JPH0674716U - Reinforced concrete connection structure for reinforced concrete - Google Patents
Reinforced concrete connection structure for reinforced concreteInfo
- Publication number
- JPH0674716U JPH0674716U JP1636793U JP1636793U JPH0674716U JP H0674716 U JPH0674716 U JP H0674716U JP 1636793 U JP1636793 U JP 1636793U JP 1636793 U JP1636793 U JP 1636793U JP H0674716 U JPH0674716 U JP H0674716U
- Authority
- JP
- Japan
- Prior art keywords
- coupler
- groove
- reinforced concrete
- male coupler
- female
- 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.)
- Granted
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
(57)【要約】
【目的】 取付接合しようとする場所での作業をできる
だけ簡便に行うことのできる鉄筋コンクリート用鉄筋の
接続構造を提供すること。
【構成】 接続すべき一方の鉄筋(1A)を挿入する孔
(21)を有する雄カプラ2と、接続すべき他方の鉄筋
(1B)を挿入する孔(31)を有していて、前記雄カ
プラ(2)に嵌め合う雌カプラ(3)と、両カプラ
(2、3)を結合するスナップリング(4)とからな
り、雄カプラ(2)の外周に全周にわたり数条の鋸歯条
の溝(22)が形成されており、また雌カプラ(3)の
内周に全周にわたり雄カプラ(2)の前記鋸歯状の溝
(22)に対応する位置に溝(32)が形成されている
接続金具を用いて鉄筋コンクリート用鉄筋の接続を行う
こと。
(57) [Abstract] [Purpose] To provide a connecting structure of a reinforcing bar for reinforced concrete, which enables the work at the place where the attachment and joining are to be performed as easily as possible. A male coupler 2 having a hole (21) into which one rebar (1A) to be connected is inserted, and a hole (31) into which the other rebar (1B) to be connected is inserted. It consists of a female coupler (3) that fits into the coupler (2) and a snap ring (4) that connects both couplers (2, 3). A groove (22) is formed, and a groove (32) is formed on the inner circumference of the female coupler (3) at a position corresponding to the sawtooth groove (22) of the male coupler (2). Connect the reinforcing bars for reinforced concrete using the existing connection fittings.
Description
【0001】[0001]
本考案は、鉄筋コンクリート用鉄筋の接続構造に関する。 The present invention relates to a connecting structure for reinforcing bars for reinforced concrete.
【0002】[0002]
鉄筋コンクリート用鉄筋の接合方法としては、従来、次の構造のものが採用さ れている。 Conventionally, the following structure has been adopted as the joining method for reinforcing bars for reinforced concrete.
【0003】 接続すべき鉄筋の端部を重ね合せて結束線で接合するもの、加熱して圧着する もの、各種の継手金物により接合するもの。One in which the ends of the reinforcing bars to be connected are superposed and joined by a binding wire, one that is heated and crimped, and one that is joined by various types of joint hardware.
【0004】[0004]
しかし、従来方法による場合には、次の問題点があった。 However, the conventional method has the following problems.
【0005】 構造物の鉄筋が密集した箇所の場合、例えば、柱、梁の鉄筋をプレファブ化し たものどうしの各鉄筋を接合しようとする場合、従来方法による場合、実際に取 付け接合しようとする場所ですべての接合作業を行う必要があり、現場での鉄筋 接合作業に多くの人手と時間を要するものであった。In the case where the reinforcing bars of a structure are dense, for example, when trying to join the reinforcing bars of columns and beams to each other by prefabricating, when using the conventional method, actually attaching and joining It was necessary to carry out all the joining work in the place, and it took a lot of manpower and time to carry out the joining work of the reinforcing bars on site.
【0006】 したがって、本考案は、取付接合しようとする場所での作業をできるだけ簡便 に行うことのできる鉄筋コンクリート用鉄筋の接続構造を提供することを目的と してなされたものである。[0006] Therefore, the present invention has been made for the purpose of providing a connecting structure of a reinforcing bar for a reinforced concrete, which can perform work in a place where attachment and joining are to be performed as easily as possible.
【0007】[0007]
本考案の鉄筋コンクリート用鉄筋の接続構造によれば、接続すべき一方の鉄筋 を挿入する孔を有する雄カプラと、接続すべき他方の鉄筋を挿入する孔を有して いて前記雄カプラに嵌め合う雌カプラと、両カプラを結合するスナップリングと からなり、雄カプラの外周に全周にわたり数条の鋸歯状の溝が形成されており、 また雌カプラの内周に全周にわたり雄カプラの前記鋸歯状の溝に対応する位置に 溝が形成されており、雄カプラ及び雌カプラを各々予め接続すべき鉄筋に固定し ておき、雌カプラの前記溝にスナップリングを嵌め込み、雄カプラを雌カプラに 挿入しスナップリングが雌カプラの溝と雄カプラの鋸歯状の溝にわたり嵌め込ま れることにより両カプラを結合している。 According to the connecting structure of a reinforcing bar for reinforced concrete of the present invention, a male coupler having a hole for inserting one reinforcing bar to be connected and a hole for inserting the other reinforcing bar to be connected are fitted to the male coupler. It consists of a female coupler and a snap ring that connects both couplers.There are several serrated grooves formed all around the outer circumference of the male coupler, and the male coupler described above Grooves are formed at the positions corresponding to the serrated grooves.The male coupler and the female coupler are fixed to the reinforcing bars to be connected in advance, and the snap ring is fitted into the groove of the female coupler to attach the male coupler to the female coupler. , And the snap ring is fitted over the groove of the female coupler and the serrated groove of the male coupler to connect both couplers.
【0008】[0008]
雄カプラ及び雌カプラを各々予め接続すべき鉄筋に固定しておく。雌カプラの 溝にスナップリングを嵌め込み、雄カプラを雌カプラに挿入する。スナップリン グは雌カプラの溝と雄カプラの鋸歯状の溝にわたり嵌め込まれて両カプラを結合 し、鉄筋コンクリート用鉄筋を接続する。 The male coupler and the female coupler are respectively fixed to the reinforcing bars to be connected in advance. Fit the snap ring into the groove of the female coupler and insert the male coupler into the female coupler. The snap ring is fitted over the groove of the female coupler and the serrated groove of the male coupler to connect both couplers and to connect the reinforced concrete rebar.
【0009】[0009]
以下、図面を参照して本考案の実施例を説明する。 Embodiments of the present invention will be described below with reference to the drawings.
【0010】 図において、1A、1Bは接続すべき鉄筋コンクリート用鉄筋である。鉄筋1 Aと1Bを接続する接続金物は、接続すべき一方の鉄筋1Aを挿入する孔21を 有する雄カプラ2と、接続すべき他方の鉄筋1Bを挿入する孔31を有していて 前記雄カプラ2に嵌め合う雌カプラ3と、両カプラ2、3を結合するスナップリ ング4とからなっている。雄カプラ2の外周に全周にわたり数条の鋸歯状の溝、 図示の例では2条の鋸歯状の溝22が形成されており、また、雌カプラ3の内周 に全周にわたり雄カプラ2の前記鋸歯状の溝22に対応する位置に溝32が形成 されている。In the figure, 1A and 1B are reinforcing bars for reinforced concrete to be connected. The connecting hardware for connecting the reinforcing bars 1A and 1B has a male coupler 2 having a hole 21 for inserting one reinforcing bar 1A to be connected, and a hole 31 for inserting the other reinforcing bar 1B to be connected. It comprises a female coupler 3 that fits into the coupler 2 and a snap ring 4 that connects both couplers 2 and 3. On the outer circumference of the male coupler 2, several serrated grooves are formed over the entire circumference, and in the illustrated example, two serrated grooves 22 are formed. Also, on the inner circumference of the female coupler 3, the male coupler 2 is covered over the entire circumference. A groove 32 is formed at a position corresponding to the saw-toothed groove 22.
【0011】 雄カプラ2及び雌カプラ3を各々予め接続すべき鉄筋1A、1Bに固定してお く。固定の方法としては、図1においてA部を圧着あるいは接着等の適当な方法 で結合する。また鉄筋1A、1Bの端部にネジを有する場合には両カプラ2、3 に、雌ネジを形成しておきネジ込みにより固定してもよい。The male coupler 2 and the female coupler 3 are respectively fixed to the reinforcing bars 1A and 1B to be connected in advance. As a fixing method, the portion A in FIG. 1 is joined by an appropriate method such as pressure bonding or adhesion. When the reinforcing bars 1A and 1B have screws at their ends, female screws may be formed on both couplers 2 and 3 and fixed by screwing.
【0012】 鉄筋1Aと1Bを接合するには、雌カプラ3の溝32にスナップリング4を嵌 め込み、図3及び図4に示すように、雄カプラ2を雌カプラ3に挿入すると、ス ナップリング4が広がり、雄カプラ2の溝22の位置にスナップリング4がくる とスナップリング4は再び原形に戻る。雄カプラ2を雌カプラ3に完全に挿入し た状態では、図1に示すように、2つのスナップリング4が共に雌カプラ3の溝 32と雄カプラ2の溝22にわたり嵌め込まれ両カプラ2、3は締結される。雄 カプラ2に形成された溝22は鋸歯状の溝であるので、両カプラ2、3とスナッ プリング4とでワンウエイクラッチが形成される。To join the reinforcing bars 1A and 1B, the snap ring 4 is fitted into the groove 32 of the female coupler 3, and the male coupler 2 is inserted into the female coupler 3 as shown in FIGS. When the nap ring 4 spreads and the snap ring 4 comes to the position of the groove 22 of the male coupler 2, the snap ring 4 returns to its original shape again. In the state where the male coupler 2 is completely inserted into the female coupler 3, as shown in FIG. 1, the two snap rings 4 are fitted into the groove 32 of the female coupler 3 and the groove 22 of the male coupler 2, and both couplers 2, 3 is concluded. Since the groove 22 formed in the male coupler 2 is a sawtooth groove, the one-way clutch is formed by the couplers 2 and 3 and the snap ring 4.
【0013】 両カプラ2、3の溝22、32の条数及びスナップリング4の数は、接合の条 件によるもので特に規定しない。The number of grooves 22 and 32 of both couplers 2 and 3 and the number of snap rings 4 depend on the joining condition and are not particularly specified.
【0014】[0014]
本考案は、雄カプラ及び雌カプラを予め接続すべき鉄筋に取付けておき、取付 接合しようとする場所、すなわち現場では両カプラを嵌め合せるだけでワンタッ チで両カプラは結合されて、鉄筋の接続を行うことができ、したがって現場での 鉄筋接続作業の人手と時間を大幅に低減することができる。 In the present invention, the male coupler and the female coupler are attached to the rebars to be connected in advance, and at the place where the attachment and joining are to be performed, that is, both couplers are simply fitted together at the place where they are to be joined. Therefore, it is possible to significantly reduce the manpower and time required for the work of connecting the reinforcing bars in the field.
【図1】本考案の実施例に係る鉄筋接続金物で鉄筋を接
続した状態の縦断面図。FIG. 1 is a vertical cross-sectional view showing a state in which a reinforcing bar is connected by a reinforcing bar connecting hardware according to an embodiment of the present invention.
【図2】図1のB−B線断面図。FIG. 2 is a sectional view taken along line BB of FIG.
【図3】本考案の実施例に係る鉄筋接続金物を用いて鉄
筋を接続する第1工程図。FIG. 3 is a first process diagram of connecting the reinforcing bars by using the reinforcing bar connecting hardware according to the embodiment of the present invention.
【図4】本考案の実施例に係る鉄筋接続金物を用いて鉄
筋を接続する第2工程図。FIG. 4 is a second process diagram of connecting the reinforcing bars by using the reinforcing bar connecting hardware according to the embodiment of the present invention.
1A、1B・・・鉄筋 2・・・雄カプラ 3・・・雌カプラ 4・・・スナップリング 21・・・鉄筋挿入孔 22・・・溝 31・・・鉄筋挿入孔 32・・・溝 1A, 1B ... Reinforcing bar 2 ... Male coupler 3 ... Female coupler 4 ... Snap ring 21 ... Reinforcing bar insertion hole 22 ... Groove 31 ... Reinforcing bar insertion hole 32 ... Groove
Claims (1)
する雄カプラと、接続すべき他方の鉄筋を挿入する孔を
有していて前記雄カプラに嵌め合う雌カプラと、両カプ
ラを結合するスナップリングとからなり、雄カプラの外
周に全周にわたり数条の鋸歯状の溝が形成されており、
また雌カプラの内周に全周にわたり雄カプラの前記鋸歯
状の溝に対応する位置に溝が形成されており、雄カプラ
及び雌カプラを各々予め接続すべき鉄筋に固定してお
き、雌カプラの前記溝にスナップリングを嵌め込み、雄
カプラを雌カプラに挿入しスナップリングが雌カプラの
溝と雄カプラの鋸歯状の溝にわたり嵌め込まれることに
より両カプラを結合してなることを特徴とする鉄筋コン
クリート用鉄筋の接続構造。1. A male coupler having a hole into which one reinforcing bar to be connected is inserted, a female coupler having a hole into which the other reinforcing bar to be connected is fitted and fitted into the male coupler, and both couplers are coupled. It consists of a snap ring and has several sawtooth grooves formed all around the outer circumference of the male coupler.
Further, a groove is formed on the inner circumference of the female coupler at a position corresponding to the saw-toothed groove of the male coupler, and the male coupler and the female coupler are fixed to the reinforcing bars to be connected in advance, respectively. The reinforced concrete is characterized in that a snap ring is fitted into the groove of, the male coupler is inserted into the female coupler, and the snap ring is fitted over the groove of the female coupler and the serrated groove of the male coupler so as to connect both couplers. Reinforcing bar connection structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1636793U JPH0748821Y2 (en) | 1993-04-02 | 1993-04-02 | Reinforced concrete connection structure for reinforced concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1636793U JPH0748821Y2 (en) | 1993-04-02 | 1993-04-02 | Reinforced concrete connection structure for reinforced concrete |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0674716U true JPH0674716U (en) | 1994-10-21 |
JPH0748821Y2 JPH0748821Y2 (en) | 1995-11-08 |
Family
ID=11914350
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1636793U Expired - Lifetime JPH0748821Y2 (en) | 1993-04-02 | 1993-04-02 | Reinforced concrete connection structure for reinforced concrete |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0748821Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003056790A (en) * | 2001-08-10 | 2003-02-26 | Kajima Corp | Corrosion resistant seal structure, and regenerative conduit of existing sewer having it |
-
1993
- 1993-04-02 JP JP1636793U patent/JPH0748821Y2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003056790A (en) * | 2001-08-10 | 2003-02-26 | Kajima Corp | Corrosion resistant seal structure, and regenerative conduit of existing sewer having it |
JP4672208B2 (en) * | 2001-08-10 | 2011-04-20 | 鹿島建設株式会社 | Corrosion-resistant seal structure and existing pipe rehabilitation pipe having the structure |
Also Published As
Publication number | Publication date |
---|---|
JPH0748821Y2 (en) | 1995-11-08 |
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