JPH07113249B2 - Structure of rebar cage and method of assembling - Google Patents
Structure of rebar cage and method of assemblingInfo
- Publication number
- JPH07113249B2 JPH07113249B2 JP2041823A JP4182390A JPH07113249B2 JP H07113249 B2 JPH07113249 B2 JP H07113249B2 JP 2041823 A JP2041823 A JP 2041823A JP 4182390 A JP4182390 A JP 4182390A JP H07113249 B2 JPH07113249 B2 JP H07113249B2
- Authority
- JP
- Japan
- Prior art keywords
- horizontal
- reinforcing bar
- vertical
- rebar
- extending
- 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
- Reinforcement Elements For Buildings (AREA)
Description
【発明の詳細な説明】 「産業上の利用分野」 本発明は、構造物の柱等に用いられる鉄筋かごの構造及
びその組立方法に関する。TECHNICAL FIELD The present invention relates to a structure of a rebar cage used for a pillar of a structure and a method of assembling the same.
「従来の技術」 一般に、地下連続壁等に用いられる鉄筋かごは、複鉄筋
断面として設計されている。しかし、この鉄筋かごは地
下に位置するため、作業現場で人力による鉄筋の組み立
ては不可能である。このため、予め地上で鉄筋かごとし
て組み立て加工し、クレーンを用いて建込みを行ってい
る。"Prior Art" Generally, a reinforcing steel cage used for an underground continuous wall or the like is designed as a double reinforcing steel section. However, since this rebar cage is located underground, it is impossible to assemble the rebar manually at the work site. For this reason, it is preassembled on the ground as a rebar cage and installed using a crane.
鉄筋かごは、複鉄筋であることから、2枚の鉄筋網から
成ることが基本であるもののこれらを変形することがな
く、一緒に建込むことができるように、構造用鉄筋や仕
切り網板の他に種々の組立用鉄筋、型鋼や吊り治具用の
型鋼等で補強し、構成されている。Since the rebar cage is a double rebar, it is basically composed of two rebar nets, but it can be built together without being deformed so that structural rebars and partition nets Besides, it is configured by being reinforced by various rebars for assembling, shaped steel, shaped steel for hanging jigs, and the like.
「発明が解決しようとする課題」 前記従来の鉄筋かごにおいては、鉄筋かごの組立、加工
には、多大な労力と組立、補強用鋼材が必要となり、コ
ストおよび工期面で不利となる。[Problems to be Solved by the Invention] In the conventional reinforcing bar cage, a large amount of labor, assembling, and a reinforcing steel material are required to assemble and process the reinforcing bar cage, which is disadvantageous in terms of cost and construction period.
また、鉄筋かごの重量が増大するため、建込み時に大型
のクレーンが必要となり、都心部等の狭い場所での施工
にはクレーンを設置する設置場所の確保が難しいばかり
ではなく、重機費用もかさんでしまう。In addition, since the weight of the rebar cage increases, a large crane is required at the time of construction, which makes it difficult not only to secure a place to install the crane for construction in a narrow space such as the center of the city, but also for heavy equipment costs. I'm going out.
本発明は、前記事情に鑑みてなされたものであって、組
立が容易な鉄筋かごの構造およびその組立方法を提供す
ることを目的としている。The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a structure of a rebar cage that is easy to assemble and a method for assembling the same.
「課題を解決するための手段」 本発明の鉄筋かごの構造の第1の態様は、構造物の高さ
方向に延在する複数本の縦鉄筋と、これら縦鉄筋を水平
方向に所定間隔をおいて保持するとともに、その両端部
に側方に突出するボルト部材が設けられてなる一対の横
枠材と、構造物の幅方向に延在する複数本の横鉄筋と、
これら横鉄筋を高さ方向に所定間隔をおいて保持する一
対の縦枠材とを備え、前記一対の横枠材と縦枠材がそれ
ぞれ前記縦鉄筋および横鉄筋を保持した状態で外観箱形
に接合されて鉄筋網が形成され、この鉄筋網が複数枚互
いに所定間隔を開けた状態で対向配置され、高さ方向に
延在するプレート部材と水平方向に延在するつなぎ部材
とから構成された固定枠が前記横枠材の前記ボルト部材
に固定されて構成されていることを特徴としている。"Means for Solving the Problem" The first aspect of the structure of the reinforcing steel cage of the present invention is to provide a plurality of vertical reinforcing bars extending in the height direction of the structure and a predetermined interval in the horizontal direction between these vertical reinforcing bars. While holding in, a pair of horizontal frame members provided with bolt members protruding laterally at both ends thereof, a plurality of horizontal reinforcing bars extending in the width direction of the structure,
It is provided with a pair of vertical frame members that hold these horizontal rebars at predetermined intervals in the height direction, and the pair of horizontal frame members and the vertical frame members respectively have the external box shape in the state of holding the vertical rebar and the horizontal rebar. To form a rebar net, and a plurality of the rebar nets are arranged to face each other with a predetermined gap therebetween, and are composed of a plate member extending in the height direction and a connecting member extending in the horizontal direction. The fixing frame is fixed to the bolt member of the horizontal frame member.
本発明の鉄筋かごの構造の第2の態様は、前記横枠材と
縦枠材が予め一体に形成されていることを特徴としてい
る。A second aspect of the structure of the reinforcing steel cage of the present invention is characterized in that the horizontal frame member and the vertical frame member are previously integrally formed.
本発明の鉄筋かごの組立方法は、複数本の縦鉄筋と、複
数本の横鉄筋とを、両端部に側方に突出するボルト部材
を備えた一対の横枠材と、一対の縦枠材とで保持して鉄
筋網を構成し、鉄筋網を複数枚互いに所定間隔を開けた
状態で対向配置し、高さ方向に延在するプレート部材と
水平方向に延在するつなぎ部材とから構成した固定枠を
前記ボルト部材に固定することを特徴としている。A method for assembling a reinforcing bar car according to the present invention includes a plurality of vertical reinforcing bars and a plurality of horizontal reinforcing bars, a pair of horizontal frame members provided with bolt members projecting laterally at both ends, and a pair of vertical frame members. And a rebar net is formed by holding with, and a plurality of rebar nets are arranged to face each other with a predetermined interval, and are composed of a plate member extending in the height direction and a connecting member extending in the horizontal direction. The fixing frame is fixed to the bolt member.
「実施例」 以下、本発明の鉄筋かごおよびその組立方法について、
図面を参照して説明する。[Examples] Hereinafter, regarding the reinforcing bar cage of the present invention and the assembling method thereof,
A description will be given with reference to the drawings.
本実施例の鉄筋かご1は、第1図に示すように、互いに
対向配置された一対の鉄筋網3、3が固定枠10、10によ
って所定間隔をおいて固定されて構成されている。As shown in FIG. 1, the rebar cage 1 of this embodiment is composed of a pair of rebar nets 3 and 3 that are arranged to face each other and are fixed by fixing frames 10 and 10 at predetermined intervals.
網鉄筋3は、第1図および第2図に示すように、構造物
の高さ方向に延在する複数本の縦鉄筋4と、これら縦鉄
筋4を水平方向に所定間隔をおいて保持する一対の横枠
材5と、構造物の幅方向に延在する複数本の横鉄筋6
と、これら横鉄筋6を高さ方向に所定間隔をおいて保持
する一対の縦枠材7とを備えている。As shown in FIG. 1 and FIG. 2, the net reinforcing bar 3 holds a plurality of vertical reinforcing bars 4 extending in the height direction of the structure, and holds these vertical reinforcing bars 4 at predetermined intervals in the horizontal direction. A pair of horizontal frame members 5 and a plurality of horizontal reinforcing bars 6 extending in the width direction of the structure
And a pair of vertical frame members 7 that hold the horizontal reinforcing bars 6 at predetermined intervals in the height direction.
前記横枠材5の両端面には、第3図に示すように、スタ
ッドボルト(ボルト部材)5aが側方へ突出する形態で設
けられている。また、横枠材5の側面には、縦鉄筋4を
固定するためのU字状締結具5bが複数個設けられてい
る。前記縦枠材7の側方には、第2図に示すように横枠
材5との接合継手8が形成され、かつ、この接合継手8
には、前記スタッドボルト5aを挿通するための挿通孔
(図示略)が形成されている。As shown in FIG. 3, stud bolts (bolt members) 5a are provided on both end surfaces of the horizontal frame member 5 in a form protruding laterally. Further, a plurality of U-shaped fasteners 5b for fixing the vertical reinforcing bars 4 are provided on the side surface of the horizontal frame member 5. A joint joint 8 with the horizontal frame member 5 is formed on the side of the vertical frame member 7 as shown in FIG.
An insertion hole (not shown) for inserting the stud bolt 5a is formed in the.
前記一対の横枠材5、5と縦枠材7、7がそれぞれ前記
縦鉄筋4および横鉄筋6を保持した状態で外観箱形に接
合されて形成されている。The pair of horizontal frame members 5 and 5 and the vertical frame members 7 and 7 are formed by being joined in a box-like appearance while holding the vertical reinforcing bars 4 and the horizontal reinforcing bars 6, respectively.
さらに、前記縦枠材7には、前記鉄筋網3を覆う形態で
ベラシート(図示略)が取り付けられている。Further, a vera sheet (not shown) is attached to the vertical frame member 7 so as to cover the reinforcing bar net 3.
なお、前記横枠材5と縦枠材7は、予め一体化されたプ
レキャスト製としてもよい。Note that the horizontal frame member 5 and the vertical frame member 7 may be made of precast products that are integrated in advance.
固定枠10は、前記鉄筋網3、3の縦枠材7を所定間隔を
おいて固定支持する部材であって、第2図および第3図
に示すように、フランジプレート(プレート部材)11
と、外観L字形のつなぎアングル(つなぎ部材)13によ
って構成されている。The fixed frame 10 is a member for fixedly supporting the vertical frame members 7 of the reinforcing bar nets 3 and 3 at a predetermined interval and, as shown in FIGS. 2 and 3, a flange plate (plate member) 11
And an external L-shaped connecting angle (connecting member) 13.
前記フランジプレート11は前記鉄筋網3の高さ方向に延
在するように設けられ、つなぎアングル13は前記鉄筋網
3の側方に突出する形態で設けられている。さらに、つ
なぎアングル13の側端部には、所定間隔をおいて複数個
のボルト挿通孔(図示略)が形成されていている。そし
て、このように構成された固定枠10は、2つで一組をな
し、メッシュシート15を挾み込んだ状態で前記スタッド
ボルト5aにナット17を締結して使用に供される。The flange plate 11 is provided so as to extend in the height direction of the rebar net 3, and the connecting angle 13 is provided so as to project to the side of the rebar net 3. Further, a plurality of bolt insertion holes (not shown) are formed at the side end of the connecting angle 13 at predetermined intervals. The two fixed frames 10 thus constructed are used as a set, and the nut 17 is fastened to the stud bolt 5a with the mesh sheet 15 sandwiched between them.
本実施例の鉄筋かごを組み立てる場合、たとえば第5図
に示すように、2枚の鉄筋網3をクレーン等の揚重機2
0、ワイヤー21によって吊り上げて互いに対向配置し、
これら鉄筋網3を所定間隔を開けた状態で、固定枠10に
横枠材5のスタッドボルト5aを挿通させるとともに、こ
れにナット17を締結させることによって、固定支持して
組み立てる。When assembling the rebar cage of this embodiment, for example, as shown in FIG. 5, two rebar nets 3 are connected to a lifting machine 2 such as a crane.
0, hoisted by wire 21 and placed facing each other,
The reinforcing bar nets 3 are fixedly supported and assembled by inserting the stud bolts 5a of the lateral frame member 5 into the fixed frame 10 and fastening the nuts 17 to the fixed frame 10 with a predetermined gap.
本実施例の鉄筋かご1を使用する場合、前述のようにし
て構造物の構築位置に鉄筋かごを構築し、この鉄筋かご
1にコンクリートを打設することによって構造物の柱を
構築する。このとき、前記鉄筋かご1の周囲を覆う形態
で設けられたメッシュシート15およびベラシートによっ
てコンクリートの流出が防止される。When the rebar cage 1 of this embodiment is used, the rebar cage is constructed at the constructing position of the structure as described above, and concrete is placed on the rebar cage 1 to construct the pillars of the structure. At this time, the concrete sheet is prevented from flowing out by the mesh sheet 15 and the vera sheet provided so as to cover the periphery of the rebar cage 1.
本発明の鉄筋かごの構造およびその組立方法によれば、
以下のような優れた効果を奏することができる。According to the structure of the reinforcing cage and the assembling method thereof according to the present invention,
The following excellent effects can be achieved.
鉄筋かご1の主要部である鉄筋網3を単体で吊り起こ
し、さらに、鉄筋かごの設置位置に建て込むことを比較
的容易に行うことができる。It is relatively easy to hang up the reinforcing bar net 3 which is the main part of the reinforcing bar car 1 as a single body, and to erected it at the installation position of the reinforcing bar car.
また、鉄筋網3以外の構成部材を各構成要素に分解し
て、それぞれをプレキャスト化して現位置で取り付ける
ことで、補強用鋼材の削減が可能となる。そして、鉄筋
かご1の組立時の補強用鋼材を削減することによって鉄
筋かご1の組立、加工の効率化、省力化と製作コストの
低減、組立工程の短縮を達成することができる。Further, by disassembling the constituent members other than the reinforcing bar net 3 into respective constituent elements, precasting each of them, and attaching them at the present position, it becomes possible to reduce the reinforcing steel material. Then, by reducing the reinforcing steel material when assembling the reinforcing bar car 1, it is possible to achieve the assembling and processing efficiency of the reinforcing bar car 1, labor saving and manufacturing cost reduction, and shortening of the assembly process.
しかも、鉄筋網3,3間に固定枠10,10を組み付けるのみで
鉄筋かご1を組み立てることができるので、その組み立
てを容易かつ迅速に行うことができる。また、鉄筋網3
の横枠材5の両端部にはスタッドボルト5aが設けられて
いるので、溶接等の作業を行うことなく、スタッドボル
ト5aを固定枠10に挿通させナット17を締め付けるのみ
で、鉄筋網3と固定枠10とを接続して鉄筋かご1を組み
立てることができる。しかもその作業に際しては、作業
員は、ナット17の締め付け作業、鉄筋かご1の組み立て
作業を片手で行うことが可能であるうえ、予め組み立て
られた固定枠10を梯子として用い、つなぎアングル13を
足掛かりとしてこれに登って作業を行うことができる。Moreover, since the rebar cage 1 can be assembled only by assembling the fixed frames 10, 10 between the rebar nets 3, 3, the assembly can be performed easily and quickly. Also, rebar net 3
Since the stud bolts 5a are provided at both ends of the horizontal frame member 5, the stud bolts 5a can be inserted into the fixed frame 10 and the nuts 17 can be tightened without performing work such as welding. The reinforcing frame 1 can be assembled by connecting with the fixed frame 10. Moreover, at the time of the work, the worker can perform the work of tightening the nut 17 and the work of assembling the rebar cage 1 with one hand, and also use the preassembled fixed frame 10 as a ladder and the connecting angle 13 as a foothold. As you can climb on this and do the work.
また、鉄筋かご1の重量が軽減されることから、建込み
に必要なクレーン等の揚重機の小型化が可能となり、狭
い場所でのクレーンの設置も比較的容易にでき、重機費
用を低減することができる。In addition, since the weight of the rebar cage 1 is reduced, it is possible to downsize cranes and other lifting machines required for construction, and it is relatively easy to install cranes in narrow spaces, reducing heavy equipment costs. be able to.
なお、本発明の鉄筋かごの構造は、その細部の構造にお
いて前記実施例のもののみに限られることはなく、他の
変形例も適宜採用可能であることはいうまでもない。It is needless to say that the structure of the reinforcing bar car of the present invention is not limited to the structure of the above embodiment in its detailed structure, and other modified examples can be appropriately adopted.
「発明の効果」 本発明の鉄筋かごの構造は、構造物の高さ方向に延在す
る複数本の縦鉄筋と、これら縦鉄筋を水平方向に所定間
隔をおいて保持するとともに、その両端部に側方に突出
するボルト部材が設けられてなる一対の横枠材と、構造
物の幅方向に延在する複数本の横鉄筋と、これら横鉄筋
を高さ方向に所定間隔をおいて保持する一対の縦枠材と
を備え、前記一対の横枠材と縦枠材がそれぞれ前記縦鉄
筋および横鉄筋を保持した状態で外観箱形に接合されて
鉄筋網が形成され、この鉄筋網が複数枚互いに所定間隔
を開けた状態で対向配置され、高さ方向に延在するプレ
ート部材と水平方向に延在するつなぎ部材とから構成さ
れた固定枠が前記横枠材の前記ボルト部材に固定されて
構成されていることとしたので、鉄筋かごの主要部であ
る鉄筋網を単体で吊り起こし、さらに、鉄筋かごの設置
位置に建て込むことを比較的容易に行うことができる。"Effects of the Invention" The structure of the reinforcing bar cage of the present invention includes a plurality of vertical reinforcing bars extending in the height direction of the structure, and holding these vertical reinforcing bars horizontally at predetermined intervals, and at both ends thereof. A pair of horizontal frame members provided with laterally projecting bolt members, a plurality of horizontal reinforcing bars extending in the width direction of the structure, and holding these horizontal reinforcing bars at predetermined intervals in the height direction. And a pair of vertical frame members, wherein the pair of horizontal frame members and vertical frame members are joined to form a box-shaped external appearance while holding the vertical rebar and the horizontal rebar, respectively, to form a rebar net, and this rebar net is formed. A fixed frame composed of a plate member extending in the height direction and a connecting member extending in the horizontal direction is fixed to the bolt member of the horizontal frame member, the plurality of the plates being opposed to each other at a predetermined interval. It is the main part of the rebar cage because it is configured as It is relatively easy to hang up the reinforcing bar net alone and to build it up at the installation position of the reinforcing bar car.
また、鉄筋網以外の構成部材を各構成要素に分解して、
それぞれをプレキャスト化して現位置で取り付けること
で、補強用鋼材の削減が可能となる。そして、鉄筋かご
の組立時の補強用鋼材を削減することによって鉄筋かご
の組立、加工の効率化、省力化と製作コストの低減、組
立工程の短縮を達成することができる。Also, disassemble the components other than the rebar net into each component,
By precasting each and attaching them at the current position, it is possible to reduce the reinforcing steel material. Further, by reducing the reinforcing steel material used when assembling the reinforcing bar car, it is possible to achieve the efficiency of the assembly and processing of the reinforcing bar car, labor saving and reduction of manufacturing cost, and shortening of the assembly process.
しかも、間隔を開けて配置された鉄筋網間に固定枠を組
み付けるのみで鉄筋かごを組み立てることができるの
で、その組み立てを容易かつ迅速に行うことができる。
また、鉄筋網の横枠材の両端部にはボルト部材が設けら
れているので、溶接等の作業を行うことなく、ボルト部
材を固定枠に挿通させナットを締め付けるのみで、鉄筋
網と固定枠とを接続して鉄筋かごを組み立てることがで
きる。しかもその作業に際しては、作業員は、ナットの
締め付け作業、鉄筋かごの組み立て作業を片手で行うこ
とが可能であるうえ、固定枠を梯子として用い、つなぎ
部材を足掛かりとして、これに登って作業を行うことが
できる。Moreover, since the reinforcing bar cage can be assembled only by assembling the fixing frame between the reinforcing bar nets arranged at intervals, the assembly can be performed easily and quickly.
In addition, since the bolt members are provided at both ends of the horizontal frame member of the rebar net, the bolt members can be inserted into the fixed frame and the nuts can be tightened without performing work such as welding. You can assemble the rebar cage by connecting and. Moreover, during the work, the worker can perform the nut tightening work and the rebar cage assembling work with one hand, and also use the fixing frame as a ladder and the connecting member as a foothold to climb and work on it. It can be carried out.
また、鉄筋かごの重量が軽減されることから、建込みに
必要なクレーン等の揚重機の小型化が可能となり、狭い
場所でのクレーンの設置も比較的容易にでき、重機費用
を低減することができる。Also, since the weight of the rebar cage is reduced, it is possible to downsize cranes and other lifting machines required for construction, and it is relatively easy to install cranes in narrow spaces, reducing heavy equipment costs. You can
また、本発明の鉄筋かごの構造は、前記横枠材と縦枠材
が予め一体に形成されている構成としたので、鉄筋かご
の組み立て工程を簡略化することができる。Further, in the structure of the reinforcing bar car of the present invention, since the horizontal frame member and the vertical frame member are integrally formed in advance, the process of assembling the reinforcing bar car can be simplified.
本発明の鉄筋かごの組立方法は、複数本の縦鉄筋と、複
数本の横鉄筋とを、両端部に側方に突出するボルト部材
を備えた一対の横枠材と、一対の縦枠材とで保持して鉄
筋網を構成し、鉄筋網を複数枚互いに所定間隔を開けた
状態で対向配置し、高さ方向に延在するプレート部材と
水平方向に延在するつなぎ部材とから構成した固定枠を
前記ボルト部材に固定することとしたので、地下連続壁
等を構築する際に、現場での鉄筋かごの組み立てを行う
ことができる。A method for assembling a reinforcing bar car according to the present invention includes a plurality of vertical reinforcing bars and a plurality of horizontal reinforcing bars, a pair of horizontal frame members provided with bolt members projecting laterally at both ends, and a pair of vertical frame members. And a rebar net is formed by holding with, and a plurality of rebar nets are arranged to face each other with a predetermined interval, and are composed of a plate member extending in the height direction and a connecting member extending in the horizontal direction. Since the fixing frame is fixed to the bolt member, the reinforcing bar cage can be assembled on site when constructing the underground continuous wall or the like.
第1図ないし第5図は、本発明の鉄筋かごの一実施例を
示す図であって、第1図は鉄筋かごの全体斜視図、第2
図は正面図、第3図は平面図、第4図は固定枠の側面
図、第5図は鉄筋かごの製作状態を示す状態図である。 1……鉄筋かご、3……鉄筋網、4……縦鉄筋、5……
横枠材、5a……スタッドボルト(ボルト部材)、6……
横鉄筋、7……縦枠材、10……固定枠、11……フランジ
プレート(プレート部材)、13……つなぎアングル(つ
なぎ部材)。1 to 5 are views showing an embodiment of the reinforcing bar car of the present invention, and FIG. 1 is an overall perspective view of the reinforcing bar car, FIG.
The figure is a front view, FIG. 3 is a plan view, FIG. 4 is a side view of a fixed frame, and FIG. 5 is a state diagram showing a manufacturing state of a reinforcing bar cage. 1 ... Reinforcing cage, 3 ... Reinforcing bar net, 4 ... Vertical reinforcing bar, 5 ...
Horizontal frame material, 5a …… Stud bolt (bolt member), 6 ……
Horizontal rebar, 7 ... vertical frame material, 10 ... fixed frame, 11 ... flange plate (plate member), 13 ... connecting angle (connecting member).
───────────────────────────────────────────────────── フロントページの続き (72)発明者 徳増 秀雄 東京都中央区京橋2丁目16番1号 清水建 設株式会社内 (72)発明者 伊勢 寿一 東京都中央区京橋2丁目16番1号 清水建 設株式会社内 (72)発明者 武川 芳広 東京都中央区京橋2丁目16番1号 清水建 設株式会社内 (72)発明者 田中 佳利 東京都中央区京橋2丁目16番1号 清水建 設株式会社内 (56)参考文献 特開 平2−147716(JP,A) ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Hideo Tokumasu 2-16-1, Kyobashi, Chuo-ku, Tokyo Shimizu Construction Co., Ltd. (72) Inventor Juichi Ise 2-16-1, Kyobashi, Chuo-ku, Tokyo Shimizu Construction company (72) Inventor Yoshihiro Takekawa 2-16-1, Kyobashi, Chuo-ku, Tokyo Shimizu Construction Co., Ltd. (72) Inventor Kaori Tanaka 2-16-1, Kyobashi, Chuo-ku, Tokyo Ken Shimizu (56) Reference JP-A-2-147716 (JP, A)
Claims (3)
筋と、これら縦鉄筋を水平方向に所定間隔をおいて保持
するとともに、その両端部に側方に突出するボルト部材
が設けられてなる一対の横枠材と、構造物の幅方向に延
在する複数本の横鉄筋と、これら横鉄筋を高さ方向に所
定間隔をおいて保持する一対の縦枠材とを備え、前記一
対の横枠材と縦枠材がそれぞれ前記縦鉄筋および横鉄筋
を保持した状態で外観箱形に接合されて鉄筋網が形成さ
れ、この鉄筋網が複数枚互いに所定間隔を開けた状態で
対向配置され、高さ方向に延在するプレート部材と水平
方向に延在するつなぎ部材とから構成された固定枠が前
記横枠材の前記ボルト部材に固定されて構成されている
ことを特徴とする鉄筋かごの構造。1. A plurality of vertical rebars extending in the height direction of a structure, and a plurality of vertical rebars for holding the vertical rebars at predetermined horizontal intervals and projecting laterally at both ends thereof. A pair of horizontal frame members provided, a plurality of horizontal rebars extending in the width direction of the structure, and a pair of vertical frame members that hold these horizontal rebars at predetermined intervals in the height direction A state in which the pair of horizontal frame members and vertical frame members are joined to form a box-like appearance by holding the vertical reinforcing bar and the horizontal reinforcing bar respectively to form a reinforcing bar net, and a plurality of the reinforcing bar nets are spaced apart from each other by a predetermined distance. A fixed frame composed of a plate member extending in the height direction and a connecting member extending in the horizontal direction, the fixing frame being fixed to the bolt member of the horizontal frame member. And the structure of the rebar cage.
れていることを特徴とする請求項1記載の鉄筋かごの構
造。2. The structure of the reinforcing bar cage according to claim 1, wherein the horizontal frame member and the vertical frame member are integrally formed in advance.
両端部に側方に突出するボルト部材を備えた横枠材と、
一対の縦枠材とで保持して鉄筋網を構成し、鉄筋網を複
数枚互いに所定間隔を開けた状態で対向配置し、高さ方
向に延在するプレート部材と水平方向に延在するつなぎ
部材とから構成した固定枠を前記ボルト部材に固定する
ことを特徴とする鉄筋かごの組立方法。3. A plurality of vertical reinforcing bars and a plurality of horizontal reinforcing bars,
A horizontal frame member provided with bolt members protruding laterally at both ends,
A reinforcing bar net is formed by holding it with a pair of vertical frame members, and a plurality of reinforcing bar nets are arranged to face each other with a predetermined interval, and a plate member extending in the height direction and a joint extending in the horizontal direction. A method for assembling a reinforcing bar car, comprising fixing a fixing frame composed of a member and the bolt member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2041823A JPH07113249B2 (en) | 1990-02-22 | 1990-02-22 | Structure of rebar cage and method of assembling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2041823A JPH07113249B2 (en) | 1990-02-22 | 1990-02-22 | Structure of rebar cage and method of assembling |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03244746A JPH03244746A (en) | 1991-10-31 |
| JPH07113249B2 true JPH07113249B2 (en) | 1995-12-06 |
Family
ID=12619008
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2041823A Expired - Lifetime JPH07113249B2 (en) | 1990-02-22 | 1990-02-22 | Structure of rebar cage and method of assembling |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07113249B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010156120A (en) * | 2008-12-26 | 2010-07-15 | Noboru Sekiya | Reinforcement supporting member and reinforcement supporting frame for reinforcement installation |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02147716A (en) * | 1988-11-29 | 1990-06-06 | Taisei Corp | Method and equipment for erecting reinforcing bar cages |
-
1990
- 1990-02-22 JP JP2041823A patent/JPH07113249B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010156120A (en) * | 2008-12-26 | 2010-07-15 | Noboru Sekiya | Reinforcement supporting member and reinforcement supporting frame for reinforcement installation |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03244746A (en) | 1991-10-31 |
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