JP2676467B2 - Connection structure of partition plate and reinforcing bar of underground continuous wall - Google Patents
Connection structure of partition plate and reinforcing bar of underground continuous wallInfo
- Publication number
- JP2676467B2 JP2676467B2 JP5087252A JP8725293A JP2676467B2 JP 2676467 B2 JP2676467 B2 JP 2676467B2 JP 5087252 A JP5087252 A JP 5087252A JP 8725293 A JP8725293 A JP 8725293A JP 2676467 B2 JP2676467 B2 JP 2676467B2
- Authority
- JP
- Japan
- Prior art keywords
- partition plate
- reinforcing bar
- continuous wall
- underground continuous
- connection structure
- 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
Links
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、地下連続壁の仕切板と
鉄筋との結合構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting structure of a partition plate of a continuous underground wall and a reinforcing bar.
【0002】[0002]
【従来の技術】鉄筋コンクリート製の連続パネルとして
造成される地下連続壁は、周知のごとく、横長の掘削溝
を地盤に形成してこの掘削孔内に鉄筋カゴを挿入し、次
いで、コンクリートを掘削孔内に打設して鉄筋コンクリ
ート製の先行パネルを地中に造成し、このコンクリート
製の単独パネルを単位エレメントとしてこれを順次接続
していくものである。2. Description of the Related Art As is well known, an underground continuous wall formed as a continuous panel made of reinforced concrete has a horizontally long excavation groove formed in the ground, a reinforcing bar cage is inserted into the excavation hole, and then concrete is excavated. The reinforced concrete preceding panel is formed in the ground by being poured into the inside, and the concrete single panel is used as a unit element and connected sequentially.
【0003】図3〜図5はこのような地下連続壁の施工
を説明するもので、図中1は先行エレメント、2は後行
エレメントで、後端部に型枠としての仕切板3を組み込
んだ鉄筋カゴ4を先行エレメント1側の掘削孔内にセッ
トし、この先行エレメント1側にコンクリート6を打設
すれば、該コンクリート6はこの仕切板3で止められ
る。FIGS. 3 to 5 explain the construction of such an underground continuous wall, in which 1 is a leading element, 2 is a trailing element, and a partition plate 3 as a form is incorporated at the rear end portion. If the rebar cage 4 is set in the excavation hole on the side of the preceding element 1 and concrete 6 is placed on the side of the preceding element 1, the concrete 6 is stopped by the partition plate 3.
【0004】次いで、図4に示すように後行エレメント
2側を掘削し、図5に示すようにこの後行エレメント2
に鉄筋カゴ4をセットして、図示は省略するがコンクリ
ートを打設すれば、先行エレメント1側と後行エレメン
ト2側とで連続する鉄筋コンクリート壁が地中に得られ
る。Next, as shown in FIG. 4, the trailing element 2 side is excavated, and as shown in FIG.
If the reinforced basket 4 is set in the and the concrete is placed (not shown), a continuous reinforced concrete wall on the leading element 1 side and the trailing element 2 side can be obtained in the ground.
【0005】ところで、前記後端部に型枠としての仕切
板3を組み込んだ鉄筋カゴ4の詳細を図2に示すと、こ
の鉄筋カゴ4は横筋4aと縦筋4bとの組合せからな
り、仕切板3には鋼板を使用し、その裏面に継手用の接
合片5を縦材として突設している。By the way, FIG. 2 shows the details of the reinforcing bar basket 4 in which the partition plate 3 as a form is incorporated at the rear end. The reinforcing bar basket 4 is composed of a combination of horizontal bars 4a and vertical bars 4b. A steel plate is used as the plate 3, and a joint piece 5 for a joint is provided as a vertical member on the back surface of the plate 3.
【0006】また、仕切板3は左右両端には先行エレメ
ント1側に向けて鉤形に折れ曲がるようなアングル材7
を、前面中央にはH型鋼8を、これらも縦材として設け
る。Further, the partition plate 3 has angle members 7 at both left and right ends which are bent in a hook shape toward the preceding element 1 side.
In the center of the front surface, an H-shaped steel 8 is also provided as a vertical member.
【0007】このようにして鉄筋カゴ4の端部に仕切板
3を取付けるには、横筋4aの先端を接合片5に重ね、
この部分を継手として溶接する。In order to attach the partition plate 3 to the end portion of the reinforcing bar basket 4 in this way, the tip end of the horizontal bar 4a is placed on the joining piece 5.
This part is welded as a joint.
【0008】[0008]
【発明が解決しようとする課題】前記図2に示す溶接に
よる仕切板3の鉄筋カゴ4への取り付け構造では、非常
に多くの溶接個所が生じ、その作業や管理が面倒で手間
がかかる。In the structure for attaching the partition plate 3 to the reinforcing bar basket 4 by welding shown in FIG. 2, a large number of welding points are produced, and the work and management thereof are troublesome and time-consuming.
【0009】本発明の目的は前記従来例の不都合を解消
し、簡単かつ確実に仕切板を鉄筋カゴに取り付けること
ができて使い勝手のよい地下連続壁の仕切板と鉄筋との
結合構造を提供することにある。An object of the present invention is to eliminate the disadvantages of the conventional example, and to provide a convenient connecting structure for a partition plate of a continuous underground wall and a reinforcing bar, by which the partition plate can be easily and surely attached to the reinforcing bar basket. Especially.
【0010】[0010]
【課題を解決するための手段】本発明は前記目的を達成
するため、鉄筋カゴ端に仕切板を設ける場合において、
該仕切板に挿通穴を設け、鉄筋カゴのネジ構造とした横
筋端をこの挿通穴を介して仕切板に貫通突出させ、この
横筋端に螺合して締結する2個のナットで仕切板を挟み
込み固定することを要旨とするものである。According to the present invention, when a partition plate is provided at the end of a reinforcing bar cage to achieve the above object,
The partition plate is provided with an insertion hole, the lateral bar end having the screw structure of the reinforcing bar basket is projected through the partition plate through this insertion hole, and the partition plate is screwed to the lateral bar end to fasten the partition plate with two nuts. The idea is to sandwich and fix.
【0011】[0011]
【作用】本発明によれば、溶接を必要とせずに、ナット
での締結のみで仕切板を鉄筋カゴ端に固定することがで
きるので、鉄筋工のみの作業ですみ、溶接工が不要とな
る。前記ナットでの締結作業は、2個あるナットのうち
仕切板の裏側に当接させるものは予め横筋端に嵌めてお
き、横筋のそれから先を仕切板に貫通させたならば表側
への突出部にもう一方のナットを嵌め、これら2個のナ
ットで仕切板を挟み込み固定してなされる。このよう
に、横筋自体を回すことなくナットの締結ができ、使い
勝手がよい。また、仕切板の前後面ではこのナットが突
出して凹凸を惹起し、シャーコネクターとしてコンクリ
ートとの付着を高める。その結果、先行エレメントの仕
切板と後行エレメントのコンクリートとの結合が強化さ
れ、パネルの一体化がより期待できる。According to the present invention, the partition plate can be fixed to the end of the basket of the reinforcing bar by simply fastening it with nuts without the need for welding. Therefore, only the work of the reinforcing bar is required and no welding is required. . In the fastening operation with the nut, one of the two nuts to be brought into contact with the back side of the partition plate is previously fitted to the end of the lateral streak, and if the tip of the lateral streak is penetrated through the partition plate, the protrusion to the front side It is made by fitting the other nut to and fixing the partition plate with these two nuts. In this way, the nut can be fastened without turning the horizontal bar itself, which is convenient. Further, on the front and rear surfaces of the partition plate, the nuts project to cause unevenness, and serve as shear connectors to enhance the adhesion to concrete. As a result, the connection between the partition plate of the leading element and the concrete of the trailing element is strengthened, and the integration of the panel can be expected more.
【0012】[0012]
【実施例】以下、図面について本発明の実施例を詳細に
説明する。図1は本発明の地下連続壁の仕切板と鉄筋と
の結合構造の1実施例を示す要部の横断平面図で、前記
従来例を示す図2と同一構成要素には同一参照符号を付
したものである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a cross-sectional plan view of an essential part showing an embodiment of a connecting structure of a partition plate of an underground continuous wall and a reinforcing bar of the present invention, in which the same components as those of FIG. It was done.
【0013】すなわち、図中1は先行エレメント、2は
後行エレメントで、この先行エレメント1側掘削孔内に
後端部に型枠としての仕切板3を組み込んだ鉄筋カゴ4
をセットすることは前記従来例と同じである。That is, in the drawing, reference numeral 1 denotes a leading element, and 2 denotes a trailing element.
Is the same as that of the conventional example.
【0014】本発明は、この仕切板3には挿通穴3aを
設けるものとし、一方、鉄筋カゴ4は横筋4aと縦筋4
bとの組合せからなるが、この横筋4aは少なくとも端
部はネジ構造9とする。According to the present invention, the partition plate 3 is provided with an insertion hole 3a, while the reinforcing bar basket 4 has a horizontal bar 4a and a vertical bar 4.
The horizontal bar 4a has a screw structure 9 at least at the end.
【0015】そして、このように鉄筋カゴ4のネジ構造
9とした横筋4a端を前記挿通穴3aを介して仕切板3
に貫通突出させ、ナット10を仕切板3の前後に螺合して
締結した。このナット10のうち、仕切板3の裏側に当接
させるものは予め端に嵌めておき、横筋4aのそれから
先を仕切板3に貫通させたならば表側への突出部にもう
一方のナット10を嵌め、これら2個のナット10で仕切板
3を挟み込み固定する。The end of the horizontal bar 4a, which is the screw structure 9 of the reinforcing bar basket 4 as described above, is divided into the partition plate 3 through the insertion hole 3a.
The nut 10 was screwed to the front and rear of the partition plate 3 and fastened. Of the nuts 10, one that comes into contact with the back side of the partition plate 3 is fitted in the end in advance, and if the tip of the horizontal streak 4a is penetrated through the partition plate 3, the other nut 10 will be formed on the front side protruding portion. Then, the partition plate 3 is sandwiched and fixed by these two nuts 10.
【0016】なお、仕切板3は本実施例は鋼板を使用
し、従来と同じく左右両端には先行エレメント1側に向
けて鉤形に折れ曲がるようなアングル材7を、前面中央
にはH型鋼8を縦材として設けるものとしたが、先行エ
レメント1側にコンクリート6を打設したときに止めら
れる強度があれば他の材質のものでもよい。プレキャス
トコンクリート板や合成樹脂板で仕切板3を構成するこ
とも考えられる。In this embodiment, the partition plate 3 is made of a steel plate. As in the conventional case, the left and right ends of the partition plate 3 are angle members 7 that are bent in a hook shape toward the leading element 1 side, and the H-shaped steel 8 is formed at the center of the front surface. Although it is provided as a vertical member, other materials may be used as long as they have a strength that can be stopped when the concrete 6 is placed on the preceding element 1 side. It is conceivable that the partition plate 3 is made of a precast concrete plate or a synthetic resin plate.
【0017】上記材料とした場合、これを作成する際に
挿通穴部にナット等を埋め込んでおけば、挿通穴にて鉄
筋をねじ込むことが可能となり、ナット取付けの作業も
なくなる。In the case of using the above material, if a nut or the like is embedded in the insertion hole portion at the time of making the material, the reinforcing bar can be screwed in the insertion hole, and the work for attaching the nut is also eliminated.
【0018】[0018]
【発明の効果】以上述べたように本発明の地下連続壁の
仕切板と鉄筋との結合構造は、簡単かつ確実に仕切板を
鉄筋カゴに取り付けることができて使い勝手のよいもの
である。As described above, the connecting structure of the partition plate of the underground continuous wall and the reinforcing bar of the present invention is easy and reliable to attach the partition plate to the reinforcing bar basket and is convenient.
【図1】本発明の地下連続壁の仕切板と鉄筋との結合構
造の1実施例を示す要部の横断平面図である。FIG. 1 is a cross-sectional plan view of essential parts showing an embodiment of a joint structure of a partition plate of an underground continuous wall and a reinforcing bar of the present invention.
【図2】従来例を示す要部の横断平面図である。FIG. 2 is a cross-sectional plan view of a main part showing a conventional example.
【図3】地下連続壁の施工の第1工程を示す横断平面図
である。FIG. 3 is a cross-sectional plan view showing a first step of construction of an underground continuous wall.
【図4】地下連続壁の施工の第2工程を示す横断平面図
である。FIG. 4 is a cross-sectional plan view showing a second step of construction of an underground continuous wall.
【図5】地下連続壁の施工の第3工程を示す横断平面図
である。FIG. 5 is a cross-sectional plan view showing a third step of constructing an underground continuous wall.
1…先行エレメント 2…後行エレメント 3…仕切板 3a…挿通穴 4…鉄筋カゴ 4a…横筋 4b…縦筋 5…接合片 6…コンクリート 7…アングル材 8…H型鋼 9…ネジ構造 10…ナット 1 ... Leading element 2 ... Trailing element 3 ... Partition plate 3a ... Insertion hole 4 ... Reinforcing bar cage 4a ... Horizontal bar 4b ... Vertical bar 5 ... Joining piece 6 ... Concrete 7 ... Angle material 8 ... H-shaped steel 9 ... Screw structure 10 ... Nut
───────────────────────────────────────────────────── フロントページの続き (72)発明者 吉村 和明 東京都港区元赤坂一丁目3番8号 鹿島 建設株式会社東京支店内 (72)発明者 市川 勝利 東京都港区元赤坂一丁目3番8号 鹿島 建設株式会社東京支店内 (72)発明者 宮内 幹也 東京都港区元赤坂一丁目3番8号 鹿島 建設株式会社東京支店内 (56)参考文献 実開 昭57−56827(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Kazuaki Yoshimura 1-3-8 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd., Tokyo Branch (72) Inventor Masaru Ichikawa 1-3, Moto-Akasaka, Minato-ku, Tokyo No. 8 Kashima Construction Co., Ltd. Tokyo Branch (72) Inventor Mikiya Miyauchi 1-3 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. Tokyo Branch (56) References: 57-56827 (JP, U)
Claims (1)
て、該仕切板に挿通穴を設け、鉄筋カゴのネジ構造とし
た横筋端をこの挿通穴を介して仕切板に貫通突出させ、
この横筋端に螺合して締結する2個のナットで仕切板を
挟み込み固定することを特徴とする地下連続壁の仕切板
と鉄筋との結合構造。1. When a partition plate is provided at the end of a reinforcing bar basket, an insertion hole is provided in the partition plate, and a lateral bar end having a screw structure of the reinforcing bar basket is projected through the partition plate through the insertion hole.
A connecting structure of a partition plate and a reinforcing bar of an underground continuous wall, characterized in that the partition plate is sandwiched and fixed by two nuts screwed and fastened to the ends of the horizontal bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5087252A JP2676467B2 (en) | 1993-04-14 | 1993-04-14 | Connection structure of partition plate and reinforcing bar of underground continuous wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5087252A JP2676467B2 (en) | 1993-04-14 | 1993-04-14 | Connection structure of partition plate and reinforcing bar of underground continuous wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06299545A JPH06299545A (en) | 1994-10-25 |
| JP2676467B2 true JP2676467B2 (en) | 1997-11-17 |
Family
ID=13909611
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5087252A Expired - Lifetime JP2676467B2 (en) | 1993-04-14 | 1993-04-14 | Connection structure of partition plate and reinforcing bar of underground continuous wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2676467B2 (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5756827U (en) * | 1980-09-19 | 1982-04-03 |
-
1993
- 1993-04-14 JP JP5087252A patent/JP2676467B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH06299545A (en) | 1994-10-25 |
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