JP2867878B2 - Reinforcing bar vertical bar joining method - Google Patents
Reinforcing bar vertical bar joining methodInfo
- Publication number
- JP2867878B2 JP2867878B2 JP6130225A JP13022594A JP2867878B2 JP 2867878 B2 JP2867878 B2 JP 2867878B2 JP 6130225 A JP6130225 A JP 6130225A JP 13022594 A JP13022594 A JP 13022594A JP 2867878 B2 JP2867878 B2 JP 2867878B2
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing
- bars
- vertical
- reinforcing bar
- sleeve tube
- 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 - Fee Related
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、鉄筋籠と鉄筋籠とを上
下に接合して鉄筋を組み立てていく際の鉛直筋の接合方
法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of joining vertical bars when assembling a reinforcing bar by vertically connecting a reinforcing bar cage and a reinforcing bar cage.
【0002】[0002]
【従来の技術】鉄筋の継手としては、鉄筋の端部を相互
に重ね合わせて接合する「重ね継手」の他、鉄筋の両端
を突き合わせて接合する「溶接継手」、「圧着継手」、
「ねじ継手」などが知られている。2. Description of the Related Art As joints of reinforcing bars, there are "lap joints" in which ends of reinforcing bars are overlapped and joined together, and "weld joints", "crimp joints" in which ends of reinforcing bars are joined together.
“Threaded joints” and the like are known.
【0003】[0003]
【発明が解決しようとする課題】上記の各種の継手は一
長一短はあるものの鉄筋を一本一本接合する場合には特
に問題はない。Although the above-mentioned various joints have advantages and disadvantages, there is no particular problem when reinforcing bars are joined one by one.
【0004】しかし、鉄筋を三次元に組み立てて鉄筋籠
とした形で鉄筋籠を相互に接合することによってより大
きな鉄筋籠を組み立てる場合には次のような問題があ
る。[0004] However, the following problem arises when assembling a reinforcing steel cage by connecting the reinforcing steel cages to each other in a form in which the reinforcing steel bars are assembled three-dimensionally to form a reinforcing steel cage.
【0005】(1)「重ね継手」の場合。(1) The case of "lap joint".
【0006】構造物の大型化に伴い使用される鉄筋の径
も大きくなり、それに伴って重ね継手長を長くする必要
があり、例えば51mm径の鉄筋では重ね継手長さは2m
以上となり、しかも規定により重ね継手を交互にずらし
て配置すると接合部は約5mの範囲にわたることとな
り、極めて作業性が悪くなる。[0006] As the size of the structure increases, the diameter of the reinforcing bar used also increases, and accordingly, it is necessary to increase the length of the lap joint. For example, in the case of a reinforcing bar having a diameter of 51 mm, the lap joint length is 2 m.
In addition, if the lap joints are alternately displaced according to the regulations, the joint portion extends over a range of about 5 m, and workability is extremely deteriorated.
【0007】(2)「突き合わせ継手」の場合。(2) In the case of a "butt joint".
【0008】鉄筋を三次元に組み立てて鉄筋籠とする時
点で鉄筋相互の配置位置の誤差が生ずることは作業上避
けられないことで、数十本にも及ぶ鉛直筋を全て正確な
位置に配置することは不可能に近い。このため、接合し
ようとする鉄筋籠の鉛直筋の上端と下端との位置を全て
の鉛直筋について同時に合致させることは不可能に近い
ので、鉄筋籠相互の接合に採用することは困難である。[0008] When the reinforcing bars are assembled three-dimensionally to form a reinforcing bar cage, it is unavoidable to cause an error in the arrangement position of the reinforcing bars, so that dozens of vertical bars are all placed at the correct positions. It is almost impossible to do. For this reason, it is almost impossible to match the positions of the upper and lower ends of the vertical bars of the reinforcing bars to be joined at the same time for all the vertical bars. Therefore, it is difficult to adopt the reinforcing bars in the connection of the reinforcing bars.
【0009】[0009]
【課題を解決するための手段】本発明は、圧着継手にお
いてスリーブ管として下部は円筒状であるが上部が漏斗
状に開いたラッパ型スリーブ管を使用することによっ
て、簡単な操作で接合しようとする全ての鉛直筋の位置
合わせを行うことにより、かかる問題点を解決するもの
である。SUMMARY OF THE INVENTION The present invention aims at joining by a simple operation by using a trumpet type sleeve tube having a cylindrical lower portion but having a funnel-shaped upper portion as a sleeve tube in a crimp joint. This problem is solved by performing alignment of all the vertical streaks.
【0010】即ち、本発明は、既に設置されている鉄筋
籠の多数の鉛直筋の上端にラッパ型スリーブ管の下部円
筒部を嵌めて固定し、上方より次の鉄筋籠を降下させて
その鉄筋籠の多数の鉛直筋の下端をスリーブ管に挿入し
た後、スリーブ管をダイスによって絞り鉛直筋に圧着さ
せることを特徴とする鉄筋籠鉛直筋の接合方法である。That is, according to the present invention, the lower cylindrical portion of the trumpet-type sleeve tube is fitted and fixed to the upper ends of a number of vertical bars of the already installed reinforcing bar, and the next reinforcing bar is lowered from above to reinforce the reinforcing bar. This is a method of joining reinforcing rod vertical bars, which comprises inserting the lower ends of a number of vertical bars of a cage into a sleeve tube, and then squeezing the sleeve tube with a die and pressing the sleeve tube to the vertical bars.
【0011】本発明の要点は、既設置の鉄筋籠の鉛直筋
の上端に嵌めて固定したラッパ型スリーブ管の上に接合
しようとする鉄筋籠の鉛直筋の下端を概略位置合わせす
るだけで上方の鉄筋籠を容易にセットできる点である。
概略の位置合わせだけでセットされた上方の鉄筋籠の鉛
直筋の下端は自重によりラッパ型スリーブ管の漏斗部を
滑って正規の位置に落ち着く。鉄筋籠の組み立て時に生
じた鉛直筋の配置位置の誤差は鉛直筋の自由長の移動や
撓みによって吸収され、接合しようとする鉄筋籠の全て
の鉛直筋の下端が同時に正規の位置に落ち着く。その
後、通常の通り、スリーブ管をダイスで絞って圧着によ
り鉛直筋を相互に接合する。The gist of the present invention is that the lower ends of the vertical bars of the reinforcing bar cage which are to be joined to the upper ends of the vertical bars of the existing reinforcing bar cages which are to be joined to the wrapper-type sleeve tubes are merely aligned roughly. Is that the steel cage can be easily set.
The lower end of the vertical bar of the upper reinforcing rod cage set only by the rough alignment slides on the funnel portion of the trumpet-type sleeve tube by its own weight and settles in a proper position. The error in the arrangement position of the vertical bars generated at the time of assembling the reinforcing bars is absorbed by the free length movement and bending of the vertical bars, and the lower ends of all the vertical bars of the reinforcing bars to be joined are simultaneously settled at the regular positions. Thereafter, as usual, the sleeve is squeezed with a die and the vertical bars are joined to each other by crimping.
【0012】[0012]
【実施例】以下図面を参照しながら本発明を説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings.
【0013】図1は本発明の1例の施工手順を示すもの
で、鉄筋籠の1部を図示した工程斜視図である。図2は
各鉛直筋接合部の工程縦断面図である。FIG. 1 is a perspective view showing a part of a reinforced cage, showing a construction procedure according to an embodiment of the present invention. FIG. 2 is a process vertical sectional view of each vertical streak joint.
【0014】本発明の施工手順を図面を参照しながら説
明する。The construction procedure of the present invention will be described with reference to the drawings.
【0015】(1)既設置の鉄筋籠1Aの全ての鉛直筋
2Aの上端にラッパ型スリーブ管4の円筒部を嵌め、か
しめて固定する。(図1(a)) (2)接合しようとする次の鉄筋籠1Bを上方より吊り
下げて降下させながら、全ての鉛直筋2Bの下端をラッ
パ型スリーブ管4の漏斗部に合致させる。吊り下げてい
た支持を解いて鉄筋籠1Bを自重により降下させる。鉛
直筋2Bの下端はラッパ型スリーブ管4の漏斗部を滑っ
て正規の位置に降下する。(図1(b)、図2(a)) (3)ラッパ型スリーブ管4を周囲からダイス5で絞
り、鉛直筋2A、2Bに圧着させる。この圧着を全ての
鉛直筋2A、2Bについて行って鉄筋籠1Aと鉄筋籠1
Bとの接合が完了する。(図1(c)、図2(b)、図
2(c))(1) The cylindrical portion of the trumpet type sleeve pipe 4 is fitted to the upper ends of all the vertical bars 2A of the existing reinforcing bar cage 1A, and caulked and fixed. (FIG. 1 (a)) (2) The lower ends of all the vertical bars 2B are made to coincide with the funnel portion of the trumpet type sleeve tube 4 while suspending and lowering the next rebar basket 1B to be joined. The suspended support is released, and the steel cage 1B is lowered by its own weight. The lower end of the vertical bar 2B slides down the funnel portion of the flared sleeve tube 4 and descends to a regular position. (FIGS. 1 (b) and 2 (a)) (3) The wrapper-type sleeve tube 4 is squeezed from the periphery with a die 5 and pressed against the vertical bars 2A and 2B. This crimping is performed on all the vertical bars 2A and 2B, and the reinforcing bar 1A and the reinforcing bar 1
The joining with B is completed. (FIG. 1 (c), FIG. 2 (b), FIG. 2 (c))
【0016】[0016]
【発明の効果】スリーブ管として下部は円筒状であるが
上部が漏斗状に開いたラッパ型スリーブ管を使用するこ
とによって、接合しようとする全ての鉛直筋の位置合わ
せを同時に行うことが可能となり、圧着継手による鉄筋
籠相互の接合による鉄筋の組立が可能となった。この結
果、鉄筋の組立が効率化される。According to the present invention, by using a trumpet-type sleeve tube having a cylindrical shape at the lower portion but having a funnel shape at the upper portion as the sleeve tube, it is possible to simultaneously position all the vertical bars to be joined. It is now possible to assemble the rebar by joining the rebar cages with crimp joints. As a result, the efficiency of assembling the rebar is improved.
【図1】本発明の施工手順を示すもので、鉄筋籠の1部
を図示した工程斜視図である。BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is a process perspective view showing a construction procedure of the present invention and illustrating a part of a reinforcing bar cage.
【図2】各鉛直筋接合部の工程縦断面図である。FIG. 2 is a process vertical sectional view of each vertical streak joint.
1A,1B・・鉄筋籠、2A,2B・・鉛直筋、3A,
3B・・水平筋、4・・ラッパ型スリーブ管、5・・ダ
イス。1A, 1B, reinforced cage, 2A, 2B, vertical bar, 3A,
3B horizontal streaks, 4 trumpet type sleeve tubes, 5 dice.
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E04C 5/18 ──────────────────────────────────────────────────続 き Continued on front page (58) Field surveyed (Int.Cl. 6 , DB name) E04C 5/18
Claims (1)
筋の上端にラッパ型スリーブ管の下部円筒部を嵌めて固
定し、上方より次の鉄筋籠を降下させてその鉄筋籠の多
数の鉛直筋の下端をスリーブ管に挿入した後、スリーブ
管をダイスによって絞り鉛直筋に圧着させることを特徴
とする鉄筋籠鉛直筋の接合方法。1. A lower cylindrical portion of a trumpet-type sleeve tube is fitted and fixed to the upper ends of a number of vertical bars of an already installed reinforcing bar, and the next reinforcing bar is lowered from above to form a plurality of reinforcing bars. A method of joining vertical bars of a reinforcing cage, comprising inserting a lower end of a vertical bar into a sleeve tube, and then squeezing the sleeve tube with a die and pressing the sleeve tube to the vertical bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6130225A JP2867878B2 (en) | 1994-06-13 | 1994-06-13 | Reinforcing bar vertical bar joining method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6130225A JP2867878B2 (en) | 1994-06-13 | 1994-06-13 | Reinforcing bar vertical bar joining method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH07331800A JPH07331800A (en) | 1995-12-19 |
| JP2867878B2 true JP2867878B2 (en) | 1999-03-10 |
Family
ID=15029089
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6130225A Expired - Fee Related JP2867878B2 (en) | 1994-06-13 | 1994-06-13 | Reinforcing bar vertical bar joining method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2867878B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100779764B1 (en) * | 2007-07-16 | 2007-11-27 | 박형국 | Rebar vertical connection structure and rebar vertical connection method |
| JP6677564B2 (en) * | 2016-04-07 | 2020-04-08 | 旭化成建材株式会社 | Reinforced basket and connection method of reinforced basket |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5527946B2 (en) * | 1974-04-26 | 1980-07-24 |
-
1994
- 1994-06-13 JP JP6130225A patent/JP2867878B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07331800A (en) | 1995-12-19 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19981124 |
|
| LAPS | Cancellation because of no payment of annual fees |