JPH0724495Y2 - Reinforcing bar connection structure - Google Patents

Reinforcing bar connection structure

Info

Publication number
JPH0724495Y2
JPH0724495Y2 JP1986087753U JP8775386U JPH0724495Y2 JP H0724495 Y2 JPH0724495 Y2 JP H0724495Y2 JP 1986087753 U JP1986087753 U JP 1986087753U JP 8775386 U JP8775386 U JP 8775386U JP H0724495 Y2 JPH0724495 Y2 JP H0724495Y2
Authority
JP
Japan
Prior art keywords
rebar
reinforcing bar
cage
angle steel
bars
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 - Lifetime
Application number
JP1986087753U
Other languages
Japanese (ja)
Other versions
JPS62199422U (en
Inventor
秀昭 池田
正宏 宮崎
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP1986087753U priority Critical patent/JPH0724495Y2/en
Publication of JPS62199422U publication Critical patent/JPS62199422U/ja
Application granted granted Critical
Publication of JPH0724495Y2 publication Critical patent/JPH0724495Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Reinforcement Elements For Buildings (AREA)

Description

【考案の詳細な説明】 《産業上の利用分野》 この考案は、鉄筋篭を構成する鉄筋の端部同士の連結構
造に関し、特に連結時における施工性の向上を図るよう
にした連結構造に関する。
[Detailed Description of the Invention] << Industrial Application Field >> The present invention relates to a connecting structure of end portions of reinforcing bars forming a reinforcing bar cage, and particularly to a connecting structure designed to improve workability at the time of connecting.

《考案の背景》 例えば高速道路の橋脚には大口径で大深度の基礎を必要
とするため、該基礎に埋設される鉄筋篭も必然的に大口
径化、長大化する傾向にある。
<Background of the Invention> For example, since a pier for an expressway requires a large-diameter and deep-foundation foundation, the reinforcing bar cages embedded in the foundation are inevitably increasing in diameter and length.

鉄筋篭は鉄筋を縦筋と横筋とに分け、篭状に編組したも
のものであるが、大口径,長大化に伴い必然的に各鉄筋
の径もかなり大径となる。そのうえ、縦筋の長さは制約
があるため、大深度化に応じて鉄筋篭の深度方向、すな
わち縦筋を適宜継ぎ足しする必要がある。
Reinforcing bar cages are obtained by dividing the reinforcing bars into longitudinal bars and horizontal bars and braiding them in a cage shape, but the diameter of each reinforcing bar will inevitably become quite large with the increase in diameter and length. Moreover, since the length of the vertical bar is limited, it is necessary to appropriately add the vertical bar in the depth direction of the rebar cage according to the increase in the depth.

縦筋同士の継ぎ足しに際しては、従来は結合しようとす
る鉄筋の端部同士を重合して溶接するか、あるいは端部
間に跨がるように別の接続用鉄筋を設け、接続用鉄筋の
両側と縦筋の端部間を溶接によって連結していた。
When replenishing vertical bars, the ends of the reinforcing bars to be joined have been overlapped and welded, or another connecting reinforcing bar is provided so as to straddle the ends, and both sides of the connecting reinforcing bar are connected. And the ends of the vertical lines were connected by welding.

《考案が解決しようとする問題点》 しかしながら、このような連結構造を大径鉄筋に適用し
た場合には、溶接に時間がかかり施工能率が低い問題点
があった。
<Problems to be solved by the invention> However, when such a connecting structure is applied to a large-diameter reinforcing bar, there is a problem that welding takes a long time and construction efficiency is low.

また、熟練した溶接作業者でなければ結合部の強度の信
頼性に乏しく、しかも鉄筋篭間の取付け精度などにも疑
問が生ずるものであった。
Further, unless a skilled welding operator is used, the reliability of the strength of the joint is poor, and moreover, the mounting accuracy between the rebar cages becomes questionable.

この考案は、このような従来の問題点に鑑みなされたも
のであって、その目的とするところは、この種の大径鉄
筋を短時間にしかも迅速に連結でき、熟練者によらずと
も簡単かつ精度よく施工できる鉄筋の連結構造を提供す
ることにある。
The present invention has been made in view of such conventional problems, and the purpose thereof is to connect large-diameter reinforcing bars of this kind in a short time and quickly, and it is easy even for a skilled person. It is to provide a connecting structure of reinforcing bars that can be installed with high accuracy.

《問題点を解決するための手段》 前記目的を達成するため、この考案は、鉄筋篭を構成す
る鉄筋の長手方向の対向する端部同士を連結する構造で
あって、該連結構造は、結合しようとする各鉄筋の上記
対向する端部にそれぞれ溶接された山形鋼を介して連結
する構造であり、上記各山形鋼を構成する2つの板のう
ちの一方の板を該板の長辺方向が上記鉄筋の長手方向と
なるように上記各鉄筋に溶接し、上記各山形鋼の他方の
板に上記複数の穴を形成し、該複数の穴により、上記各
鉄筋の対向する端部をボルトナット結合としたことを特
徴とする。
<< Means for Solving the Problems >> In order to achieve the above-mentioned object, the present invention is a structure for connecting longitudinally opposed ends of a reinforcing bar constituting a reinforcing bar cage, wherein the connecting structure is a coupling. It is a structure in which each of the reinforcing bars to be connected is connected via the angle steel welded to the opposite ends, and one of the two plates constituting each angle steel is connected to the long side direction of the plate. Is welded to each rebar so as to be in the longitudinal direction of the rebar, the plurality of holes are formed in the other plate of each angle steel, and the plurality of holes are used to bolt opposite ends of the rebar. It is characterized by a nut connection.

《作用》 鉄筋の端部のそれぞれに設けた山形鋼を接合し、その接
合面をボルトナット結合することによって鉄筋の端部同
士の結合が完了するので、短時間に、しかも熟練者によ
らずとも能率良く施工できる。
<Operation> By joining the angle steel provided at each end of the rebar, and by joining the joint surfaces with bolts and nuts, the joining of the ends of the rebar is completed, so that it can be done in a short time and without depending on the skilled person. Both can be constructed efficiently.

また、山形鋼の取付位置精度に応じて精度よく鉄筋を組
立てことができる。
Further, the reinforcing bar can be assembled with high accuracy according to the mounting position accuracy of the angle steel.

《実施例》 以下、この考案の一実施例を図面を用いて詳細に説明す
る。
<< Embodiment >> An embodiment of the present invention will be described below in detail with reference to the drawings.

第1図はこの考案を適用した鉄筋篭の建込工程を示す説
明用断面図、第2図は同鉄筋篭の連結構造を示す要部側
面図、第3図は第2図のIII-III線断面図である。
FIG. 1 is an explanatory sectional view showing a process of constructing a reinforcing bar cage to which the present invention is applied, FIG. 2 is a side view of a main part showing a connecting structure of the reinforcing bar cage, and FIG. 3 is III-III in FIG. It is a line sectional view.

第1図において、地中10に掘削により形成された掘削孔
12内にはすでに先行鉄筋篭14が建込まれていて、鉄筋篭
14は掘削孔12に仮受けにより吊下固定されている。
In Fig. 1, excavation holes formed by excavation in the ground 10
The preceding rebar cage 14 has already been built in 12 and the rebar cage
Reference numeral 14 is suspended and fixed to the excavation hole 12 by a temporary support.

また、先行鉄筋篭14上にはクレーン16に吊り金具18を介
して吊下された後行鉄筋篭20が対向位置決めされてお
り、この状態で各鉄筋篭14,20の縦筋14a,20aはほぼ同一
軸線上となるように位置決めされ、その状態で後行鉄筋
篭20の縦筋20aとの結合作業が行なわれる。
Further, on the preceding rebar cage 14, the trailing rebar cage 20 suspended by the crane 16 via the hanging metal fitting 18 is positioned to face each other, and in this state, the vertical bars 14a and 20a of the rebar cages 14 and 20 are Positioning is performed so as to be substantially on the same axis, and in that state, the connecting work with the vertical reinforcing bar 20a of the trailing reinforcing bar cage 20 is performed.

なお、掘削孔12内に構築される基礎の深度が約100m程度
の大深度の場合、各鉄筋篭14,20の鉄筋は、直径が約35m
m以上の大径鉄筋となる。
In addition, when the depth of the foundation constructed in the excavation hole 12 is about 100 m, the diameter of the rebar of each rebar cage 14 and 20 is about 35 m.
Large diameter rebar with m or more.

前記先行鉄筋篭14の縦筋14aの上端部および後行鉄筋篭2
0の縦筋20aの下端部には、第2図に示すように、山形鋼
24,26がそれぞれ予め溶接によって一体化され、その接
合フランジ面24a,26aを縦方向側面に向けている。
The upper end of the longitudinal bar 14a of the preceding rebar cage 14 and the trailing rebar cage 2
At the lower end of the vertical bar 20a of 0, as shown in FIG.
24 and 26 are integrated by welding in advance, and their joint flange surfaces 24a and 26a are directed to the longitudinal side surfaces.

先・後行鉄筋篭14,20の縦筋14a,20aに固着された山形鋼
24,26のそれぞれのフランジ面24a,26aは相互に対接して
おり、各接合フランジ面24a,26a間を接合した状態でそ
の接合面を貫通して、ボルトBおよびナットNで結合す
ることにより両縦筋14a,20a間を強固に連結する。
Angle steel fixed to the longitudinal bars 14a, 20a of the leading and trailing rebar cages 14, 20
The respective flange surfaces 24a, 26a of 24, 26 are in contact with each other, and the joint flange surfaces 24a, 26a are joined to each other by penetrating the joint surfaces and connecting them with bolts B and nuts N. The two vertical lines 14a and 20a are firmly connected to each other.

この結合状態における組立精度は、各縦筋14,a,20aのそ
れぞれに設けられた山形鋼24,26が水平レベルで一定に
しておけば、それに応じた精度で歪みあるいは曲りなど
を生ずることなく、各縦筋14a,20a同士を接合できる。
Assembling accuracy in this combined state, if the angle steel 24, 26 provided on each of the vertical bars 14, a, 20a is kept constant at the horizontal level, distortion or bending will not occur with the corresponding accuracy. The vertical stripes 14a and 20a can be joined together.

《考案の効果》 以上各実施例で説明したように、この考案に係る鉄筋の
連結構造によれば、従来の溶接による連結構造に比し
て、ボルトおよびナットによって機械的に鉄筋篭を連結
するので、鉄筋の継ぎ足しに要する時間が短縮化され、
施工能率が大幅に向上する。
<Effect of Device> As described in each of the above embodiments, according to the connecting structure of the reinforcing bar according to the present invention, the reinforcing bar cage is mechanically connected by the bolt and the nut, as compared with the conventional connecting structure by welding. Therefore, the time required to add rebar is shortened,
Construction efficiency is greatly improved.

また、連結位置における組立精度は、予め各鉄筋に溶接
してある山形鋼の取付位置精度に応じて精度よく連結で
きるので、結果的に組上がった鉄筋篭は歪みやそり,曲
りなどがなく、高精度に組上げることができる。
In addition, the assembly accuracy at the connection position can be accurately connected according to the mounting position accuracy of the angle steel that has been welded to each rebar in advance, so the resulting rebar cage does not have distortion, warpage, or bending, Can be assembled with high precision.

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

第1図はこの発明を適用した鉄筋篭同士の接合構造を示
す全体図、第2図は縦筋の連結部分の詳細を示す部分
図、第3図は第2図のIII-III線断面図である。 14……先行鉄筋篭、14a……縦筋 20……後行鉄筋篭、20a……縦筋 24……一方の山形鋼、 26……他方の山形鋼 24a,26a……接合フランジ面 B……ボルト、N……ナット
FIG. 1 is an overall view showing a joining structure of reinforcing bar cages to which the present invention is applied, FIG. 2 is a partial view showing details of a connecting portion of vertical bars, and FIG. 3 is a sectional view taken along line III-III of FIG. Is. 14 …… Leading rebar cage, 14a …… Longitudinal line 20 …… Rearward rebar basket, 20a …… Longitudinal line 24 …… One chevron steel, 26 …… Other chevron steel 24a, 26a …… Joint flange surface B… … Bolts, N… nuts

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】鉄筋篭を構成する鉄筋の長手方向の対向す
る端部同士を連結する構造であって、該連結構造は、結
合しようとする各鉄筋の上記対向する端部にそれぞれ溶
接された山形鋼を介して連結する構造であり、上記各山
形鋼を構成する2つの板のうちの一方の板を該板の長辺
方向が上記鉄筋の長手方向となるように上記各鉄筋に溶
接し、上記各山形鋼の他方の板に上記複数の穴を形成
し、該複数の穴により、上記各鉄筋の対向する端部をボ
ルトナット結合としたことを特徴とする鉄筋の連結構
造。
1. A structure for connecting longitudinally opposed ends of a rebar constituting a rebar cage, wherein the connecting structure is welded to the opposed ends of the rebars to be joined. It has a structure in which the angle steel is connected, and one of the two plates forming each angle steel is welded to each rebar so that the long side direction of the plate is the longitudinal direction of the rebar. A connecting structure for reinforcing bars, characterized in that the plurality of holes are formed in the other plate of each chevron, and the opposing ends of the reinforcing bars are bolt-nut coupled by the plurality of holes.
JP1986087753U 1986-06-11 1986-06-11 Reinforcing bar connection structure Expired - Lifetime JPH0724495Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986087753U JPH0724495Y2 (en) 1986-06-11 1986-06-11 Reinforcing bar connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986087753U JPH0724495Y2 (en) 1986-06-11 1986-06-11 Reinforcing bar connection structure

Publications (2)

Publication Number Publication Date
JPS62199422U JPS62199422U (en) 1987-12-18
JPH0724495Y2 true JPH0724495Y2 (en) 1995-06-05

Family

ID=30945246

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986087753U Expired - Lifetime JPH0724495Y2 (en) 1986-06-11 1986-06-11 Reinforcing bar connection structure

Country Status (1)

Country Link
JP (1) JPH0724495Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5137291U (en) * 1974-09-11 1976-03-19

Also Published As

Publication number Publication date
JPS62199422U (en) 1987-12-18

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