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JP3771136B2 - Rebar connecting device and rebar connecting sleeve - Google Patents
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JP3771136B2 - Rebar connecting device and rebar connecting sleeve - Google Patents

Rebar connecting device and rebar connecting sleeve Download PDF

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Publication number
JP3771136B2
JP3771136B2 JP2001056273A JP2001056273A JP3771136B2 JP 3771136 B2 JP3771136 B2 JP 3771136B2 JP 2001056273 A JP2001056273 A JP 2001056273A JP 2001056273 A JP2001056273 A JP 2001056273A JP 3771136 B2 JP3771136 B2 JP 3771136B2
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Japan
Prior art keywords
screw
sleeve
reinforcing bar
engaging convex
convex portion
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JP2001056273A
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Japanese (ja)
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JP2002256655A (en
Inventor
徹也 武部
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Tokyo Tekko Co Ltd
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Tokyo Tekko Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、異形鉄筋同士を連結する装置およびこの連結のためのスリーブに関する。
【0002】
【従来の技術】
図6に示すように、同一直線上に配置された異形鉄筋1同士を連結する装置4として、スリーブ10’とボルト20とグラウト材30を備えたタイプのものがある。詳述すると、スリーブ10’の軸方向の両側部すなわち左右部10a,10bの内周面には、それぞれ複数例えば4つのリング形状の節11が形成されている。スリーブ10’の左右端近傍の周壁にはグラウト注入口12と空気抜き口13がそれぞれ形成されている。また、スリーブ10’の左右部10a,10bの周壁には、それぞれねじ穴14が形成されている。これら2つのねじ穴14とグラウト注入口12と空気抜き口13は、スリーブ10’の軸線と平行をなす直線上に配置されている。
【0003】
上記スリーブ10’の左右部10a,10bの各々に形成された4つの節11のうち、スリーブ10’の端に位置する節11とスリーブ10’の中央寄りの節11は、ねじ穴14の反対側の部位が高く形成されており、この部位が後述の作用をなす位置決め凸部11aとして提供される。
【0004】
上記スリーブ10’の左右部10a,10bに2本の異形鉄筋1の端部を挿入された状態で、2本のボルト20をねじ穴14にねじ込み、その先端を異形鉄筋1に押し付ける。これにより各異形鉄筋1は、ボルト20と対向する位置決め凸部11aに当たり、この位置決め凸部11aで位置決めされる。この状態でグラウト注入口13からモルタル30を充填し硬化させることにより、異形鉄筋1,1の連結が完了する
【0005】
【発明が解決しようとする課題】
上記構成の鉄筋連結装置4は、上述した通常の異形鉄筋1同士を連結する場合には、十分な引っ張り強度を有している。それは、異形鉄筋1が軸方向に延びる縦リブと周方向に延びる竹節形状の横リブを有しており、この横リブが十分な間隔をおいて形成されているため、モルタル30の定着力が大きいからである。通常の異形鉄筋1同士を連結する場合には、引っ張り時の最終破壊の態様は、スリーブ10’からの異形鉄筋1の抜け出しではなく、異形鉄筋1の母材破断となる。
【0006】
しかし、異形鉄筋1としてねじ鉄筋を連結する場合には、ねじ鉄筋1のねじ節が短ピッチで形成されているので、モルタル30の定着力が小さく、そのため引っ張り時の最終破壊の態様が、スリーブ1からのねじ鉄筋1の抜け出しとなってしまうことがある。
【0007】
【課題を解決するための手段】
本発明は、一直線上に配置され少なくとも一方がねじ鉄筋である2本の異形鉄筋の端部同士を連結する装置であって、
(イ)軸方向の両側部の周壁にそれぞれ形成されたねじ穴と、このねじ穴の反対側の内周面に形成された係合凸部とを有するスリーブと、
(ロ)上記スリーブのねじ穴に螺合され上記異形鉄筋をスリーブの係合凸部に押し付けるボルトと、
(ハ)上記スリーブ内に充填されるグラウト材と
を備えた鉄筋連結装置において、
上記ねじ鉄筋を受けるスリーブの係合凸部が、ねじ鉄筋のねじ節とほぼ等しい捩れ角をなして周方向に延びるとともに、上記ねじ鉄筋のねじ節間に隙間を介して入り込み、この隙間にも上記グラウト材が充填され、
上記スリーブの内周面において上記ねじ穴側には、周方向に延びるとともに上記係合凸部より低い補助凸部が、軸方向に離れて複数形成されていることを特徴とする
【0008】
好ましくは、上記ねじ鉄筋を受ける係合凸部が、ねじ鉄筋のねじ節のピッチと同じかその倍数の間隔で複数形成されている。
好ましくは、上記スリーブの係合凸部の頂部が、断面ほぼ三角形をなしている。
好ましくは、上記係合凸部の頂部の傾斜面が、ねじ鉄筋の断面台形をなすねじ節の傾斜面とほぼ等しい傾斜角度を有している。
【0009】
好ましくは、上記係合凸部と補助凸部が連なることにより、連続した螺旋をなしている。
【0010】
さらに本発明は、一直線上に配置され少なくとも一方がねじ鉄筋である2本の異形鉄筋の端部同士を連結するために用いられ、軸方向の両側部の周壁にそれぞれボルトを螺合するためのねじ穴を有するとともに、このねじ穴の反対側の内周面に係合凸部を形成してなるスリーブにおいて、
上記ねじ鉄筋を受ける係合凸部が、ねじ鉄筋のねじ節とほぼ等しい捩れ角をなして周方向に延びるとともに、上記ねじ鉄筋のねじ節間に隙間を介して入り込み、
上記スリーブの内周面において上記ねじ穴側には、周方向に延びるとともに上記係合凸部より低い補助凸部が、軸方向に離れて複数形成されていることを特徴とする。
【0011】
【発明の実施の形態】
以下、本発明の一実施形態について図1〜図4を参照しながら説明する。図1(A)に示すように、本実施形態の連結装置5は、一直線上に配置された2本のねじ鉄筋1(異形鉄筋)を連結するためのものである。ねじ鉄筋1は、図1(A),図2に示すように、基部2とこの基部2の径方向に対峙して形成されたねじ節3とを備えている。ねじ節3は、所定ピッチの仮想螺旋上に配置されている。
【0012】
上記連結装置5は、従来装置4と同様に、1つのスリーブ10と、2本のボルト20と、モルタル30(グラウト材)とからなる。上記スリーブ10は、内部形状を除いて従来のスリーブ10’と同様であり、グラウト注入口12,空気抜き口13,ねじ穴14については図6と同番号を付してその詳細な説明を省略する。
【0013】
上記スリーブ10の内周面には、図1(B)に示すように、スリーブ10の全長にわたって連続した螺旋形状のねじ節15が形成されている。このねじ節15のピッチおよび捩れ角は、ねじ鉄筋1のねじ節3と等しい。このねじ節15において、ねじ穴14の反対側が最も高くなっており、この部位が係合凸部16として提供される。また、ねじ節15において、ねじ穴14側の部位が最も低い第1補助凸部17となっており、その中間が係合凸部16と第1補助凸部17とを連ねる第2補助凸部18となっている。第2補助凸部18は係合凸部16から第1補助凸部17に向かって高さが連続して減少するようになっている。
【0014】
本実施形態では図2に示すように、軸方向から見たスリーブ10の内部空間の形状は、軸方向から見たねじ鉄筋1の外形状より大きい。しかも、スリーブ10のねじ節15に内接する仮想円筒面Aの径は、ねじ鉄筋1のねじ節3に外接する仮想円筒面Bの径より大となっている。
【0015】
図4に示すように、上記係合凸部16は5角形をなし、その頂部16xが2つの傾斜面16aを有して三角形をなしている。なお、この傾斜面16aの傾斜角度は、ねじ鉄筋1の断面台形をなすねじ節3の傾斜面3aと等しい。
【0016】
上記構成をなす鉄筋連結装置5の作用について詳述する。まず、2本のねじ鉄筋1,1をスリーブ10の左右部10a,10bに挿入する。この挿入に際し、ねじ鉄筋1,1に対してスリーブ10を回す必要はない。上記のように、軸方向から見たスリーブ10の内部空間の形状が、軸方向から見たねじ鉄筋1の外形状より大きいからである。特に、本実施形態では、スリーブ10のねじ節15に内接する仮想円筒面Aの径が、ねじ鉄筋1のねじ節3に外接する仮想円筒面Bの径より大きいので、スリーブ10とねじ鉄筋1の相対的な角度関係を気にすることなく挿入が可能である。
【0017】
次に、スリーブ10の左右部10a,10bのねじ穴14に2本のボルト20をねじ込み、その先端でねじ鉄筋1を係合凸部16に向かって押し付ける。その結果、ねじ鉄筋1の基部2が係合凸部16に当たり、図3に示すように係合凸部16とねじ鉄筋1のねじ節3とが軸方向から見た時に重なるように係合される。すなわち、図1(A),図4に示すように、ねじ鉄筋1のねじ節3間に係合凸部16の頂部16xが入り込む。頂部16xが3角形をなしているので、係合凸部16とねじ節3との間には十分な隙間Cが形成されている。
【0018】
次に、グラウト注入口12から、スリーブ10の全長にわたってスリーブ10と2本のねじ鉄筋1間にモルタル30を充填する。このモルタル30の硬化により連結工程が終了する。
【0019】
上記構成の鉄筋連結装置5では、スリーブ10の係合凸部16がねじ鉄筋1のねじ節3と等しい捩れ角で周方向に延びており、この係合凸部16とねじ節3の係合(軸方向から見た時の重なり合い、すなわち係止凸部16がねじ節3の谷部に入り込んだ状態)により、モルタル30の定着力を大きくすることができるとともに、モルタル30が万一破壊しても、ねじ鉄筋1のねじ節3とスリーブ10の係止凸部16とのメタルタッチによる引っ張り抵抗が得られる。その結果、引っ張り時の最終破壊の態様は、スリーブ10からのねじ鉄筋1の抜け出しではなく、ねじ鉄筋1の母材破断となり、大きな引張り強度が得られる。
しかも、上記係合凸部16の頂部16xの傾斜面16aとねじ鉄節3の傾斜面3aとが等しい傾斜角度をなしているので、メタルタッチの際の接触面積を大きくすることができので、一層大きな引張り強度が得られる。
【0020】
さらに、係合凸部16は、ねじ鉄筋1のねじ節3と等しいピッチをなして形成されているので、従来に比べて係止凸部16の数が多くなり、両者の係合が一層強度となり、ひいては一層大きな引っ張り強度を得ることができる。
【0021】
また、係合凸部16の頂部16xが3角形をなしており、係合凸部16とねじ節3との間には十分な隙間Cが形成されているため、十分な量のモルタル30を介在させることができ、この点からもより一層大きな引っ張り強度が得られる。なお、この隙間Cは、ねじ鉄筋1とスリーブ10の軸方向の位置ずれおよび小規模なピッチ差を吸収する役割を担うこともできる。
【0022】
さらに、スリーブ10は、補助凸部17,18によりモルタル30の定着力を一層向上させることができ、さらに、係止凸部16および補助凸部17,18により連続した螺旋形状のねじ節15を形成するので、モルタル30の定着力をより一層向上させることができる。
【0023】
図5には本発明の第2実施形態を示す。図中第1実施形態に対応する部位は同番号を付してその説明を省略する。この実施形態では、係止凸部16がねじ穴14の反対側において120°の角度範囲で形成されており、残りの角度範囲には低い補助凸部17が形成され、両凸部16,17の境は段差19となっている。これら凸部16,17により連続した螺旋を描く点は第1実施形態と同様である。
【0024】
なお、ねじ穴14から最も離れた点を最も高くし、ねじ穴14に最も近い点を最も低くして連続した螺旋をなすねじ節を形成してもよい。この場合、上記最も離れた点を含む所定の角度範囲が係止凸部として提供される。
【0025】
本発明は上記実施形態に制約されず、種々の形態を採用することができる。例えば、連結すべき2本の異形鉄筋のうち一方がねじ鉄筋で他方は前述した通常の異形鉄筋であってもよい。この場合、スリーブの左右部の一方の内部形状を図1のようにし、他方の内部形状を図6のようにしてもよい。
【0026】
一方がねじ鉄筋で他方が通常の異形鉄筋を連結する場合、あるいは通常の異形鉄筋同士を連結する場合でも、第1実施形態のスリーブ10をそのまま使用して差し支えない。
【0027】
上記補助凸部17,18は省いてもよいし、螺旋状の代わりに竹節状にしてもよい。
複数の係合凸部16は、ねじ鉄筋のねじ節のピッチの倍数の間隔で配置してもよい。
【0028】
また、ねじ鉄筋に外接する仮想円筒面がスリーブに内接する仮想円筒面より大きい場合には、スリーブまたはねじ鉄筋を回しながら、ねじ鉄筋の端部をスリーブに挿入するようにしてもよい。
【0029】
【発明の効果】
以上説明したように本発明によれば、スリーブの係合凸部とねじ鉄筋のねじ節との係合により、グラウト材の付着力を大きくすることができるとともに、グラウト材が破壊しても係合凸部とねじ節がメタルタッチとなるので、大きな引張り強度を得ることができる。
また、複数の係合凸部とねじ節との係合により、一層大きな引張り強度を得ることができる。
また、係合凸部の頂部を三角形にして係合凸部とねじ節との間の隙間を大きくし、ここに十分な量のグラウト材を介在させるようにしたので、一層大きな引っ張り強度を得ることができる。
係合凸部の傾斜面とねじ節の傾斜面とがほぼ等しいので、メタルタッチの際には接触面を大きくすることができ、一層大きな引張り強度を得ることができる。
さらに、補助凸部によりグラウト材の定着力の向上を図ることができ、補助凸部と係合凸部とを連続させることにより、この定着力をさらに向上させることができる。
【図面の簡単な説明】
【図1】本発明の第1の実施形態を示し、(A)はねじ鉄筋を連結した状態を示す連結装置の縦断面図、(B)は同連結装置のスリーブを示す縦断面図である。
【図2】同スリーブにねじ鉄筋を挿入した状態を示す拡大横断面図である。
【図3】同スリーブに螺合されたボルトで上記ねじ鉄筋を押し付けた状態を示す拡大横断面図である。
【図4】ねじ鉄筋のねじ節とスリーブの係止凸部とを示す要部拡大縦断面図である。
【図5】本発明の第2の実施形態を示す図2(A)相当図である。
【図6】従来の連結装置を示す縦断面図である。
【符号の説明】
1 ねじ鉄筋(異形鉄筋)
3 ねじ節
3a ねじ節の傾斜面
10 スリーブ
14 ねじ穴
16 係止凸部
16a 係止凸部の傾斜面
16x 係止凸部の頂部
17,18 補助凸部
20 ボルト
30 モルタル(グラウト材)
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a device for connecting deformed reinforcing bars to each other and a sleeve for this connection.
[0002]
[Prior art]
As shown in FIG. 6, as a device 4 for connecting deformed reinforcing bars 1 arranged on the same straight line, there is a type including a sleeve 10 ′, a bolt 20, and a grout material 30. More specifically, a plurality of, for example, four ring-shaped nodes 11 are formed on both side portions in the axial direction of the sleeve 10 ′, that is, on the inner peripheral surfaces of the left and right portions 10a and 10b. Grout inlets 12 and air vents 13 are formed in the peripheral walls near the left and right ends of the sleeve 10 '. In addition, screw holes 14 are formed in the peripheral walls of the left and right portions 10a and 10b of the sleeve 10 '. These two screw holes 14, the grout inlet 12 and the air vent 13 are arranged on a straight line parallel to the axis of the sleeve 10 '.
[0003]
Of the four nodes 11 formed on the left and right portions 10a and 10b of the sleeve 10 ', the node 11 located at the end of the sleeve 10' and the node 11 near the center of the sleeve 10 'are opposite to the screw holes 14. The site | part of the side is formed highly, and this site | part is provided as the positioning convex part 11a which makes the effect | action mentioned later.
[0004]
With the ends of the two deformed reinforcing bars 1 inserted into the left and right portions 10 a and 10 b of the sleeve 10 ′, the two bolts 20 are screwed into the screw holes 14, and the tips thereof are pressed against the deformed reinforcing bar 1. Thereby, each deformed reinforcing bar 1 hits the positioning convex portion 11a facing the bolt 20 and is positioned by the positioning convex portion 11a. In this state, the mortar 30 is filled from the grout inlet 13 and hardened to complete the connection of the deformed reinforcing bars 1 and 1.
[Problems to be solved by the invention]
The reinforcing bar connecting device 4 having the above configuration has sufficient tensile strength when connecting the above-described ordinary deformed reinforcing bars 1 to each other. The deformed reinforcing bar 1 has a longitudinal rib extending in the axial direction and a bamboo rib-shaped lateral rib extending in the circumferential direction, and the lateral ribs are formed at a sufficient interval. Because it is big. When normal deformed reinforcing bars 1 are connected to each other, the final breaking mode at the time of pulling is not the deformation of the deformed reinforcing bar 1 from the sleeve 10 ′, but the base metal breakage of the deformed reinforcing bar 1.
[0006]
However, when connecting a threaded reinforcing bar as the deformed reinforcing bar 1, since the screw nodes of the threaded reinforcing bar 1 are formed at a short pitch, the fixing force of the mortar 30 is small, so that the final breaking mode when pulled is the sleeve In some cases, the threaded reinforcing bar 1 may come out of the thread 1.
[0007]
[Means for Solving the Problems]
The present invention is an apparatus for connecting the ends of two deformed reinforcing bars that are arranged in a straight line and at least one of which is a threaded reinforcing bar,
(A) a sleeve having a screw hole formed in each peripheral wall on both sides in the axial direction and an engaging convex portion formed on the inner peripheral surface on the opposite side of the screw hole;
(B) a bolt that is screwed into the screw hole of the sleeve and presses the deformed reinforcing bar against the engagement convex portion of the sleeve;
(C) a grout material filled in the sleeve;
In a reinforcing bar coupling device comprising:
The engaging convex part of the sleeve that receives the threaded reinforcing bar extends in the circumferential direction with a twist angle substantially equal to the threaded joint of the threaded reinforcing bar, and enters between the threaded joints of the threaded reinforcing bar via a gap. Filled with the grout material,
A plurality of auxiliary convex portions extending in the circumferential direction and lower than the engaging convex portions are formed on the inner peripheral surface of the sleeve on the screw hole side and separated in the axial direction .
[0008]
Preferably, a plurality of engaging convex portions for receiving the screw rebar are formed at intervals equal to or a multiple of the pitch of the screw nodes of the screw rebar.
Preferably, the top of the engaging convex portion of the sleeve has a substantially triangular cross section.
Preferably, the inclined surface at the top of the engaging convex portion has an inclination angle substantially equal to the inclined surface of the screw node having a trapezoidal cross section of the screw rebar.
[0009]
Preferably, the engaging convex portion and the auxiliary convex portion are connected to form a continuous spiral.
[0010]
Furthermore, the present invention is used for connecting ends of two deformed reinforcing bars arranged on a straight line and at least one of which is a threaded reinforcing bar, for screwing bolts to peripheral walls on both sides in the axial direction. In the sleeve having a screw hole and forming an engagement convex portion on the inner peripheral surface on the opposite side of the screw hole,
The engaging convex portion that receives the screw rebar extends in the circumferential direction with a twist angle substantially equal to the screw node of the screw rebar, and enters through a gap between the screw nodes of the screw rebar,
A plurality of auxiliary convex portions extending in the circumferential direction and lower than the engaging convex portions are formed on the inner peripheral surface of the sleeve on the screw hole side and separated in the axial direction .
[0011]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, an embodiment of the present invention will be described with reference to FIGS. As shown to FIG. 1 (A), the connection apparatus 5 of this embodiment is for connecting the two screw reinforcement 1 (deformed reinforcement) arrange | positioned on a straight line. As shown in FIGS. 1A and 2, the screw rebar 1 includes a base 2 and a screw node 3 formed so as to face the radial direction of the base 2. The screw node 3 is arranged on a virtual spiral having a predetermined pitch.
[0012]
The connecting device 5 includes one sleeve 10, two bolts 20, and a mortar 30 (grouting material), as in the conventional device 4. The sleeve 10 is the same as the conventional sleeve 10 'except for the internal shape, and the grout inlet 12, the air vent 13, and the screw hole 14 are assigned the same numbers as in FIG. .
[0013]
On the inner peripheral surface of the sleeve 10, as shown in FIG. 1B, a spiral screw node 15 that is continuous over the entire length of the sleeve 10 is formed. The pitch and the twist angle of the screw node 15 are equal to those of the screw node 3 of the screw rebar 1. In this screw node 15, the opposite side of the screw hole 14 is the highest, and this portion is provided as the engaging projection 16. Further, in the screw joint 15, the portion on the screw hole 14 side is the lowest first auxiliary convex portion 17, and the second auxiliary convex portion connecting the engaging convex portion 16 and the first auxiliary convex portion 17 in the middle thereof. It is 18. The second auxiliary convex portion 18 is configured such that the height continuously decreases from the engaging convex portion 16 toward the first auxiliary convex portion 17.
[0014]
In the present embodiment, as shown in FIG. 2, the shape of the internal space of the sleeve 10 viewed from the axial direction is larger than the external shape of the screw rebar 1 viewed from the axial direction. Moreover, the diameter of the virtual cylindrical surface A that is inscribed in the threaded joint 15 of the sleeve 10 is larger than the diameter of the virtual cylindrical surface B that is circumscribed in the threaded joint 3 of the screw rebar 1.
[0015]
As shown in FIG. 4, the engaging projection 16 has a pentagonal shape, and the apex 16x has two inclined surfaces 16a to form a triangle. The inclination angle of the inclined surface 16a is equal to the inclined surface 3a of the screw node 3 having a trapezoidal cross section of the screw rebar 1.
[0016]
The operation of the reinforcing bar connecting device 5 having the above configuration will be described in detail. First, the two screw rebars 1 and 1 are inserted into the left and right portions 10 a and 10 b of the sleeve 10. In this insertion, it is not necessary to turn the sleeve 10 with respect to the screw rebars 1 and 1. This is because, as described above, the shape of the internal space of the sleeve 10 as viewed from the axial direction is larger than the external shape of the screw rebar 1 as viewed from the axial direction. In particular, in the present embodiment, the diameter of the virtual cylindrical surface A that is inscribed in the screw node 15 of the sleeve 10 is larger than the diameter of the virtual cylindrical surface B that is in contact with the screw node 3 of the screw rebar 1. Can be inserted without worrying about the relative angular relationship.
[0017]
Next, the two bolts 20 are screwed into the screw holes 14 of the left and right portions 10 a and 10 b of the sleeve 10, and the screw rebar 1 is pressed toward the engaging convex portion 16 at the tip thereof. As a result, the base portion 2 of the screw rebar 1 hits the engagement convex portion 16, and the engagement convex portion 16 and the screw node 3 of the screw rebar 1 are engaged so as to overlap when viewed from the axial direction as shown in FIG. The That is, as shown in FIGS. 1A and 4, the top portion 16 x of the engaging convex portion 16 enters between the screw nodes 3 of the screw rebar 1. Since the top portion 16x has a triangular shape, a sufficient gap C is formed between the engaging convex portion 16 and the screw node 3.
[0018]
Next, the mortar 30 is filled between the sleeve 10 and the two screw rebars 1 from the grout inlet 12 over the entire length of the sleeve 10. The linking process is completed by curing the mortar 30.
[0019]
In the reinforcing bar connecting device 5 having the above-described configuration, the engaging convex portion 16 of the sleeve 10 extends in the circumferential direction at the same twist angle as that of the screw node 3 of the screw reinforcing bar 1, and the engaging convex portion 16 and the screw node 3 are engaged. (The overlap when viewed from the axial direction, that is, the state in which the locking projection 16 enters the valley of the screw joint 3) can increase the fixing force of the mortar 30, and the mortar 30 is destroyed by any chance. However, the pulling resistance by the metal touch of the threaded joint 3 of the screw rebar 1 and the locking projection 16 of the sleeve 10 can be obtained. As a result, the mode of final fracture at the time of pulling is not the pull-out of the screw rebar 1 from the sleeve 10, but the base material fracture of the screw rebar 1 and a large tensile strength is obtained.
Moreover, since the inclined surface 16a of the top portion 16x of the engaging convex portion 16 and the inclined surface 3a of the screw iron node 3 have the same inclination angle, the contact area at the time of metal touch can be increased. Greater tensile strength can be obtained.
[0020]
Furthermore, since the engagement convex part 16 is formed with the same pitch as the screw joint 3 of the screw rebar 1, the number of the engagement convex parts 16 is increased as compared with the conventional case, and the engagement between both is further strengthened. As a result, even greater tensile strength can be obtained.
[0021]
Further, since the apex portion 16x of the engaging convex portion 16 has a triangular shape and a sufficient gap C is formed between the engaging convex portion 16 and the screw node 3, a sufficient amount of mortar 30 is provided. From this point, even greater tensile strength can be obtained. The gap C can also play a role of absorbing the axial displacement between the screw rebar 1 and the sleeve 10 and a small pitch difference.
[0022]
Further, the sleeve 10 can further improve the fixing force of the mortar 30 by the auxiliary convex portions 17 and 18, and further, the helical screw node 15 that is continuous by the locking convex portion 16 and the auxiliary convex portions 17 and 18 can be provided. Since it forms, the fixing power of the mortar 30 can be further improved.
[0023]
FIG. 5 shows a second embodiment of the present invention. In the figure, parts corresponding to those of the first embodiment are denoted by the same reference numerals and description thereof is omitted. In this embodiment, the locking convex portion 16 is formed in an angle range of 120 ° on the opposite side of the screw hole 14, and the low auxiliary convex portion 17 is formed in the remaining angular range, and both convex portions 16, 17 are formed. The border is 19 steps. The point which draws the continuous spiral by these convex parts 16 and 17 is the same as that of 1st Embodiment.
[0024]
It is also possible to form a screw node that forms a continuous spiral with the point farthest from the screw hole 14 being the highest and the point closest to the screw hole 14 being the lowest. In this case, a predetermined angle range including the farthest point is provided as the locking projection.
[0025]
The present invention is not limited to the above embodiment, and various forms can be adopted. For example, one of the two deformed reinforcing bars to be connected may be a threaded reinforcing bar and the other may be the above-described ordinary deformed reinforcing bar. In this case, one internal shape of the left and right portions of the sleeve may be as shown in FIG. 1, and the other internal shape may be as shown in FIG.
[0026]
Even when one is a threaded reinforcing bar and the other is a normal deformed reinforcing bar or when connecting normal deformed reinforcing bars, the sleeve 10 of the first embodiment may be used as it is.
[0027]
The auxiliary convex portions 17 and 18 may be omitted, or may be bamboo knot instead of spiral.
The plurality of engaging protrusions 16 may be arranged at an interval that is a multiple of the pitch of the screw nodes of the screw rebar.
[0028]
If the virtual cylindrical surface circumscribing the screw rebar is larger than the virtual cylindrical surface inscribed in the sleeve, the end of the screw rebar may be inserted into the sleeve while turning the sleeve or the screw rebar.
[0029]
【The invention's effect】
According to the present invention described above, by the engagement of the threaded section of the engagement projection and threaded rebar sleeve, it is possible to increase the adhesion of grout, engages be destroyed grout since engagement projection and the screw section is metal touch, it is possible to obtain a high tensile strength.
Further, a greater tensile strength can be obtained by the engagement of the plurality of engaging projections with the screw nodes.
In addition, since the top of the engaging convex portion is triangular and the gap between the engaging convex portion and the screw node is increased and a sufficient amount of grout material is interposed therein, a higher tensile strength is obtained. be able to.
Since the inclined surface of the engaging convex portion and the inclined surface of the screw node are substantially equal, the contact surface can be increased during metal touch, and a higher tensile strength can be obtained.
Further, the auxiliary protruding portion can be improved fixing strength of the grout, by continuous and auxiliary protrusions and the engaging protrusion, it is possible to further improve the fixing force.
[Brief description of the drawings]
1A and 1B show a first embodiment of the present invention, in which FIG. 1A is a longitudinal sectional view of a connecting device showing a state where screw rebars are connected, and FIG. 1B is a longitudinal sectional view showing a sleeve of the connecting device; .
FIG. 2 is an enlarged cross-sectional view showing a state in which screw rebars are inserted into the sleeve.
FIG. 3 is an enlarged cross-sectional view showing a state in which the screw rebar is pressed with a bolt screwed into the sleeve.
FIG. 4 is an enlarged vertical cross-sectional view of a main part showing a screw node of a threaded reinforcing bar and a locking projection of a sleeve.
FIG. 5 is a view corresponding to FIG. 2 (A) showing a second embodiment of the present invention.
FIG. 6 is a longitudinal sectional view showing a conventional connecting device.
[Explanation of symbols]
1 Screw rebar (deformed bar)
3 Screw Node 3a Inclined Surface 10 of Screw Node Sleeve 14 Screw Hole 16 Locking Convex 16a Locking Convex Inclined Surface 16x Locking Convex Top 17 and 18 Auxiliary Convex 20 Bolt 30 Mortar (grout material)

Claims (6)

一直線上に配置され少なくとも一方がねじ鉄筋である2本の異形鉄筋の端部同士を連結する装置であって、
(イ)軸方向の両側部の周壁にそれぞれ形成されたねじ穴と、このねじ穴の反対側の内周面に形成された係合凸部とを有するスリーブと、
(ロ)上記スリーブのねじ穴に螺合され上記異形鉄筋をスリーブの係合凸部に押し付けるボルトと、
(ハ)上記スリーブ内に充填されるグラウト材と
を備えた鉄筋連結装置において、
上記ねじ鉄筋を受けるスリーブの係合凸部が、ねじ鉄筋のねじ節とほぼ等しい捩れ角をなして周方向に延びるとともに、上記ねじ鉄筋のねじ節間に隙間を介して入り込み、この隙間にも上記グラウト材が充填され、
上記スリーブの内周面において上記ねじ穴側には、周方向に延びるとともに上記係合凸部より低い補助凸部が、軸方向に離れて複数形成されていることを特徴とする鉄筋連結装置。
An apparatus for connecting the ends of two deformed reinforcing bars that are arranged in a straight line and at least one of which is a threaded reinforcing bar,
(A) a sleeve having a screw hole formed in each peripheral wall on both sides in the axial direction and an engaging convex portion formed on the inner peripheral surface on the opposite side of the screw hole;
(B) a bolt that is screwed into the screw hole of the sleeve and presses the deformed reinforcing bar against the engagement convex portion of the sleeve;
(C) In the reinforcing bar connecting device including the grout material filled in the sleeve,
The engaging convex part of the sleeve that receives the threaded reinforcing bar extends in the circumferential direction with a twist angle substantially equal to the threaded joint of the threaded reinforcing bar, and enters between the threaded joints of the threaded reinforcing bar via a gap. Filled with the grout material,
A reinforcing bar coupling device, wherein a plurality of auxiliary convex portions extending in the circumferential direction and lower than the engaging convex portions are formed apart from each other in the axial direction on the screw hole side on the inner peripheral surface of the sleeve.
上記ねじ鉄筋を受ける係合凸部が、ねじ鉄筋のねじ節のピッチと同じかその倍数の間隔で複数形成されていることを特徴とする請求項1に記載の鉄筋連結装置。  2. The reinforcing bar coupling device according to claim 1, wherein a plurality of engaging convex portions that receive the threaded reinforcing bars are formed at intervals equal to or a multiple of the pitch of the screw nodes of the threaded reinforcing bars. 上記スリーブの係合凸部の頂部が、断面ほぼ三角形をなしていることを特徴とする請求項1または2に記載の鉄筋連結装置。  The reinforcing bar connecting device according to claim 1 or 2, wherein the top of the engaging convex portion of the sleeve has a substantially triangular cross section. 上記係合凸部の頂部の傾斜面が、ねじ鉄筋の断面台形をなすねじ節の傾斜面とほぼ等しい傾斜角度を有していることを特徴とする請求項3に記載の鉄筋連結装置。  4. The reinforcing bar connecting device according to claim 3, wherein the inclined surface at the top of the engaging convex portion has an inclination angle substantially equal to an inclined surface of a screw node forming a trapezoidal cross section of the screw reinforcing bar. 上記係合凸部と補助凸部が連なることにより、連続した螺旋をなしていることを特徴とする請求項1〜4のいずれかに記載の鉄筋連結装置。The reinforcing bar connecting device according to any one of claims 1 to 4, wherein the engaging convex part and the auxiliary convex part are connected to form a continuous spiral. 一直線上に配置され少なくとも一方がねじ鉄筋である2本の異形鉄筋の端部同士を連結するために用いられ、軸方向の両側部の周壁にそれぞれボルトを螺合するためのねじ穴を有するとともに、このねじ穴の反対側の内周面に係合凸部を形成してなるスリーブにおいて、
上記ねじ鉄筋を受ける係合凸部が、ねじ鉄筋のねじ節とほぼ等しい捩れ角をなして周方向に延びるとともに、上記ねじ鉄筋のねじ節間に隙間を介して入り込み、
上記スリーブの内周面において上記ねじ穴側には、周方向に延びるとともに上記係合凸部より低い補助凸部が、軸方向に離れて複数形成されていることを特徴とする鉄筋連結用スリーブ。
It is used to connect the ends of two deformed reinforcing bars that are arranged in a straight line and at least one is a threaded reinforcing bar, and has screw holes for screwing bolts to the peripheral walls on both sides in the axial direction. In the sleeve formed with the engaging convex portion on the inner peripheral surface opposite to the screw hole,
The engaging convex portion that receives the screw rebar extends in the circumferential direction with a twist angle substantially equal to the screw node of the screw rebar, and enters through a gap between the screw nodes of the screw rebar,
In the inner peripheral surface of the sleeve, a plurality of auxiliary convex portions extending in the circumferential direction and lower than the engaging convex portions are formed on the screw hole side apart from each other in the axial direction. .
JP2001056273A 2001-03-01 2001-03-01 Rebar connecting device and rebar connecting sleeve Expired - Fee Related JP3771136B2 (en)

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KR100891013B1 (en) * 2008-08-01 2009-03-31 주식회사 대산시빌테크날러지 How to integrate precast concrete structures using manufacturing errors
CN202131717U (en) * 2011-01-14 2012-02-01 中冶建筑研究总院有限公司 Composite joint made of twisted steel and used for cement grouting
JP6233704B2 (en) * 2014-01-24 2017-11-22 株式会社大林組 Reinforcing bar electrical connection structure and electrical connection method in filling type sleeve joint
CN106193329B (en) * 2016-08-29 2019-03-15 朱凤起 Concrete wall structure and its construction method
CN106939668B (en) * 2017-03-24 2019-05-31 南京理工大学 A kind of molding grout sleeve of one-step casting
CN110258966B (en) * 2019-07-18 2024-04-26 西南科技大学 A kind of pull-out resistant fiber reinforced composite reinforcement connection sleeve
JP7081062B1 (en) * 2022-02-21 2022-06-06 利弘 岩▲崎▼ Sharp threaded rebar and lightweight fittings
CN115419217B (en) * 2022-09-30 2023-12-01 威信广厦模块住宅工业有限公司 Integrated modularized building component steel bar connecting assembly

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