JPH09209505A - Protective cap of joint for screw reinforcing bar - Google Patents

Protective cap of joint for screw reinforcing bar

Info

Publication number
JPH09209505A
JPH09209505A JP1792796A JP1792796A JPH09209505A JP H09209505 A JPH09209505 A JP H09209505A JP 1792796 A JP1792796 A JP 1792796A JP 1792796 A JP1792796 A JP 1792796A JP H09209505 A JPH09209505 A JP H09209505A
Authority
JP
Japan
Prior art keywords
joint
cap
screw
screw hole
mould
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
Application number
JP1792796A
Other languages
Japanese (ja)
Inventor
Hiroshi Imai
博 今井
Shigeo Kosone
茂雄 小曽根
Yasuharu Abe
康晴 阿部
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.)
Tokyo Tekko Co Ltd
Original Assignee
Tokyo Tekko 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 Tokyo Tekko Co Ltd filed Critical Tokyo Tekko Co Ltd
Priority to JP1792796A priority Critical patent/JPH09209505A/en
Publication of JPH09209505A publication Critical patent/JPH09209505A/en
Pending legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To sharply reduce the fitting cost by forming the protective cap of the screw hole of a joint for a screw reinforcing bar into a screw shaft screwed into the screw hole or an elastically fitted tapered pin. SOLUTION: A joint 11 is fastened and fixed by a lock nut 13 to the end section of a screw reinforcing bar 12 arranged in a mould 10. The shaft section 17 of a cap 16 is screwed into the screw hole 14 of the joint 11 from a cap hole 15 bored on the mould 10, and the position of the joint 11 against the mould 10 is fixed. Concrete is placed in the mould 10 to form a reinforced concrete structure. After concrete is placed, the cap 16 is removed from the joint 11 and the mould 10, and the mould 10 is removed from the reinforced concrete structure. The shaft section 17 of the cap 16 is again screwed into the screw the 14 of the joint 11, and the screw hole 14 is protected from the mingling of sediment. The drift of the joint 11 is prevented when concrete is placed, and the accurate reinforced concrete structure can be obtained.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、鉄筋コンクリート
構造体のねじ鉄筋用継手のねじ孔を保護するキャップの
改良に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement in a cap for protecting a screw hole of a screw reinforcing bar joint of a reinforced concrete structure.

【0002】[0002]

【従来の技術】鉄筋コンクリート構造体は、型枠に配置
したねじ鉄筋の一端部に継手の一端部を螺合させ、その
型枠内にコンクリートを打ち込んで製造する。このと
き、継手の他端部のねじ孔へ打設したコンクリートが流
入することを防止するため、特開平5−171740号
に開示されているように、継手の他端部ねじ孔の入口に
鉄板製の皿状のキャップをスポット溶接していた。
2. Description of the Related Art Reinforced concrete structures are manufactured by screwing one end of a joint into one end of a screw rebar arranged in a formwork and driving concrete into the formwork. At this time, in order to prevent concrete poured into the screw hole at the other end of the joint from flowing in, as disclosed in JP-A-5-171740, an iron plate is provided at the inlet of the screw hole at the other end of the joint. The dish-shaped cap made of steel was spot-welded.

【0003】[0003]

【発明が解決しようとする課題】鉄板製のキャップを継
手の他端部ねじ孔の入口にスポット溶接する作業は手間
を要するため、コスト増大の原因となっていた。又、近
年、コンクリート構造体の精度向上が要求されている
が、コンクリートの打設時に継手がずれるため、この要
求に応えることは難しかった。
The work of spot-welding the cap made of an iron plate to the entrance of the screw hole at the other end of the joint requires time and effort, which causes an increase in cost. Further, in recent years, it has been required to improve the accuracy of the concrete structure, but it is difficult to meet this demand because the joint is displaced when the concrete is poured.

【0004】本発明はこれらの問題を解決するためにな
されたものであり、その目的とするところは、スポット
溶接をしなくても継手に取り付けることが可能であり、
かつ鉄筋コンクリート構造体の精度向上にも役立つキャ
ップを提供することにある。
The present invention has been made to solve these problems, and the purpose thereof is to be able to attach to a joint without spot welding.
Another object is to provide a cap that also helps improve the accuracy of reinforced concrete structures.

【0005】[0005]

【課題を解決するための手段】前記目的を達成するた
め、本発明が採用する手段は、軸部とそれより大径の頭
部からなる合成樹脂成形品のキャップにおいて、その軸
部を継手のねじ孔に螺合するねじ軸、又は弾性的に嵌合
するピン軸に形成したことにある。キャップの軸部を継
手のねじ孔に螺合するねじ軸としたときは、頭部はスパ
ナを掛ける6角形とし、軸部をねじ孔に弾性的に嵌合す
るストレート又はテーパ状のピン軸としたときは、頭部
は円盤形とする。
In order to achieve the above-mentioned object, the means adopted by the present invention is a cap of a synthetic resin molded article comprising a shaft portion and a head having a diameter larger than that of the shaft portion. It is formed on a screw shaft that is screwed into a screw hole or a pin shaft that is elastically fitted. When the shaft of the cap is a screw shaft that is screwed into the screw hole of the joint, the head is hexagonal with a wrench, and the shaft is a straight or tapered pin shaft that elastically fits into the screw hole. When it is done, the head should be disk-shaped.

【0006】[0006]

【発明の実施の形態】鉄筋コンクリート構造体打設用型
枠の継手ねじ孔と同軸位置にキャップ用穴をあけてお
く。型枠の外側からキャップの軸部をキャップ用穴に通
して継手に嵌着する。型枠にコンクリートを流して鉄筋
コンクリート構造体を打設する。キャップを打設した鉄
筋コンクリート構造体から外す。型枠を鉄筋コンクリー
ト構造体から外した後に再び軸部を継手のねじ孔にはめ
込む。型枠の外側からキャップの軸部を通して継手のね
じ孔に螺着するか、又はねじ孔に強く押し込んで弾性的
に嵌着すると、継手は型枠と一体に結合するから、コン
クリート打設時にずれるおそれは全くない。
BEST MODE FOR CARRYING OUT THE INVENTION A cap hole is formed at a position coaxial with a joint screw hole of a reinforced concrete structure casting formwork. The shaft portion of the cap is passed through the hole for the cap from the outside of the mold and fitted into the joint. Pour concrete into the formwork and place a reinforced concrete structure. Remove the cap from the reinforced concrete structure. After removing the formwork from the reinforced concrete structure, the shank is fitted into the screw hole of the joint again. When screwed into the screw hole of the joint from the outside of the form through the shaft part of the cap, or when it is pressed firmly into the screw hole and elastically fitted, the joint is integrally connected with the form, so it shifts when placing concrete. There is no fear.

【0007】コンクリート打設後、キャップを一度継手
から外して型枠を打設した構造体から外し、再びキャッ
プを同じ継手にはめ込んで、継手に異物が入り込むこと
を防止する。
After the concrete has been cast, the cap is once removed from the joint to remove it from the structure in which the form has been cast, and the cap is fitted into the same joint again to prevent foreign matter from entering the joint.

【0008】[0008]

【実施例】本発明のキャップを図面に示す実施例に基づ
いて説明する。図1は第1実施例を示すものであり、図
1(a)に示すように、型枠10の内部にねじ鉄筋12を配
置する。ねじ鉄筋12の一端部に継手11をはめ、ロックナ
ット13により継手11をねじ鉄筋12に締め付け固定する。
継手11の打継ぎ側端面は型枠10の内面に接する。型枠10
には継手11のねじ孔14と同軸でそれよりも少し大きい内
径のキャップ用穴15をあけておく。そのキャップ用穴15
から矢印で示すように、キャップ16の軸部17を挿入す
る。キャップ16は合成樹脂製の成形品であり、頭部18は
6角形であるから、スパナを掛けて回すことができる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The cap of the present invention will be described based on the embodiments shown in the drawings. FIG. 1 shows a first embodiment, and as shown in FIG. 1A, a screw rebar 12 is arranged inside a form 10. The joint 11 is fitted to one end of the screw reinforcing bar 12, and the joint 11 is tightened and fixed to the screw reinforcing bar 12 by the lock nut 13.
The end surface of the joint 11 on the jointing side is in contact with the inner surface of the mold 10. Formwork 10
A hole 15 for a cap, which is coaxial with the screw hole 14 of the joint 11 and has a slightly larger inner diameter than the screw hole 14, is formed in this. Hole for that cap 15
The shank 17 of the cap 16 is inserted as indicated by the arrow. Since the cap 16 is a molded product made of synthetic resin and the head 18 is hexagonal, it can be turned by applying a spanner.

【0009】図1(b)に示すように、型枠10のキャッ
プ用穴15に通したキャップ16の軸部17を継手11のねじ孔
14にねじ込み、継手11の型枠10に対する位置を固定す
る。ついで、型枠10にコンクリートを打設して鉄筋コン
クリート構造体を形成する。このとき、継手11のねじ孔
14はキャップ16によって完全に封鎖されているから、内
部にコンクリートが流入するおそれは全くない。又、継
手11はキャップ16によって型枠10と一体に固定されてい
るから、コンクリート打設により、継手11の位置がずれ
るおそれもない。したがって、従来よりも高精度の鉄筋
コンクリート構造体が得られる。
As shown in FIG. 1 (b), the shaft portion 17 of the cap 16 which is passed through the cap hole 15 of the mold 10 is attached to the screw hole of the joint 11.
Screw into 14 to fix the position of the joint 11 to the formwork 10. Then, concrete is poured into the formwork 10 to form a reinforced concrete structure. At this time, the screw hole of fitting 11
Since the cap 14 is completely sealed by the cap 16, there is no risk of concrete flowing inside. Further, since the joint 11 is fixed integrally with the mold 10 by the cap 16, there is no possibility that the position of the joint 11 will be displaced due to concrete pouring. Therefore, a reinforced concrete structure with higher accuracy than before can be obtained.

【0010】図1(c)に示すように、コンクリート打
設後、矢印で示すように、キャップ16を継手11と型枠10
から外し、ついで、型枠10を鉄筋コンクリート構造体か
ら外す。その後、図1(d)に示すように、キャップ16
の軸部17を再び継手11のねじ孔14にねじ込んでねじ孔14
を封鎖し、ねじ孔14を土砂等の混入から保護する。キャ
ップ16の軸部17はねじ軸に限る必要はなく、図2の第2
実施例に示すように、頭付きストレートピンとすること
も可能である。この場合、頭部18はスパナを掛けないか
ら、円盤状でよいが、軸部17の外径は継手のねじ孔の無
い継より少し大きくし、継手のねじ孔に弾性的に嵌着さ
せる。
As shown in FIG. 1 (c), after placing concrete, a cap 16 is attached to the joint 11 and the form 10 as shown by an arrow.
Then, the formwork 10 is removed from the reinforced concrete structure. Then, as shown in FIG. 1D, the cap 16
Screw the shaft part 17 into the screw hole 14 of the joint 11 again to
To protect the screw hole 14 from contamination such as earth and sand. The shaft portion 17 of the cap 16 does not need to be limited to the screw shaft.
As shown in the embodiment, a headed straight pin may be used. In this case, since the head portion 18 does not have a wrench, it may be disk-shaped, but the outer diameter of the shaft portion 17 is made slightly larger than that of the joint having no screw hole, and elastically fitted in the screw hole of the joint.

【0011】図3の第3実施例に示すように、キャップ
16の軸部17は頭付きテーパピンとすることも可能であ
る。ねじ孔に弾性的に嵌着させるため、軸部17は先端径
を継手のねじ孔内径よりも小さく、根元径を継手のねじ
孔内径よりも大きく形成する。
As shown in the third embodiment of FIG. 3, the cap
The shaft portion 17 of 16 can be a tapered pin with a head. In order to elastically fit into the screw hole, the shaft portion 17 has a tip diameter smaller than the screw hole inner diameter of the joint and a root diameter larger than the screw hole inner diameter of the joint.

【0012】[0012]

【発明の効果】上記のとおり、本発明のキャップは、従
来の継手の打継ぎ側端面にスポット溶接しなければなら
なかったものとは異なり、継手のねじ孔にねじ込むか又
は押し込むだけで簡単に取り付けることができるから、
取付に要するコストを大幅に低減することができるだけ
でなく、鉄筋コンクリート構造体の成形時に、型枠と継
手を一体に固定してコンクリート打設時の継手のずれを
防止することができるから、従来よりも精度の良好な鉄
筋コンクリート構造体を生産することができるという優
れた効果を奏する。
As described above, the cap of the present invention is different from the conventional one in which the end face of the joint on the splice side must be spot-welded, and can be easily screwed or pushed into the screw hole of the joint. Because it can be attached
Not only can the cost required for installation be significantly reduced, but when molding reinforced concrete structures, the formwork and joints can be fixed together to prevent slippage of the joints during concrete placement. Also has an excellent effect that a highly accurate reinforced concrete structure can be produced.

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

【図1】は本発明の第1実施例のキャップを使用して鉄
筋コンクリート構造体を打設する工程を示す断面図であ
り、(a)は型枠にねじ鉄筋と共に配置した継手にキャ
ップを取り付ける工程を、(b)はコンクリート打設工
程を、(c)は打設した鉄筋コンクリート構造体からキ
ャップと型枠を外す工程を、(d)はキャップを再び鉄
筋コンクリート構造体の継手に取り付ける工程を、それ
ぞれ示す。
FIG. 1 is a cross-sectional view showing a step of placing a reinforced concrete structure using the cap according to the first embodiment of the present invention, and FIG. 1 (a) is a view showing how a cap is attached to a joint arranged with a screw rebar in a formwork. The steps are: (b) a concrete placing step, (c) a step of removing the cap and the formwork from the placed reinforced concrete structure, and (d) a step of attaching the cap to the joint of the reinforced concrete structure again. Shown respectively.

【図2】は本発明の第2実施例のキャップを示す斜視
図、
FIG. 2 is a perspective view showing a cap of a second embodiment of the present invention,

【図3】は本発明の第3実施例のキャップを示す斜視
図、
FIG. 3 is a perspective view showing a cap of a third embodiment of the present invention,

【符号の説明】[Explanation of symbols]

10:型枠、 11:ねじ鉄筋、 12:継手、 13:ロックナット、 14:ねじ孔、 15:キャップ用穴、 16:キャップ、 17:軸部、 18:頭部 10: Formwork, 11: Screw rebar, 12: Fitting, 13: Lock nut, 14: Screw hole, 15: Cap hole, 16: Cap, 17: Shaft part, 18: Head part

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 軸部(17)とそれより大径の頭部(18)
とからなる合成樹脂製のキャップ(16)であって、前記
軸部(17)はねじ鉄筋用継手(11)のねじ孔(14)に螺
合するねじ軸であり、前記頭部はスパナの掛かる多角形
であることを特徴とするねじ鉄筋用継手の保護キャッ
プ。
1. A shank (17) and a head (18) having a larger diameter than that.
A cap (16) made of synthetic resin, the shaft portion (17) is a screw shaft screwed into the screw hole (14) of the joint (11) for the screw reinforcing bar, and the head portion is a wrench. A protective cap for a screw rebar joint, which is a hanging polygon.
【請求項2】 軸部(17)と、その軸部より大径の頭部
(18)とからなる合成樹脂製のキャップ(16)であっ
て、前記軸部(17)はねじ鉄筋用継手(11)の孔(14)
に弾性的に嵌合するストレート又はテーパ状のピン軸で
あることを特徴とするねじ鉄筋用継手の保護キャップ。
2. A synthetic resin cap (16) comprising a shaft portion (17) and a head portion (18) having a diameter larger than that of the shaft portion, wherein the shaft portion (17) is a joint for screw rebars. Hole in (11) (14)
A protective cap for a screw rebar joint, which is a straight or tapered pin shaft that elastically fits into the.
JP1792796A 1996-02-02 1996-02-02 Protective cap of joint for screw reinforcing bar Pending JPH09209505A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1792796A JPH09209505A (en) 1996-02-02 1996-02-02 Protective cap of joint for screw reinforcing bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1792796A JPH09209505A (en) 1996-02-02 1996-02-02 Protective cap of joint for screw reinforcing bar

Publications (1)

Publication Number Publication Date
JPH09209505A true JPH09209505A (en) 1997-08-12

Family

ID=11957416

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1792796A Pending JPH09209505A (en) 1996-02-02 1996-02-02 Protective cap of joint for screw reinforcing bar

Country Status (1)

Country Link
JP (1) JPH09209505A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007198086A (en) * 2006-01-30 2007-08-09 M Tec:Kk Bi-stress construction method for fixing compression pc steel bar to precast concrete beam
JP2014114556A (en) * 2012-12-06 2014-06-26 Spacer Kogyo:Kk Mortar plug for cone or insert
JP2021156036A (en) * 2020-03-27 2021-10-07 鹿島建設株式会社 Installation mechanism and installation method of reception plate and joint

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007198086A (en) * 2006-01-30 2007-08-09 M Tec:Kk Bi-stress construction method for fixing compression pc steel bar to precast concrete beam
JP2014114556A (en) * 2012-12-06 2014-06-26 Spacer Kogyo:Kk Mortar plug for cone or insert
JP2021156036A (en) * 2020-03-27 2021-10-07 鹿島建設株式会社 Installation mechanism and installation method of reception plate and joint

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