JPS5922182Y2 - Bar connection structure - Google Patents

Bar connection structure

Info

Publication number
JPS5922182Y2
JPS5922182Y2 JP1978103458U JP10345878U JPS5922182Y2 JP S5922182 Y2 JPS5922182 Y2 JP S5922182Y2 JP 1978103458 U JP1978103458 U JP 1978103458U JP 10345878 U JP10345878 U JP 10345878U JP S5922182 Y2 JPS5922182 Y2 JP S5922182Y2
Authority
JP
Japan
Prior art keywords
bar
reinforcing bars
connection structure
side plates
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
Application number
JP1978103458U
Other languages
Japanese (ja)
Other versions
JPS5519781U (en
Inventor
博海 荒井
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP1978103458U priority Critical patent/JPS5922182Y2/en
Publication of JPS5519781U publication Critical patent/JPS5519781U/ja
Application granted granted Critical
Publication of JPS5922182Y2 publication Critical patent/JPS5922182Y2/en
Expired legal-status Critical Current

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

Description

【考案の詳細な説明】 本考案はコンクリート型枠を組立てる際に使用する型枠
組立用の棒材接続構造に関するものである。
[Detailed Description of the Invention] The present invention relates to a bar connection structure for formwork assembly used when assembling concrete formwork.

ダム等の大型コンクリート構築物は第1図に示すように
型枠30を高さ方向に数段に分けて組立ててその構築物
を下部から順次上方に積み上げて構築されるが、その場
合の型枠30の従来の固定方法を説明すると、まず予じ
めコンクリート基盤40上にアンカー鉄筋41.41・
・・・・・を建込固定しておき、そのアンカー鉄筋41
.41・・・・・・と枠板31,31との間につなぎ鉄
筋42.42・・・・・・を配設して該つなぎ鉄筋42
.42・・・・・・の一端を枠板31に固定し他端をア
ンカー鉄筋41.41・・・・・・に溶接することによ
って枠板31.31を固定していた、そしてその型枠3
0内にコンクリートを充填し該コンクリートが固化する
前にその充填されたコンクリートの表面に次に組立てら
れる枠板31.31を固定するためのアンカー鉄筋41
’、41’・・・・・を建込んでおき、そのコンクリー
トが固化した後にその上部に同様にして型枠30を組立
て、コンクリートを充填して順次上方に積み上げて構築
物を構築する。
Large concrete structures such as dams are constructed by assembling formwork 30 in several stages in the height direction as shown in Figure 1, and stacking the structures sequentially upward from the bottom. To explain the conventional fixing method, first, anchor reinforcing bars 41, 41,
... is fixed in place, and its anchor reinforcing bar 41
.. Connecting reinforcing bars 42, 42... are arranged between the connecting reinforcing bars 41, 41, and the frame plates 31, 31, and the connecting reinforcing bars 42
.. 42... The frame plates 31.31 were fixed by fixing one end to the frame plate 31 and welding the other end to the anchor reinforcing bars 41.41..., and the formwork 3
Anchor reinforcing bars 41 for fixing frame plates 31 and 31 to be assembled next on the surface of the filled concrete before the concrete is filled with concrete and solidified.
', 41', etc. are erected, and after the concrete has hardened, a formwork 30 is similarly assembled on top of it, filled with concrete, and stacked upward one after another to construct a structure.

しかしこの従来の型枠組立方法ではアンカー鉄筋41と
つなぎ鉄筋42とを型枠組立現場で溶接によって結合し
ている作業能率が低劣で工期の長期化を招き且つ型枠組
立コストが高価となっていた。
However, in this conventional formwork assembly method, the anchor reinforcing bars 41 and the connecting reinforcing bars 42 are connected by welding at the formwork assembly site, resulting in low work efficiency, prolonging the construction period, and increasing the formwork assembly cost. Ta.

本考案は上記の型枠組立時におけるアンカー鉄筋とつな
ぎ鉄筋の如き棒材の結合構造を改善するためになされた
もので、その両棒材を比較的安価な接続金具を使用して
ワンタッチで結合させることができ、しかも横棒材を縦
棒材に対して傾斜した状態で固定できるようにした棒材
接続構造を提供することを目的とするものである。
This invention was made to improve the connection structure of bars such as anchor reinforcing bars and connecting reinforcing bars during formwork assembly as described above, and connects both bars with one touch using relatively inexpensive connecting fittings. It is an object of the present invention to provide a bar connecting structure which can fix horizontal bars in an inclined state with respect to vertical bars.

以下、第2図ないし第7図を参照して本考案の実施例を
説明すると、第2図ないし第4図には棒材として鉄筋を
使用した棒材接続構造が示されているが、この棒材接続
構造は棒材受部材2と締付部材として作用するクサビ3
からなる接続金具1を使用し該接続金具1によって2本
の鉄筋41.42を相互に交差させた状態で1定する構
成となっている。
Hereinafter, an embodiment of the present invention will be described with reference to FIGS. 2 to 7. FIGS. 2 to 4 show a bar connection structure using reinforcing bars as bars. The bar connection structure includes a bar receiving member 2 and a wedge 3 that acts as a tightening member.
The structure is such that two reinforcing bars 41 and 42 are fixed in a mutually intersecting state by using a connecting fitting 1 consisting of the following.

接続金具1の棒材受部材2は2枚の側板4,4をその後
端部8で一体的に連結して形成されており、該両側板4
,4間にはアンカー鉄筋41に上下方向に嵌挿させるた
めの空所5が形成されている。
The bar receiving member 2 of the connecting fitting 1 is formed by integrally connecting two side plates 4, 4 at the rear end portion 8, and the both side plates 4
, 4 is formed with a cavity 5 into which the anchor reinforcing bar 41 is inserted in the vertical direction.

又両側板4,4の後方寄りには該両側板4,4の一部4
a 、4 aを内方に狭めて構成したクサビ嵌挿用の
ガイド溝6が形成されている。
Also, a part 4 of both side plates 4, 4 is located near the rear of both side plates 4, 4.
A guide groove 6 for wedge insertion is formed by narrowing inward the a and 4 a.

尚両側板4,4の後端部8は内方に向けて下降顔料させ
ており、ガイド溝6内にクサビ3を嵌挿させた際にクサ
ビ3を下方に打込むに従って該クサビ3を前方に移動さ
せることができるようになっている。
The rear ends 8 of the side plates 4, 4 are pigmented inwardly, and when the wedge 3 is inserted into the guide groove 6, as the wedge 3 is driven downward, the wedge 3 is moved forward. It is now possible to move it to

さらに両側板4,4のほは沖央部にはそれぞれ比較的大
口径の窓穴7,7が対向形成されており、この窓穴7,
7には横方向につなぎ鉄筋42が挿通される。
Furthermore, window holes 7, 7 of relatively large diameter are formed opposite to each other in the central part of the side plates 4, 4, and these window holes 7,
A tether reinforcing bar 42 is inserted through 7 in the lateral direction.

又、この窓穴7,7は縦長に形成されており、該窓穴7
,7内につなぎ鉄筋42を横方向から適宜角度だけ傾斜
した状態で挿通し得るようになっている。
Further, the window holes 7, 7 are formed vertically, and the window holes 7, 7 are formed vertically.
, 7 so that the connecting reinforcing bars 42 can be inserted from the lateral direction at an appropriate angle.

クサビ3はその後端側14を下方に向って先細状に傾斜
させており、その先端側15には複数個の短片16,1
6・・・・・・を交互に水平方向に開脚状に折曲げて構
成した鉄筋受部17が形成されている。
The wedge 3 has a rear end side 14 tapered downward, and a plurality of short pieces 16, 1 on the front end side 15.
A reinforcing bar receiving portion 17 is formed by alternately bending the reinforcing bars 6... into an open leg shape in the horizontal direction.

このクサビ3の鉄筋受部17は該クサビ3を棒材受部材
2のガイド溝6内に打込んだ際にアンカー鉄筋41を後
方から抱持するためのものである。
The reinforcing bar receiving portion 17 of this wedge 3 is for holding the anchor reinforcing bar 41 from behind when the wedge 3 is driven into the guide groove 6 of the bar receiving member 2.

アンカー鉄筋41は第5図に示すようにコンクノート基
盤40にその上部を露出させて埋込まれている。
As shown in FIG. 5, the anchor reinforcing bar 41 is embedded in the conch notebook base 40 with its upper part exposed.

尚このアンカー鉄筋41の径は一定していなくてもよく
、残材鉄筋を利用してもよい。
Note that the diameter of this anchor reinforcing bar 41 does not need to be constant, and leftover reinforcing bar may be used.

つなぎ鉄筋42は適宜長さもち、その一端側42aには
枠板31(第5図)を支持固定するための雄ネジ43が
該設され、またその他端側42 bには蛇行状に折曲げ
られた凹凸部44が形成されている。
The connecting reinforcing bar 42 has an appropriate length, and one end 42a thereof is provided with a male screw 43 for supporting and fixing the frame plate 31 (Fig. 5), and the other end 42b is bent into a meandering shape. A concavo-convex portion 44 is formed.

この凹凸部44はつなぎ鉄筋42を接続金具1によって
アンカー鉄筋41に交差させて連結させた際に該つなぎ
鉄筋42の凹凸部間か′アンカー鉄筋41に係合してつ
なぎ鉄筋42がアンカー鉄筋41から離れないようにす
るためのものである。
When the connecting reinforcing bars 42 are crossed and connected to the anchor reinforcing bars 41 by the connecting fitting 1, these uneven parts 44 engage with the anchor reinforcing bars 41 between the uneven parts of the connecting reinforcing bars 42, and the connecting reinforcing bars 42 engage with the anchor reinforcing bars 41. This is to prevent you from leaving.

この実施例の棒材接続構造は第2図に示すように実施さ
れる。
The bar connection structure of this embodiment is implemented as shown in FIG.

即ち、棒材受部材2の両側板4,4に形成されている窓
穴7,7内にはつなぎ鉄筋42の凹凸部44が横方向か
ら貫通され、該棒材受部材2の空所5にはつなぎ鉄筋4
2の貫通位置より後側寄りにアンカー鉄筋41が縦方向
に嵌挿されて該空所5内で両鉄筋41.42を縦横に交
差させて接続し、次にガイド溝6内に上方からクサビ3
を打込んで両鉄筋41.42を前方へ圧着して強固に結
合させる。
That is, the concave and convex portions 44 of the connecting reinforcing bars 42 are penetrated laterally into the window holes 7, 7 formed in the side plates 4, 4 of the bar receiving member 2, and the hollow space 5 of the bar receiving member 2 is penetrated from the side. Connecting reinforcing bar 4
An anchor reinforcing bar 41 is inserted in the longitudinal direction closer to the rear than the penetration position of No. 2, and both reinforcing bars 41 and 42 are connected in the vertical and horizontal directions in the space 5, and then wedged into the guide groove 6 from above. 3
, and press both reinforcing bars 41 and 42 forward to firmly connect them.

このとき、窓穴7.7が縦長となっているのでその窓穴
7,7内に挿通されるつなぎ鉄筋42は窓穴7,7の範
囲内で適宜角度だけ傾斜させた状態で固定することがで
きる。
At this time, since the window holes 7.7 are vertically long, the connecting reinforcing bars 42 inserted into the window holes 7, 7 should be fixed at an appropriate angle within the range of the window holes 7, 7. I can do it.

尚その際にクサビ3の鉄筋受部17の開脚短片16.1
6がアンカー鉄筋41の外側面を抱持するため該クサビ
3がアンカー鉄筋41から外れることなく下降し、両鉄
筋41.42を強固に緊締させることができる。
In addition, in this case, open leg short piece 16.1 of reinforcing bar receiving part 17 of wedge 3
Since the wedge 6 holds the outer surface of the anchor reinforcing bar 41, the wedge 3 descends without coming off from the anchor reinforcing bar 41, and both reinforcing bars 41 and 42 can be firmly tightened.

又つなぎ鉄筋42はその凹凸部44がアンカー鉄筋41
に強固に押し付けられるため該アンカー鉄筋41がら離
れることがない。
In addition, the uneven portions 44 of the connecting reinforcing bars 42 correspond to the anchor reinforcing bars 41.
Since it is firmly pressed against the anchor reinforcing bar 41, it will not separate from the anchor reinforcing bar 41.

第5図にはこの実施例の棒材接続構造をダム等の大型コ
ンクリート構築物形成用の型枠固定用に適用した使用例
が示されているが、この使用例では予じめコンクリート
基盤40上の枠板立設予定位置の内側にアンカー鉄筋4
1.41・・・・・・が埋込固定されている。
FIG. 5 shows an example in which the bar connection structure of this embodiment is applied to fixing formwork for forming large concrete structures such as dams. Anchor reinforcing bars 4 are placed inside the planned frame board erection position.
1.41... is embedded and fixed.

そして該アンカー鉄筋41とつなぎ鉄筋42の凹凸部4
4を接続金具1の棒材受部材2によって相互に交差させ
て接続させておき、次につなぎ鉄筋42の雄ネジ43を
枠板31に貫通させ該雄ネジ43にナラ) 45.45
を螺合して該雄ネジ部43に枠板31を取付ける。
And the uneven portion 4 of the anchor reinforcing bar 41 and the connecting reinforcing bar 42
4 are crossed and connected to each other by the bar receiving member 2 of the connecting fitting 1, and then the male screw 43 of the connecting reinforcing bar 42 is passed through the frame plate 31 and the male screw 43 is screwed in. 45.45
The frame plate 31 is attached to the male threaded portion 43 by screwing them together.

このとき、つなぎ鉄筋42はコンクリート基盤40の表
面に対して適宜角度だけ傾斜するようになっている。
At this time, the connecting reinforcing bars 42 are inclined at an appropriate angle with respect to the surface of the concrete base 40.

そして両鉄筋41.42を挿通させている棒材受部材2
のガイド溝6内にクサビ3を打込んで両鉄筋41.42
を強固に結合させるとともにつなぎ鉄筋42によって枠
板31を支持固定させる。
And the bar receiving member 2 through which both reinforcing bars 41 and 42 are inserted
Drive the wedge 3 into the guide groove 6 of both reinforcing bars 41 and 42.
are firmly connected, and the frame plate 31 is supported and fixed by the connecting reinforcing bars 42.

尚他方の枠板31も同様にして支持固定させる。The other frame plate 31 is also supported and fixed in the same manner.

次にその両枠板31.31間にコンクリートを充填し、
そのコンクリートが固化する前にその表面に別のアンカ
ー鉄筋41’、41’を埋込んでおく。
Next, concrete is filled between the two frame plates 31 and 31,
Before the concrete hardens, other anchor reinforcing bars 41', 41' are embedded in its surface.

そして該コンクリートが固化すれば枠板31.31を取
外し、そのコンクリートの上部に同様にして型枠を組立
て、その作業を操返して所定高さのコンクリート構築物
を構築するものである。
Once the concrete has hardened, the frame plates 31 and 31 are removed, a formwork is similarly assembled on top of the concrete, and the process is repeated to construct a concrete structure of a predetermined height.

第6図はこの実施例の棒材接続構造の他の使用例を示し
ているが、この使用例の棒材接続構造は用水路等の比較
的小型のコンクリート構築物用の型枠組立に際して枠板
31を外側がら支持する場合を示している。
FIG. 6 shows another example of the use of the bar connection structure of this embodiment, in which the frame plate 31 is used when assembling formwork for relatively small concrete structures such as irrigation canals. The figure shows the case in which it is supported from the outside.

即ち、枠板31をその外側がら支持する場合にはその枠
板31の外側地表面にアンカー鉄筋41を打込み、該ア
ンカー鉄筋41と控え用のつなぎ鉄筋42を接続金具1
で相互に交差させて接続し、つなぎ鉄筋42の他端42
aを枠板31に釘止めし該枠板31をつなぎ鉄筋42
によって支持させるものである。
That is, when supporting the frame plate 31 from the outside, anchor reinforcing bars 41 are driven into the ground surface outside the frame plate 31, and the anchor reinforcing bars 41 and the supporting connecting reinforcing bars 42 are connected to the connecting metal fittings 1.
The other end 42 of the connecting reinforcing bar 42
a to the frame board 31 and connect the frame board 31 with reinforcing bars 42.
It is supported by

この使用例の場合は第7図に拡大図示しているようにつ
なぎ鉄筋42の先端部にL形の金具53を取付けている
In this usage example, as shown in an enlarged view in FIG. 7, an L-shaped metal fitting 53 is attached to the tip of the connecting reinforcing bar 42.

つなぎ鉄筋42の先端部には細首部51と膨頭部52が
形成されており、この細首部51にL形金具53の小穴
54が嵌合し、膨頭部52によって抜止めされている。
A narrow neck portion 51 and a swollen head 52 are formed at the tip of the connecting reinforcing bar 42. A small hole 54 of an L-shaped metal fitting 53 is fitted into the thin neck portion 51, and the swelled head 52 prevents the rod from coming off.

このL形金具53は細首部51の回りで回転自在とされ
ていて、枠板縦材56に対して上方から或いは側方がら
当接可能とされている。
This L-shaped metal fitting 53 is rotatable around the narrow neck portion 51 and can come into contact with the frame plate vertical member 56 from above or from the side.

符号55は釘を示している。続いて本考案の効果につい
て説明すると、本考案の棒材接続構造によればアンカー
鉄筋41の如き縦棒材とつなぎ鉄筋42の如き横棒状を
比較的安価な接続金具1によってワンタッチで強固に結
合させることができるので、例えばダム等の大型コンク
リート構築物用の型枠を組立てる際にはその作業能率を
大幅に向上させることができ工期の短縮を図り且つ型枠
組立コストを低減させることができる等の顕著な効果が
ある。
Reference numeral 55 indicates a nail. Next, the effects of the present invention will be explained. According to the bar connecting structure of the present invention, a vertical bar such as the anchor reinforcing bar 41 and a horizontal bar such as the connecting reinforcing bar 42 can be firmly connected with a single touch using the relatively inexpensive connecting fitting 1. For example, when assembling formwork for large concrete structures such as dams, work efficiency can be greatly improved, construction time can be shortened, and formwork assembly costs can be reduced. has a remarkable effect.

又、本考案では、棒材受部材2の窓穴7,7を縦長に形
成してつなぎ鉄筋42を該窓穴7,7の範囲内で適宜角
度だけ傾斜させた状態で個定し得るようにしているので
、この棒材接続構造を例えばコンクリート型枠固定用と
して使用する場合には、つなぎ鉄筋42を傾斜させるこ
とにより該つなぎ鉄筋42の一端側42 aを枠板の高
さ方向の広範囲の位置に固定することができ、以って型
枠を強固に組立てることができるという効果がある。
Further, in the present invention, the window holes 7, 7 of the bar receiving member 2 are formed vertically so that the connecting reinforcing bars 42 can be individually identified within the range of the window holes 7, 7 at an appropriate angle. Therefore, when using this bar connection structure for fixing a concrete formwork, for example, by tilting the connecting reinforcing bars 42, one end side 42a of the connecting reinforcing bars 42 can be connected over a wide range in the height direction of the frame plate. This has the effect that the formwork can be firmly assembled.

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

第1図は従来の大型型枠の組立方法説明図、第2図は本
考案実施例の棒材接続構造による棒材結合状態を示す斜
視図、第3図は第2図の棒材接続構造の平面図、第4図
は第2図に示す棒材接続用部材の分離状態を示す斜視図
、第5図は第2図の棒材接続構造の使用方法説明図、第
6図は同じく他の使用方法説明図、第7図は第6図にお
けるA部拡大図である。 1・・・・・・接続金具、2・・・・・・棒材受部材、
3・・・・・・クサビ、4・・・・・・側板、5・・・
・・・空所、6・・・・・・ガイド溝、7・・・・・・
窓穴、8・・・・・・後端部、31・・・・・・枠板、
41・・・・・・アンカー鉄筋、42・・・・・・つな
ぎ鉄筋、43・・・・・・雄ネジ、44・・・・・・凹
凸部。
Fig. 1 is an explanatory diagram of a conventional method of assembling a large formwork, Fig. 2 is a perspective view showing a bar connection state using the bar connection structure of the embodiment of the present invention, and Fig. 3 is the bar connection structure of Fig. 2. , FIG. 4 is a perspective view showing the separated state of the bar connection member shown in FIG. 2, FIG. 5 is an explanatory diagram of how to use the bar connection structure shown in FIG. 2, and FIG. FIG. 7 is an enlarged view of section A in FIG. 6. 1... Connection fittings, 2... Bar receiving member,
3...Wedge, 4...Side plate, 5...
...Vacancy, 6...Guide groove, 7...
Window hole, 8... Rear end, 31... Frame plate,
41... Anchor reinforcing bar, 42... Connecting reinforcing bar, 43... Male thread, 44... Uneven portion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] はぼ中央部につなぎ鉄筋42等の横棒材を横方向に傾斜
状態で貫通せしめ得る縦長の窓穴7を有する2枚の側板
4,4間にアンカー鉄筋41等の縦棒材を上下方向に挿
嵌するための空所5を形成し且つ前記両側板4,4の後
方に前記縦棒材41を前方に押圧するための締付部材3
を設けて棒材受部材2を構成する一方、前記両側板4,
4の窓穴7,7内に横方向から貫挿した前記横棒材42
と前記両側板4,4間の空所5内に縦方向に嵌挿した前
記縦棒材41とを前記棒材受部材2内で相互に交差させ
るとともに、前記締付部材3により前記両棒材41.4
2を圧着固定するようにしたことを特徴とする棒材接続
構造。
A vertical bar such as an anchor reinforcing bar 41 is inserted in the vertical direction between two side plates 4, 4, which have a vertically long window hole 7 in the center of the dowel, through which a horizontal bar such as a connecting reinforcing bar 42 can be passed in a horizontally inclined state. a tightening member 3 for pressing the vertical bar 41 forward on the rear side of the side plates 4, 4, and
are provided to constitute the bar receiving member 2, while the side plates 4,
The horizontal bar 42 is inserted into the window holes 7, 7 from the side direction.
and the vertical bar 41 fitted vertically into the space 5 between the side plates 4, 4, are made to intersect with each other within the bar receiving member 2, and the tightening member 3 is used to tighten both the bars. Material 41.4
A bar connection structure characterized in that 2 is fixed by crimping.
JP1978103458U 1978-07-26 1978-07-26 Bar connection structure Expired JPS5922182Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1978103458U JPS5922182Y2 (en) 1978-07-26 1978-07-26 Bar connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1978103458U JPS5922182Y2 (en) 1978-07-26 1978-07-26 Bar connection structure

Publications (2)

Publication Number Publication Date
JPS5519781U JPS5519781U (en) 1980-02-07
JPS5922182Y2 true JPS5922182Y2 (en) 1984-07-03

Family

ID=29043988

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1978103458U Expired JPS5922182Y2 (en) 1978-07-26 1978-07-26 Bar connection structure

Country Status (1)

Country Link
JP (1) JPS5922182Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5286916U (en) * 1975-12-22 1977-06-29

Also Published As

Publication number Publication date
JPS5519781U (en) 1980-02-07

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