JPH0437219B2 - - Google Patents

Info

Publication number
JPH0437219B2
JPH0437219B2 JP1353384A JP1353384A JPH0437219B2 JP H0437219 B2 JPH0437219 B2 JP H0437219B2 JP 1353384 A JP1353384 A JP 1353384A JP 1353384 A JP1353384 A JP 1353384A JP H0437219 B2 JPH0437219 B2 JP H0437219B2
Authority
JP
Japan
Prior art keywords
reinforcing bar
joint
threaded rod
joint member
reinforcing
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
Application number
JP1353384A
Other languages
Japanese (ja)
Other versions
JPS60159244A (en
Inventor
Tsuneo Morioka
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Haseko Corp
Original Assignee
Hasegawa Komuten Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hasegawa Komuten Co Ltd filed Critical Hasegawa Komuten Co Ltd
Priority to JP1353384A priority Critical patent/JPS60159244A/en
Publication of JPS60159244A publication Critical patent/JPS60159244A/en
Publication of JPH0437219B2 publication Critical patent/JPH0437219B2/ja
Granted legal-status Critical Current

Links

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、鉄筋の継手部分の径を鉄筋の径以下
にした鉄筋の継手装置に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a reinforcing bar joint device in which the diameter of the joint portion of the reinforcing bar is equal to or less than the diameter of the reinforcing bar.

(従来の技術) 従来の鉄筋の継手装置として、結合する一方の
鉄筋の先端部にスリーブを固着しておき、他方の
鉄筋の先端部を上記スリーブに挿入してスリーブ
をその外側から圧着することにより、両鉄筋の突
き合せ部分をスリーブで圧着するものがある。
(Prior art) As a conventional reinforcing bar joint device, a sleeve is fixed to the tip of one of the reinforcing bars to be joined, the tip of the other reinforcing bar is inserted into the sleeve, and the sleeve is crimped from the outside. Therefore, there is a method in which the abutting portions of both reinforcing bars are crimped with a sleeve.

(考案が解決しようとする課題) 機械的継手によつて鉄筋を接続する従来例にお
いて、この継手部の径が鉄筋径より大きいので、
この継手部分にスターラツプやフープを掛回す必
要が生じた場合には、この部分についてかぶり厚
が薄くなるため、所定のかぶり厚を出すために主
筋を内側に寄せざるを得ず、このため力学上の有
利性が損なわれ、またこの継手部上を通るスラブ
筋が隣り合うスラブ筋とのレベル差を生ずる不都
合があり、さらに鉄筋を鉄骨の貫通孔を貫通して
配筋する場合、貫通孔を鉄筋径より大きい継手部
の径に合せて開けなければならず、配筋後に鉄筋
の納まりが悪くなる問題があつた。
(Problem to be solved by the invention) In the conventional example of connecting reinforcing bars using a mechanical joint, the diameter of this joint is larger than the diameter of the reinforcing bar.
If it becomes necessary to hang a stirrup or hoop around this joint, the cover thickness will be thinner in this area, and the main reinforcing bars will have to be moved inward to achieve the desired cover thickness. In addition, there is a disadvantage that the slab reinforcement that passes over this joint part will have a level difference with the adjacent slab reinforcement.Furthermore, when the reinforcement is placed through a through hole in the steel frame, it is difficult to connect the through hole. It had to be opened to match the diameter of the joint, which was larger than the reinforcing bar diameter, and there was a problem that the reinforcing bars would not fit properly after the reinforcing bars were placed.

本発明の目的は上記の問題点を解決することに
ある。
An object of the present invention is to solve the above problems.

(課題を解決するための手段) 本発明の特徴は、鉄筋の継手部の径を鉄筋径以
下としたことである。すなわち連結すべき鉄筋の
対向端部の軸心部より、ねじ棒がそれぞれ突出
し、互いに対向位置関係にある。ねじ棒は鉄筋よ
り高強度の部材で構成されており、この部材とし
て炭素繊維を用いれば継手部におけるより高い強
度とねばりを確保することができる。両ねじ棒
は、継手部材により連結される。継手部材はその
軸心部に雌ねじ孔を設けてあり、両側端面よりこ
の雌ねじ孔に各ねじ棒がねじ結合可能である。継
手部材の径は鉄筋径以下すなわち、継手部材の径
は鉄筋径と等しいかそれより小さいものである。
継手部材の側端面と鉄筋の端面との間に固定部材
を配設し、この固定部材でねじ棒と継手部材とを
結合固定する。
(Means for Solving the Problems) A feature of the present invention is that the diameter of the joint portion of the reinforcing bar is equal to or less than the diameter of the reinforcing bar. That is, the threaded rods each protrude from the axial center of the opposing ends of the reinforcing bars to be connected, and are positioned in opposing positions to each other. The threaded rod is made of a material with higher strength than reinforcing steel, and if carbon fiber is used as this material, higher strength and toughness can be ensured at the joint. Both threaded rods are connected by a joint member. The joint member has a female threaded hole in its axial center, and each threaded rod can be screwed into this female threaded hole from both end faces. The diameter of the joint member is equal to or smaller than the reinforcing bar diameter, that is, the joint member diameter is equal to or smaller than the reinforcing bar diameter.
A fixing member is disposed between the side end face of the joint member and the end face of the reinforcing bar, and the threaded rod and the joint member are coupled and fixed by this fixing member.

(作用) 径が鉄筋径以下の継手部材の雌ねじ孔に鉄筋か
ら突き出ているねじ棒が突き合された状態で結合
される。
(Function) A threaded rod protruding from the reinforcing bar is butted and connected to a female screw hole of a joint member whose diameter is less than that of the reinforcing bar.

(実施例) 以下本発明の実施例を図面に基づいて説明す
る。
(Example) Examples of the present invention will be described below based on the drawings.

第1A図及び第1B図において、連結すべき鉄
筋1,2の端部の軸心部には炭素繊維で構成した
ねじ棒3,4の後端部側がねじ結合され、両ねじ
棒の先端部側は鉄筋の対向端面より突出し、互い
に所定間隔を置いて対向位置している。そして左
方のねじ棒3には鉄筋1,2の径と同径の継手部
材5を雌ねじ孔5aを介して取り付けてある。こ
の継手部材の雌ねじ孔5aは継手部材の軸心部を
貫通し、ねじ棒3,4がそれぞれねじ結合可能で
ある。また継手部材5の左側端面と左方の鉄筋1
の対向端面との間のねじ棒3には固定のナツト
6,6aを取り付けてある。そして第1C図示の
状態において、ナツト6,6a間のねじ棒3に固
定部材としてのテープ7を巻回してあり、このテ
ープによりねじ棒と継手部材5との連結を固定し
ている。
In FIGS. 1A and 1B, the rear end sides of threaded rods 3 and 4 made of carbon fiber are screwed to the axes of the ends of reinforcing bars 1 and 2 to be connected, and the tips of both threaded rods are screwed together. The sides protrude from the opposing end surfaces of the reinforcing bars and are positioned opposite to each other at a predetermined distance. A joint member 5 having the same diameter as the reinforcing bars 1 and 2 is attached to the left threaded rod 3 through a female threaded hole 5a. The female screw hole 5a of this joint member passes through the axial center of the joint member, and the threaded rods 3 and 4 can be screwed together. In addition, the left end surface of the joint member 5 and the left reinforcing bar 1
Fixed nuts 6, 6a are attached to the threaded rod 3 between the opposing end surfaces of the screw rod 3. In the state shown in FIG. 1C, a tape 7 serving as a fixing member is wound around the threaded rod 3 between the nuts 6 and 6a, and the connection between the threaded rod and the joint member 5 is fixed by this tape.

次に継手作業について説明する。 Next, the joint work will be explained.

鉄筋1側のねじ棒3に予めナツト6,6a及び
継手部材5を取り付けておいてから、第1A図に
示すようにねじ棒3の先端部と右方の鉄筋2のね
じ棒4の先端部とを所定間隔あけて突き合せる。
ついで第1B図に示すようにナツト6,6aを回
して継手部材5を矢印方向に移動させると、継手
部材の雌ねじ孔5aにねじ棒4の先端部側がねじ
込まれて行き、やがて第1B図に示すように継手
部材の右側端面が鉄筋2の端面に当接し、この時
点でねじ棒3とねじ棒4とが継手部材で連結され
る。そして左方のナツト6を逆転させて、鎖線位
置まで戻し、ナツト6,6aをそれぞれ鉄筋1,
2の端面に締付け、鉄筋1,2とねじ棒3,4と
の結合を固定する。最後に、第1C図に示すよう
にナツト6,6a間のねじ棒3の外周にテープ7
を巻回して、継手作業を終了する。このテープは
鉄筋1と同一径となるまで巻く。
After attaching the nuts 6, 6a and the coupling member 5 to the threaded rod 3 on the reinforcing bar 1 side in advance, as shown in FIG. and match them at a predetermined interval.
Next, as shown in Fig. 1B, when the nuts 6, 6a are turned to move the joint member 5 in the direction of the arrow, the tip end side of the threaded rod 4 is screwed into the female threaded hole 5a of the joint member, and eventually as shown in Fig. 1B. As shown, the right end surface of the joint member comes into contact with the end surface of the reinforcing bar 2, and at this point the threaded rod 3 and the threaded rod 4 are connected by the joint member. Then, reverse the left nut 6 and return it to the chain line position, and fix the nuts 6 and 6a to the reinforcing bars 1 and 6a, respectively.
2 to fix the connection between the reinforcing bars 1 and 2 and the threaded rods 3 and 4. Finally, tape 7 is attached to the outer periphery of the threaded rod 3 between the nuts 6 and 6a as shown in Fig. 1C.
, and finish the joint work. Wrap this tape until it has the same diameter as reinforcing bar 1.

また第2図に示すように鉄筋2の端面と継手部
材5との間のねじ棒4にナツト6a1,6a2を
取り付けて、このねじ棒と鉄筋及び継手部材との
相互の連結の強化を図つてもよい。
Further, as shown in Fig. 2, nuts 6a1 and 6a2 are attached to the threaded rod 4 between the end face of the reinforcing bar 2 and the joint member 5 to strengthen the mutual connection between the threaded rod, the reinforcing bar, and the joint member. Good too.

第3A,3B図に他の実施例を示す。 Another embodiment is shown in FIGS. 3A and 3B.

第3A,3B図の例において継手部材15の左
半部分外周面には右半部分の径と等しい径のスリ
ーブ8をスライド自在に被嵌してある。そして第
3B図に示すように継手作業の過程において、ス
リーブ8を鉄筋1の端面に当接するまでスライド
させて、この端面と継手部材15の左側端面との
間を覆い、スリーブに設けた注入口8aから膨張
材を混入した充填材9を注入して、スリーブ内の
空間を埋めてねじ棒3と継手部材との結合を固定
する。
In the example shown in FIGS. 3A and 3B, a sleeve 8 having a diameter equal to that of the right half is slidably fitted onto the outer peripheral surface of the left half of the joint member 15. Then, as shown in FIG. 3B, in the process of the joint work, the sleeve 8 is slid until it comes into contact with the end face of the reinforcing bar 1, and the space between this end face and the left end face of the joint member 15 is covered, and the injection port provided in the sleeve is A filler 9 mixed with an expansion material is injected from 8a to fill the space inside the sleeve and fix the connection between the threaded rod 3 and the joint member.

充填材に膨張材を混入することにより、ねじ棒
3、充填材9及びスリーブ8との一体化が強化さ
れる。
By mixing the expansion material into the filler material, the integration between the threaded rod 3, the filler material 9, and the sleeve 8 is strengthened.

この例においても、鉄筋2と継手部材15との
間のねじ棒4に2個のナツトを取り付けてもよ
い。
In this example as well, two nuts may be attached to the threaded rod 4 between the reinforcing bar 2 and the joint member 15.

また第4A,4B図に他の実施例を示す。この
例では、継手部材25の右端面に雌ねじ孔25a
に連通する凹部25bを形成してあり、外周面よ
り凹部に至る充填材注入口25cを設けてある。
継手部材25の左半部分の外周部にスリーブ8を
被嵌してあり、このスリーブに注入口8aを設け
てある。ねじ棒3とねじ棒4とにはそれぞれ鉄筋
1と鉄筋2の端面に当接状態にナツト6b及び6
cを取り付けてある。
Further, other embodiments are shown in FIGS. 4A and 4B. In this example, a female screw hole 25a is provided on the right end surface of the joint member 25.
A recess 25b communicating with the recess 25b is formed, and a filler injection port 25c extending from the outer peripheral surface to the recess is provided.
A sleeve 8 is fitted around the outer periphery of the left half of the joint member 25, and an injection port 8a is provided in this sleeve. Nuts 6b and 6 are attached to the threaded rod 3 and the threaded rod 4 in contact with the end surfaces of the reinforcing bars 1 and 2, respectively.
c is attached.

継手作業について説明すると、まず継手部材2
5を第4A図実線の位置から矢印方向に鎖線に示
す位置まで移動し、ねじ棒3,4を継手部材で結
合し、ついでスリーブ8を左方にスライドさせ
て、鉄筋1と継手部材8との間のねじ棒3を覆
い、最後に継手部材の注入口25c及びスリーブ
8の注入口8aより充填材9,9を注入して、ね
じ棒3,4と継手部材25との結合を固定する。
To explain the joint work, first the joint member 2
5 from the position shown by the solid line in FIG. The threaded rods 3 between the threaded rods 3 and 4 are covered, and finally fillers 9, 9 are injected through the injection port 25c of the joint member and the injection port 8a of the sleeve 8 to fix the connection between the threaded rods 3, 4 and the joint member 25. .

鉄筋1,2とねじ棒3,4との連結方法として
は、第5図に示すように鉄筋の軸心部にねじ棒の
後端部側が十分入りうる長さの取付け孔1a,2
aを設けておいて、この取付け孔内に接着剤10
を充填してねじ棒を鉄筋に固着するようにしても
よい。
To connect the reinforcing bars 1, 2 and the threaded rods 3, 4, as shown in Fig. 5, the mounting holes 1a, 2 are long enough to allow the rear ends of the threaded rods to enter the axial center of the reinforcing bars.
a, and insert adhesive 10 into this mounting hole.
The threaded rod may be fixed to the reinforcing steel by filling it with

(発明の効果) 以上説明したように本発明によれば、鉄筋の継
手部分が鉄筋の径以下にすることができるので、
この継手部分にスターラツプやフープを掛回す場
合であつても、主筋を内側に寄せることなくかぶ
り厚を設定でき、そして鉄骨に開ける貫通孔の径
も鉄筋が貫通可能の径であればよく、従来のよう
に大きな径の貫通孔をあける必要がなく、したが
つて配筋後にたつきがなく、納まりが良く、さら
に継手部にスラブ筋を配筋しても隣り合うスラブ
筋とのレベル差を生じない。
(Effects of the Invention) As explained above, according to the present invention, since the joint portion of the reinforcing bar can be made smaller than the diameter of the reinforcing bar,
Even when a stirrup or hoop is hung around this joint, the cover thickness can be set without bringing the main reinforcement inward, and the diameter of the through-hole drilled in the steel frame can be as long as it can be penetrated by the reinforcing steel. There is no need to drill large diameter through-holes, so there is no sag after the reinforcement is placed, and it fits well.Furthermore, even when slab reinforcement is placed at the joint, the difference in level between adjacent slab reinforcement can be avoided. Does not occur.

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

第1A図乃至第1C図は本発明の一実施例を示
すもので、継手作業を段階的に示す断面図、第2
図は他の実施例を示す正面図、第3A図及び第3
B図は他の実施例を示すもので、継手作業の過程
を示す断面図、第4A図及び第4B図はさらに他
の実施例を示すもので、継手作業の過程を示す断
面図、第5図は鉄筋とねじ棒との連結方法の他の
例を示す断面図である。 1,2……鉄筋、3,4……ねじ棒、5,1
5,25……継手部材、5a,25a……雌ねじ
孔、7……テープ、8……スリーブ、9……充填
材。
Figures 1A to 1C show one embodiment of the present invention;
The figures are front views showing other embodiments, Figure 3A, and Figure 3.
Figure B shows another embodiment, and Figures 4A and 4B are sectional views showing the process of jointing. The figure is a sectional view showing another example of a method of connecting reinforcing bars and threaded rods. 1, 2... Reinforcing bar, 3, 4... Threaded rod, 5, 1
5, 25...Joint member, 5a, 25a...Female screw hole, 7...Tape, 8...Sleeve, 9...Filling material.

Claims (1)

【特許請求の範囲】 1 ねじ棒と、継手部材と、上記ねじ棒と継手部
材とを固定するための固定部材とからなり、 上記ねじ棒は、上記鉄筋より高強度の部材から
なり、連結すべき鉄筋の軸心部に一端側がねじ込
まれ、他端側が鉄筋より突き出て先端が互いに突
き合されており、 上記継手部材は、軸心部に上記ねじ棒をねじ込
むための雌ねじ孔を設け、径が上記鉄筋径以下で
あり、 上記固定部材は、上記継手部材の側端面と上記
鉄筋の対向面との間に配設されており、 上記両ねじ棒は、上記継手部材で上記雌ねじ孔
を介して結合されている ことを特徴とする鉄筋の継手装置。 2 特許請求の範囲第1項において、固定部材は
テープを巻回して構成したことを特徴とする鉄筋
の継手装置。 3 特許請求の範囲第1項において、固定部材は
スリーブとこのスリーブ内に充填する膨張性充填
材とからなることを特徴とする鉄筋の継手装置。
[Claims] 1. Consisting of a threaded rod, a joint member, and a fixing member for fixing the threaded rod and the joint member, the threaded rod is made of a member with higher strength than the reinforcing steel, and the connecting member is One end is screwed into the axial center of the reinforcing bar, and the other end protrudes from the reinforcing bar, with their tips abutting each other. is less than or equal to the diameter of the reinforcing bar, the fixing member is disposed between the side end surface of the joint member and the opposing face of the reinforcing bar, and both threaded rods are connected to each other through the female threaded hole in the joint member. A reinforcing bar joint device characterized in that the reinforcing bars are joined together. 2. The reinforcing bar joint device according to claim 1, wherein the fixing member is constructed by winding a tape. 3. The reinforcing bar joint device according to claim 1, wherein the fixing member comprises a sleeve and an expandable filler filled in the sleeve.
JP1353384A 1984-01-30 1984-01-30 Joint apparatus of iron wire Granted JPS60159244A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1353384A JPS60159244A (en) 1984-01-30 1984-01-30 Joint apparatus of iron wire

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1353384A JPS60159244A (en) 1984-01-30 1984-01-30 Joint apparatus of iron wire

Publications (2)

Publication Number Publication Date
JPS60159244A JPS60159244A (en) 1985-08-20
JPH0437219B2 true JPH0437219B2 (en) 1992-06-18

Family

ID=11835794

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1353384A Granted JPS60159244A (en) 1984-01-30 1984-01-30 Joint apparatus of iron wire

Country Status (1)

Country Link
JP (1) JPS60159244A (en)

Also Published As

Publication number Publication date
JPS60159244A (en) 1985-08-20

Similar Documents

Publication Publication Date Title
JPH0437219B2 (en)
JPS6116414Y2 (en)
JP2570027B2 (en) Joint structure of main reinforcement of PC beam member
JPS6237186B2 (en)
JPH06146219A (en) Joint structure for concrete precast floor board
JPS606495Y2 (en) Joint structure of deformed reinforcing bars for concrete reinforcement
JPH0213630A (en) Joint structure of screw rod body and long nut
JPS601412A (en) Invisible joint joining surface-shaped constitutional memberand manufacture of joining member of said joint
JP3370937B2 (en) How to join wooden members
JPS63174229U (en)
JPH0433300Y2 (en)
JPH0396556A (en) Rebar joint structure
JP3055542U (en) Deformed steel bar joint structure
JPH0748821Y2 (en) Reinforced concrete connection structure for reinforced concrete
JPS6018496Y2 (en) Lap joint of threaded reinforcing bars
JPH0513221B2 (en)
JPS626330Y2 (en)
JPH0979231A (en) Connection fitting of deformed reinforcing bar
JPS60150223U (en) Reinforcement structure for thick-walled openings in nuclear power structures
JP2537453B2 (en) Method of manufacturing wooden structure
JPS637640Y2 (en)
RU2029140C1 (en) Nondetachable butt joint made of composition material
JP2810989B2 (en) Joining method of fiber reinforced plastic bar
JPS63210344A (en) Joint of pc tension material
JPH051545Y2 (en)