筋を形成するも
のである。The fourth embodiment of the connection device shown in FIGS. 7 and 8 is a modification of the third embodiment,
7 is provided with a through hole 15 and a coupling member 16 is provided with a darma hole 13 whose large-diameter portion 13a conforms to the through hole 15, and the third member is formed using the coupling member 16 in the same manner as in the second embodiment. Connection fitting 11 connection fitting 11a
Are connected to both ends of the steel bar to form a stirrup bar.
【0022】なお、上記した第3の実施の形態におい
て、接続部17に設けるダルマ孔13の大径部13aと
小径部13bの配置は図5と逆にしてもよい。In the third embodiment, the arrangement of the large-diameter portion 13a and the small-diameter portion 13b of the dharma hole 13 provided in the connection portion 17 may be reversed from that in FIG.
【0023】また、各実施の形態において、ダルマ孔1
3に鉄筋Aを挿通した接続後に、大径部13a内を埋め
るように軸状部材や栓状の閉鎖部材を挿入して取り付け
たり、結合部材16を用いた実施の形態においては、大
径部13a内に軸状部材やボルトを挿通し、結合部材1
6を接続金具11や接続金具11aの接続部17に固定
化することにより、鉄筋Aと接続金具11、11aの接
続状態が離脱するのを防止するようにしてもよい。In each embodiment, the darma hole 1
In the embodiment using the connecting member 16 or a shaft-like member or a plug-like closing member to be inserted into the large-diameter portion 13a after the connection by inserting the reinforcing bar A into the large-diameter portion 13a, 13a, a shaft-like member or a bolt is inserted into the connection member 1a.
By fixing 6 to the connection fitting 11 or the connection portion 17 of the connection fitting 11a, the connection state of the reinforcing bar A and the connection fittings 11 and 11a may be prevented from being detached.
【0024】[0024]
【発明の効果】以上のように、この発明によると、接続
金具の対向壁又は、結合部材にダルマ孔を設け、この接
続金具を介して互いに接続せんとする鉄筋の端部に、ダ
ルマ孔の大径部を通過し、小径部に対して抜け止め状に
係合する拡径頭部を設け、鉄筋の端部拡径頭部をダルマ
孔に抜け止め状に係合することにより、上記接続金具を
介して鉄筋を接続するようにしたので、例えば、梁鉄筋
におけるスターラップ筋やスパイラルフープ筋のごとき
鉄筋の接続が現場において簡単に行え、建物の各部に用
いる鉄筋の組立作業の省力可と能率向上が図れる。As described above, according to the present invention, a dharma hole is provided in the opposing wall of the connection fitting or the connecting member, and the ends of the reinforcing bars which are to be connected to each other through the connection fitting are provided. The above-mentioned connection is provided by providing an enlarged-diameter head that passes through the large-diameter portion and engages with the small-diameter portion in a retaining shape, and the enlarged-diameter head portion of the reinforcing bar is engaged with the daruma hole in a retaining shape. Since the reinforcing bars are connected via metal fittings, for example, it is possible to easily connect reinforcing bars such as stirrup bars and spiral hoop bars in beam reinforcing bars on site, and it is possible to save labor for assembling reinforcing bars used in each part of the building. Efficiency can be improved.
【図1】(A)は接続装置の第1の実施の形態を示すス
ターラップ筋接続状態の正面図、(B)は同側面図FIG. 1A is a front view showing a first embodiment of a connecting device in a stirrup stirrup connection state, and FIG. 1B is a side view thereof.
【図2】(A)は接続装置の第1の実施の形態を示す分
解斜視図、(B)は同接続状態を示す斜視図FIG. 2A is an exploded perspective view showing a first embodiment of a connection device, and FIG. 2B is a perspective view showing the connection state.
【図3】(A)と(B)は接続金具の異なった例を示す
斜視図FIGS. 3A and 3B are perspective views showing different examples of connection fittings.
【図4】(A)は接続装置の第2の実施の形態を示す分
解斜視図、(B)は同接続状態を示す側面図FIG. 4A is an exploded perspective view showing a second embodiment of the connection device, and FIG. 4B is a side view showing the connection state.
【図5】接続装置の第3の実施の形態を示す斜視図FIG. 5 is a perspective view showing a third embodiment of the connection device.
【図6】(A)と(B)は同上の接続金具の異なった接
続状態を示す断面図FIGS. 6A and 6B are cross-sectional views showing different connection states of the above-mentioned connection fitting.
【図7】接続装置の第4の実施の形態を示す分解斜視図FIG. 7 is an exploded perspective view showing a fourth embodiment of the connection device.
【図8】(A)と(B)は同上の接続金具の異なった接
続状態を示す断面図FIGS. 8A and 8B are cross-sectional views showing different connection states of the connection fitting of the above.
【図9】(A)は梁鉄筋の構造を示す正面図、(B)は
同側面図9A is a front view showing the structure of a beam reinforcing bar, and FIG. 9B is a side view thereof.
11、11a 接続金具 13 ダルマ孔 14 拡径頭部 17 接続部 A 鉄筋 11, 11a Connection fitting 13 Dharma hole 14 Enlarged diameter head 17 Connection part A Reinforcing bar
Claims (4)
の接続金具を介して互いに接続せんとする鉄筋の端部
に、ダルマ孔の大径部を通過し小径部に対して抜け止め
状に係合する拡径頭部を設け、鉄筋の端部拡径頭部をダ
ルマ孔に抜け止め状に係合することにより、上記接続金
具を介して鉄筋を接続する鉄筋の接続装置。1. A darma hole is provided in an opposing wall of a connection fitting, and at ends of rebars to be connected to each other through the connection fitting, a retaining shape is formed for a small diameter portion passing through a large diameter portion of the daruma hole. A rebar connection device for connecting a rebar through the connection fitting by providing an enlarged-diameter head that engages with the rebar, and engaging the end-diameter enlarged head of the rebar in the darma hole in a retaining shape.
接続金具を介して互いに接続せんとする鉄筋と、接続金
具と鉄筋を抜け止め状に結合する結合部材とからなり、
結合部材に大径部が透孔に適合するダルマ孔を設け、鉄
筋の端部に、ダルマ孔の大径部を通過し小径部に対して
抜け止め状に係合する拡径頭部を設け、鉄筋の端部拡径
頭部を、接続金具の透孔とダルマ孔の大径部に挿通した
状態で、結合部材を移動させて小径部を鉄筋の拡径頭部
へ抜け止め状に係合することにより、上記接続金具を介
して鉄筋を接続する鉄筋の接続装置。2. A connecting member provided with a through hole in the opposing wall, a reinforcing bar connected to each other via the connecting member, and a connecting member for connecting the connecting member and the reinforcing bar in a retaining shape,
The connecting member is provided with a Dharma hole whose large diameter portion matches the through hole, and an enlarged diameter head is provided at the end of the reinforcing bar that passes through the large diameter portion of the Dharma hole and engages with the small diameter portion in a retaining shape. With the enlarged diameter head of the reinforcing bar inserted through the large diameter portion of the through hole and the darma hole of the connection fitting, the coupling member is moved to engage the small diameter portion with the enlarged diameter head of the reinforcing bar in a retaining shape. A rebar connection device for connecting rebars via the connection fittings by joining.
るための二つの接続部からなり、この接続部にダルマ孔
を設け、該接続金具を介して互いに接続せんとする鉄筋
の端部に、ダルマ孔の大径部を通過し小径部に対して抜
け止め状に係合する拡径頭部を設け、鉄筋の端部拡径頭
部をダルマ孔に抜け止め状に係合することにより、上記
接続金具を介して鉄筋を接続する鉄筋の接続装置。3. A bendable metal fitting comprises two connecting portions for connecting a reinforcing bar at both ends, a darma hole is provided in the connecting portion, and ends of the reinforcing bars to be connected to each other via the connecting metal. The part has a large-diameter head that passes through the large-diameter part of the daruma hole and engages with the small-diameter part in a retaining manner, and the end enlarged-diameter head of the reinforcing bar engages with the daruma hole in a retaining form. Thereby, a rebar connection device for connecting a rebar through the connection fitting.
部を有し、この接続部に透孔を設けた可曲性接続金具
と、この接続金具を介して互いに接続せんとする鉄筋
と、接続金具と鉄筋を抜け止め状に結合する結合部材と
からなり、結合部材に大径部が透孔に適合するダルマ孔
を設け、鉄筋の端部に、ダルマ孔の大径部を通過し小径
部に対して抜け止め状に係合する拡径頭部を設け、鉄筋
の端部拡径頭部を、接続金具の透孔とダルマ孔の大径部
に挿通した状態で、結合部材を移動させて小径部を鉄筋
の拡径頭部へ抜け止め状に係合することにより、上記接
続金具を介して鉄筋を接続する鉄筋の接続装置。4. A bendable metal fitting having two connecting portions at both ends for connecting a reinforcing bar and having a through hole in the connecting portion, and a reinforcing bar connected to each other via the connecting metal. , A connecting member and a connecting member for connecting the reinforcing bar in a retaining shape, the connecting member is provided with a darma hole having a large diameter portion adapted to the through hole, and the end portion of the reinforcing bar passes through the large diameter portion of the darma hole. Provide the enlarged diameter head that engages with the small diameter part in a retaining shape, and insert the coupling member with the enlarged diameter head at the end of the rebar inserted through the through hole of the connection fitting and the large diameter part of the Dharma hole. A rebar connection device for connecting a rebar via the connection fitting by moving the small-diameter portion to engage with the enlarged-diameter head of the rebar in a retaining shape.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6289398A JPH11256766A (en) | 1998-03-13 | 1998-03-13 | Reinforcement connecting device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6289398A JPH11256766A (en) | 1998-03-13 | 1998-03-13 | Reinforcement connecting device |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11256766A true JPH11256766A (en) | 1999-09-21 |
Family
ID=13213393
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6289398A Pending JPH11256766A (en) | 1998-03-13 | 1998-03-13 | Reinforcement connecting device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH11256766A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008184847A (en) * | 2007-01-31 | 2008-08-14 | Okabe Co Ltd | Reinforcement joining tool and reinforced concrete structure using this joining tool |
CN106844834A (en) * | 2016-12-12 | 2017-06-13 | 浙江中南建设集团钢结构有限公司 | A kind of corrugated sheet steel concrete combined structure and its computer controls forming method |
-
1998
- 1998-03-13 JP JP6289398A patent/JPH11256766A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008184847A (en) * | 2007-01-31 | 2008-08-14 | Okabe Co Ltd | Reinforcement joining tool and reinforced concrete structure using this joining tool |
CN106844834A (en) * | 2016-12-12 | 2017-06-13 | 浙江中南建设集团钢结构有限公司 | A kind of corrugated sheet steel concrete combined structure and its computer controls forming method |
CN106844834B (en) * | 2016-12-12 | 2024-01-26 | 浙江中南绿建科技集团有限公司 | Corrugated steel plate-concrete combined structure and computer control forming method thereof |
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