JPH0882046A - Supporting tool for building-up reinforcement - Google Patents
Supporting tool for building-up reinforcementInfo
- Publication number
- JPH0882046A JPH0882046A JP21553194A JP21553194A JPH0882046A JP H0882046 A JPH0882046 A JP H0882046A JP 21553194 A JP21553194 A JP 21553194A JP 21553194 A JP21553194 A JP 21553194A JP H0882046 A JPH0882046 A JP H0882046A
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bar
- parts
- fixed
- reinforcement
- bent
- 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.)
- Pending
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、鉄筋コンクリート構造
物の壁部分やベランダの立ち上げ壁を形成する際にスラ
ブ部分の鉄筋から立ち上げ配置する立ち上げ鉄筋の支持
具に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support member for a standing-up reinforcing bar which is arranged to stand up from the reinforcing bar in a slab portion when forming a wall portion of a reinforced concrete structure or a rising wall of a veranda.
【0002】[0002]
【従来技術】鉄筋コンクリート構造物の壁部分の鉄筋
は、床面に配筋したスラブ筋に立ち上げ筋を結束固定
し、この立ち上げ筋に横筋を結束して格子状に形成す
る。従来、この立ち上げ筋を配置する場合、垂直に保持
することが難しく、その施工時に仮設の鉄筋支持具を配
置し、壁面構成鉄筋を組み上げたのちに、仮設後支持具
を除去するようにしていた。2. Description of the Related Art Reinforcing bars in a wall portion of a reinforced concrete structure are formed by forming a lattice by tying up and fixing slabs to slabs laid on the floor, and tying transverse lines to the slabs. Conventionally, when arranging this stand-up bar, it is difficult to hold it vertically, and at the time of its construction, a temporary reinforcing bar support tool is arranged, and after the wall structure reinforcing bar is assembled, the support tool is removed after temporary installation. It was
【0003】[0003]
【発明が解決しようとする課題】ところが、従来の壁用
立ち上げ鉄筋の配筋時には、垂直度とともに配設ピッチ
にも気を使わなければならないから、作業者の負担が大
きいうえ、組み上がった鉄筋の精度も出にくいという問
題があった。本発明は、このような点にかんがみ、簡単
な手順で立ち上げ鉄筋を正確に配置できる立ち上げ鉄筋
の支持具を提供することを目的とする。However, when arranging the conventional standing-up reinforcing bars for walls, it is necessary to pay attention not only to the verticality but also to the arrangement pitch, so that the burden on the operator is great and the assembly is completed. There was a problem that the accuracy of the reinforcing bar was difficult to obtain. The present invention has been made in view of the above points, and an object of the present invention is to provide a support tool for a standing-up reinforcing bar that allows the standing-up reinforcing bar to be accurately arranged by a simple procedure.
【0004】[0004]
【課題を解決するための手段】上述の目的を達成するた
めに、本発明は、L字型に折り曲げ形成した複数の鉄筋
支持体を所定ピッチで並列配置し、複数の鉄筋支持体を
複数の連結杆で連結して鉄筋支持体を一体に形成したこ
とを特徴とする。In order to achieve the above-mentioned object, according to the present invention, a plurality of reinforcing bar supports bent and formed in an L shape are arranged in parallel at a predetermined pitch, and a plurality of reinforcing bar supports are provided. It is characterized in that the reinforcing bar support is integrally formed by connecting with the connecting rod.
【0005】[0005]
【作用】本発明では、L字型に折り曲げ形成した複数の
鉄筋支持体を所定ピッチで並列配置し、複数の鉄筋支持
体を複数の連結杆で連結して鉄筋支持体を一体に形成し
てあるので、複数並列してる各鉄筋支持部のL型を構成
している一方の直線部分をそれぞれスラブ筋に結束固定
することにより、鉄筋支持部のL型を構成している他方
の直線部分がスラブ筋の水平面に対して垂直に位置する
ことになる。そして、その垂直に位置している他方の直
線部分に立ち上げ鉄筋を結束すると、立ち上げ鉄筋はス
ラブ筋に対して垂直に、しかも所定のピッチで配設され
ることになる。In the present invention, a plurality of L-shaped bent reinforcing bar supports are arranged in parallel at a predetermined pitch, and a plurality of reinforcing bar supports are connected by a plurality of connecting rods to integrally form the reinforcing bar supports. Therefore, by binding and fixing one straight line portion forming the L-shape of each of the reinforcing bar support portions arranged in parallel to the slab muscle, the other straight line portion forming the L-shape of the reinforcing bar support portion It will be located perpendicular to the horizontal plane of the slab muscle. Then, when the standing-up reinforcing bars are bound to the other linear portion positioned vertically, the standing-up reinforcing bars are arranged vertically to the slab reinforcing bars and at a predetermined pitch.
【0006】[0006]
【実施例】図面は本発明の実施例を示す斜視図、図2は
立ち上げ鉄筋を固定した状態での側面図である。この立
ち上げ鉄筋の支持具は、左右方向に一定間隔へだてて配
置した3本の鉄筋支持体(1)と、鉄筋支持体(1)同士を
連結する4本の連結杆(2)とで構成してあり、各鉄筋支
持体(1)は金属ロッドを直角に折り曲げたL字型に形成
してある。DESCRIPTION OF THE PREFERRED EMBODIMENTS The drawings are perspective views showing an embodiment of the present invention, and FIG. 2 is a side view showing a state in which a standing reinforcing bar is fixed. The support tool for the standing-up reinforcing bar is composed of three reinforcing bar supports (1) arranged at regular intervals in the left-right direction, and four connecting rods (2) connecting the reinforcing bar supports (1) to each other. Each rebar support (1) is formed in an L-shape by bending a metal rod at a right angle.
【0007】各連結杆(2)は、金属ロッドの両端部を折
り曲げてコ字型に形成してある。そしてこの連結杆(2)
を鉄筋支持体(1)の外側に2本づつ、その折り曲げ連出
部が外を向く状態で固定することにより、3本の鉄筋支
持体(1)を所定のピッチで平行に位置させている。Each connecting rod (2) is formed in a U-shape by bending both ends of a metal rod. And this connecting rod (2)
The two reinforcing bar supports (1) are fixed to the outside of the reinforcing bar support (1) in a state that the bent connecting portions face outward, so that the three reinforcing bar supports (1) are positioned in parallel at a predetermined pitch. .
【0008】また、各連結杆(2)の両端部に位置する折
り曲げ連出部(3)に合成樹脂等をコーティングして型枠
パネル(4)への当接部とし、カブリ寸法を確保するよう
にしてある。Further, the folding continuous portions (3) located at both ends of each connecting rod (2) are coated with a synthetic resin or the like to form a contact portion with the form panel (4) to secure a fog size. Is done.
【0009】次に、このように形成した鉄筋支持具を使
用しての立ち上げ鉄筋の配設手順を説明する。鉄筋支持
体(1)のL型を構成している一方の直線部分をそれぞれ
スラブ筋(6)に結束固定する。すると、鉄筋支持体(1)
の他方の直線部分はスラブ筋で構成されている水平面に
対して直交する垂直面内に位置することになる。しか
も、各鉄筋支持体(1)は隣り合う鉄筋支持体(1)に連結
杆(2)で連結されて一体となっているので、各鉄筋支持
体(1)がスラブ筋(6)に対して回転することがないか
ら、鉄筋支持体(1)の他方の直線部分はスラブ筋(6)に
対して垂直に位置することになる。Next, the procedure for arranging the standing-up reinforcing bar using the reinforcing bar support thus formed will be described. One straight line portion of the reinforcing bar support (1) constituting the L-shape is bound and fixed to the slab muscle (6). Then, the reinforcing bar support (1)
The other straight line portion of is located in the vertical plane orthogonal to the horizontal plane formed by the slab muscles. Moreover, since each reinforcing bar support (1) is connected to the adjacent reinforcing bar support (1) by the connecting rod (2) and integrated, each reinforcing bar support (1) is connected to the slab reinforcement (6). Therefore, the other linear portion of the reinforcing bar support (1) is positioned perpendicular to the slab reinforcement (6).
【0010】次に、垂直に位置している鉄筋支持体(1)
の他方の直線部分に壁の垂直方向に配置される立ち上げ
鉄筋(7)を結束固定する。そして、このようにして立ち
上げ配置された立ち上げ鉄筋(7)同士に横鉄筋(8)を上
下方向一定ピッチで結束固定して壁用鉄筋を組み上げ
る。Next, the reinforcing bar support (1) positioned vertically.
On the other straight part of the above, the standing-up reinforcing bar (7) arranged in the vertical direction of the wall is fixed by binding. Then, the horizontal reinforcing bars (8) are bundled and fixed at a constant pitch in the vertical direction between the rising reinforcing bars (7) arranged in this manner to assemble the wall reinforcing bars.
【0011】そして、鉄筋支持体(1)同士を連結してい
る連結ロッド(2)はコ字型に形成され、その折り曲げ連
出部(3)を型枠パネル(4)への当接部にしてあるから、
立ち上げ鉄筋(7)を型枠面から一定寸法離して位置させ
ることができ、コンクリートのカブリ寸法をしっかりと
確保することができることになる。The connecting rod (2) for connecting the reinforcing bar supports (1) is formed in a U-shape, and the bent connecting portion (3) of the connecting rod (2) is in contact with the form panel (4). Because
The standing-up reinforcing bar (7) can be positioned at a certain distance from the mold surface, and the fog size of concrete can be secured securely.
【0012】図3は本発明の別実施例を示し、これは、
L型に形成した鉄筋支持体(1)の各端部をそれぞれ内側
に折り曲げ形成し、このL型鉄筋支持体(1)を2本平行
に配置し、この一対のL型鉄筋支持体(1)を4本の連結
ロッド(2)で連結したものである。この実施例の鉄筋支
持具は、コンクリートのカブリ寸法をほかの手段で確保
できる場合に使用する。FIG. 3 shows another embodiment of the present invention, which is
Each end portion of the L-shaped reinforcing bar support (1) is bent and formed inward, two L-shaped reinforcing bar supports (1) are arranged in parallel, and the pair of L-shaped reinforcing bar supports (1 ) Is connected by four connecting rods (2). The reinforcing bar support of this embodiment is used when the fog size of concrete can be secured by other means.
【0013】[0013]
【発明の効果】以上述べたように、本発明では、L字型
に折り曲げ形成した複数の鉄筋支持体を所定ピッチで並
列配置し、複数の鉄筋支持体を複数の連結杆で連結して
鉄筋支持体を一体に形成してあるので、複数並列してる
各鉄筋支持部のL型を構成している一方の直線部分をそ
れぞれスラブ筋に結束固定することにより、鉄筋支持部
のL型を構成している他方の直線部分がスラブ筋の水平
面に対して垂直に位置することになる。そして、その垂
直に位置している他方の直線部分に立ち上げ鉄筋を結束
すると、立ち上げ鉄筋はスラブ筋に対して垂直に、しか
も所定のピッチで配設されることになる。この結果、立
ち上げ鉄筋を垂直姿勢に保持しておくための仮設鉄筋保
持具を配置することなく、立ち上げ鉄筋をスラブ筋に対
して垂直に配置することができ、鉄筋組作業を簡略化す
ることができ、熟練度の低い鉄筋工でもに高精度の鉄筋
組を行うことができる。As described above, according to the present invention, a plurality of reinforcing bar supports bent and formed in an L shape are arranged in parallel at a predetermined pitch, and the plurality of reinforcing bar supports are connected by a plurality of connecting rods. Since the support is integrally formed, the L-shape of the reinforcing-bar support is configured by binding and fixing one straight line part of the L-shape of the reinforcing-bar support that is arranged in parallel to each slab muscle. The other straight line portion is positioned perpendicular to the horizontal plane of the slab muscle. Then, when the standing-up reinforcing bars are bound to the other linear portion positioned vertically, the standing-up reinforcing bars are arranged vertically to the slab reinforcing bars and at a predetermined pitch. As a result, the stand-up reinforcing bar can be arranged vertically with respect to the slab bar without arranging a temporary reinforcing bar holder for holding the stand-up bar in a vertical posture, which simplifies the reinforcing bar assembly work. Therefore, it is possible to perform a highly accurate rebar assembly even for a rebar technician having low skill.
【図1】本発明の実施例を示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention.
【図2】立ち上げ鉄筋を固定した状態での要部側面図で
ある。FIG. 2 is a side view of a main part in a state where a rising reinforcing bar is fixed.
【図3】別実施例の斜視図である。FIG. 3 is a perspective view of another embodiment.
1…鉄筋支持体、2…連結杆、3…連結杆の折り曲げ連
出部。DESCRIPTION OF SYMBOLS 1 ... Reinforcing bar support, 2 ... Connecting rod, 3 ...
Claims (2)
持体(1)を所定ピッチで並列配置し、複数の鉄筋支持体
(1)を複数の連結杆(2)で連結して鉄筋支持体(1)を一
体に形成した立ち上げ鉄筋の支持具。1. A plurality of reinforcing bar supports, wherein a plurality of reinforcing bar supports (1) bent into an L shape are arranged in parallel at a predetermined pitch.
A support tool for a standing-up reinforcing bar, in which a reinforcing bar support (1) is integrally formed by connecting (1) with a plurality of connecting rods (2).
に折り曲げたコ字型に形成し、この連結杆(2)の折り曲
げ連出部(3)をカブリ寸法の設定部に形成した請求項1
に記載の立ち上げ鉄筋の支持具。2. Both ends of each connecting rod (2) are outwardly bent to form a U-shape, and the bending continuous portion (3) of the connecting rod (2) is formed at a fog size setting portion. Claim 1
Start-up reinforcing bar support described in.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21553194A JPH0882046A (en) | 1994-09-09 | 1994-09-09 | Supporting tool for building-up reinforcement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21553194A JPH0882046A (en) | 1994-09-09 | 1994-09-09 | Supporting tool for building-up reinforcement |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0882046A true JPH0882046A (en) | 1996-03-26 |
Family
ID=16673976
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP21553194A Pending JPH0882046A (en) | 1994-09-09 | 1994-09-09 | Supporting tool for building-up reinforcement |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0882046A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2021070968A (en) * | 2019-10-30 | 2021-05-06 | 積水ハウス株式会社 | Sound insulation floor structure |
-
1994
- 1994-09-09 JP JP21553194A patent/JPH0882046A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2021070968A (en) * | 2019-10-30 | 2021-05-06 | 積水ハウス株式会社 | Sound insulation floor structure |
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