JPH0634491Y2 - Formwork and floor slab - Google Patents

Formwork and floor slab

Info

Publication number
JPH0634491Y2
JPH0634491Y2 JP16225787U JP16225787U JPH0634491Y2 JP H0634491 Y2 JPH0634491 Y2 JP H0634491Y2 JP 16225787 U JP16225787 U JP 16225787U JP 16225787 U JP16225787 U JP 16225787U JP H0634491 Y2 JPH0634491 Y2 JP H0634491Y2
Authority
JP
Japan
Prior art keywords
formwork
bars
floor slab
horizontal main
parallel
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
Application number
JP16225787U
Other languages
Japanese (ja)
Other versions
JPH0167208U (en
Inventor
良雄 千田
茂夫 阿部
Original Assignee
良雄 千田
茂夫 阿部
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 良雄 千田, 茂夫 阿部 filed Critical 良雄 千田
Priority to JP16225787U priority Critical patent/JPH0634491Y2/en
Publication of JPH0167208U publication Critical patent/JPH0167208U/ja
Application granted granted Critical
Publication of JPH0634491Y2 publication Critical patent/JPH0634491Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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】 (産業上の利用分野) この考案は構造物の鉄筋コンクリート床版の施工に使用
する型枠兼用床版材に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to a slab used also as a formwork for the construction of reinforced concrete slabs for structures.

(従来の技術) 鉄筋コンクリート床版は、梁型枠間に床版型枠を設置し
たのち、その上に鉄筋を配置して裾付け、コンクリート
を打設硬化させて構築されている。床版型枠にはパイプ
サポート、枠組サポート等の支保工材を必要とする仮設
的な合板製のもの、また支保工材を必要とせず、コンク
リートの硬化後も構造物の一部として残す本設的な金属
板製のものがある。
(Prior Art) A reinforced concrete floor slab is constructed by installing a floor slab formwork between beam formwork, arranging a reinforcing bar on the slab formwork, skirting it, and pouring and hardening concrete. The slab formwork is made of temporary plywood that requires supporting materials such as pipe supports and framework supports, and a book that does not require supporting materials and remains as a part of the structure even after hardening of concrete. Some are made of concrete metal plates.

しかしながらいずれの場合も施工現場において特殊技能
をもった配筋工により鉄筋の配置裾付けを行わなければ
ならず、多大な手間を要して工期が長くなるだけでな
く、工費も高価になるという問題があった。
However, in both cases, the reinforcing bar must be laid and skirted at the construction site by a bar laying man with special skills, which not only requires a great deal of time and labor, but also increases the construction cost. There was a problem.

この考案は上記のような従来の問題点を解決し、工事を
省力化して工期の短縮化を図り、また工費も安価にする
ことができる型枠兼用床版材を提供することを目的とす
る。
An object of the present invention is to solve the above-mentioned conventional problems, to save labor and shorten the construction period, and also to provide a formwork / slab material which can reduce the construction cost. .

(問題点を解決するための手段) 上記目的を達成するためのこの考案は、上面に所定の幅
および高さを有する複数の突条が互いに間隔を置いて平
行に配列形成された型枠と、互いに間隔を置いて平行に
配列された少くとも上下各1対の水平主筋、これらの水
平主筋を互いに間隔を置いて取巻く複数のあばら筋およ
び適宜のあばら筋の側部から横向きに張出す結合筋を有
する複数の鉄筋組立体とを備え、前記鉄筋組立体は前記
型枠の隣接する突条間に水平主筋が該突条と平行となる
ように配置され、しかも前記あばら筋の下端が型枠から
遊離した状態で前記突条の上面に固着されていることを
特徴とするものである。
(Means for Solving the Problems) This invention for achieving the above-mentioned object includes a formwork in which a plurality of ridges having a predetermined width and height are formed in parallel with each other at intervals on an upper surface. , At least a pair of upper and lower horizontal bars arranged in parallel at a distance from each other, a plurality of stirrups surrounding the horizontal main bars at a distance from each other, and a coupling extending laterally from the side of an appropriate stirrup bar A plurality of reinforcing bar assemblies having reinforcing bars, wherein the reinforcing bar assembly is arranged between the adjacent ridges of the formwork such that the horizontal main bars are parallel to the ridges, and the lower end of the stirrup bar is a mold. It is characterized in that it is fixed to the upper surface of the ridge in a state of being separated from the frame.

(実施例) 以下、図面に示す一実施例に基づいてこの考案を説明す
る。
(Embodiment) The present invention will be described below based on an embodiment shown in the drawings.

第1〜3図に示すように1は型枠であって、この型枠1
は金属製の平板2および複数の突条を構成する金属製の
溝形部材3から構成されている。複数の溝形部材3は平
板2の上面に互いに間隔を置いて平行に配列され、その
開口端に形成された外向きの水平片3aにおいて平板2に
固着されている。
As shown in FIGS. 1 to 3, 1 is a mold, and this mold 1
Is composed of a flat plate 2 made of metal and a channel member 3 made of metal constituting a plurality of ridges. The plurality of groove-shaped members 3 are arranged in parallel with each other on the upper surface of the flat plate 2 and are fixed to the flat plate 2 at an outward horizontal piece 3a formed at the open end thereof.

4は鉄筋組立体を示し、この鉄筋組立体4は上下各1対
の水平主筋5,6、複数のあばら筋7および結合筋8から
構成されている、水平主筋5,6は互いに間隔を置いて平
行に配列され、これらの水平主筋5,6を取巻いて複数の
あばら筋7が互いに間隔を置いて配置され、あばら筋7
はその隅部において水平主筋5,6に固着されている。適
宜のあばら筋7の一側部または他側部には横向きに張出
す結合筋8が固着されている。
Reference numeral 4 denotes a reinforcing bar assembly, which is composed of a pair of upper and lower horizontal main bars 5,6, a plurality of stirrup bars 7 and connecting bars 8. The horizontal main bars 5,6 are spaced from each other. Are arranged parallel to each other, and a plurality of stirrup bars 7 are arranged around these horizontal main bars 5 and 6 at a distance from each other.
Is fixed to the horizontal main bars 5 and 6 at its corners. On one side or the other side of the appropriate stirrup 7, a connecting streak 8 that laterally extends is fixed.

鉄筋組立体4は隣接する溝形部材3間に水平主筋5,6が
溝形部材3と平行となるように配置される。その際結合
筋8が溝形部材3の上面に固着され、これにより鉄筋組
立体4はあばら筋7の下端が型枠1から遊離した状態で
固着される。
The reinforcing bar assembly 4 is arranged between the adjacent channel members 3 such that the horizontal main bars 5, 6 are parallel to the channel members 3. At that time, the connecting bar 8 is fixed to the upper surface of the channel member 3, whereby the reinforcing bar assembly 4 is fixed in a state where the lower end of the stir bar 7 is separated from the form 1.

鉄筋組立体4の製作および該組立体4の型枠1への裾付
けは施工現場および加工工場のいずれでも行うことがで
きるが、加工工場で行う方が能率がよく、また精度もよ
い。
The production of the reinforcing bar assembly 4 and the hem of the assembly 4 to the formwork 1 can be performed at both the construction site and the processing factory, but it is more efficient and accurate at the processing factory.

上記型枠1および鉄筋組立体4からなる床版材は構造物
の図示しない梁間に載置され、その際主筋5,6は梁の中
にアンカーされる。そして型枠1上にコンクリートを打
設して硬化させ、このようにして鉄筋コンクリート床版
が形成される。
The floor slab composed of the form 1 and the reinforcing bar assembly 4 is placed between beams (not shown) of the structure, and the main bars 5 and 6 are anchored in the beams. Then, concrete is cast on the formwork 1 to be hardened, and thus the reinforced concrete floor slab is formed.

このような床版材によれば、型枠1の上面に形成された
溝形部材3の上面に結合筋8を固着するだけで、鉄筋組
立体4の型枠1への裾付けを極めて容易にしかも精度よ
く行うことができる。また鉄筋組立体4を前記のように
結合筋8を介して溝形部材3に支持することにより、あ
ばら筋7が型枠1から遊離して所定コンクリートのかぶ
り厚が得られ、施工時にはスペーサー等の器具を全く必
要としない。さらに上記床版材は、複数の小梁を有する
床版構造となり、大きな強度を期待できる。また突条を
前記のように溝形部材3によって構成した場合は、その
内部に直接電気配線することが可能となり、したがって
電気配管が不要となる。
According to such a floor slab material, it is extremely easy to attach the reinforcing bar assembly 4 to the formwork 1 only by fixing the connecting bar 8 to the upper surface of the channel member 3 formed on the upper surface of the formwork 1. Moreover, it can be performed accurately. Further, by supporting the reinforcing bar assembly 4 to the channel member 3 via the connecting bar 8 as described above, the stirrup bar 7 is separated from the formwork 1 to obtain a predetermined concrete cover thickness. You don't need any equipment. Further, the floor slab material has a floor slab structure having a plurality of beam beams, and can be expected to have high strength. Further, in the case where the ridge is constituted by the groove-shaped member 3 as described above, it is possible to directly carry out electrical wiring inside the ridge, so that electric piping is not necessary.

床版材は適宜の幅および長さをもったものとしてユニッ
ト化され、建築物の床版(スラブ)に応じた枚数が敷設
されることとなる。
Floor slabs are unitized as having appropriate width and length, and the number of slabs is laid according to the floor slab (slab) of the building.

(考案の効果) 以上のようにこの考案によれば、床版材を型枠とこれに
固着される鉄筋組立体とによって構成したので、鉄筋組
立体は工場等の施工現場以外のところでも製作すること
ができ、しかも鉄筋組立体の型枠への裾付けは該組立体
を型枠に設けた隣接する突条間に配置し、結合筋を突条
に固着するだけで容易にかつ精度よく行える。このよう
なことから、従来のような施工現場における特殊技能に
基づく配筋工事が不要となり、したがって工事の省力化
による工期の短縮化および工費の削減を図ることができ
る。
(Effect of the Invention) As described above, according to the present invention, since the floor slab is composed of the form and the rebar assembly fixed to the frame, the rebar assembly can be manufactured at a place other than the construction site such as a factory. Further, the hem of the reinforcing bar assembly to the mold can be easily and accurately arranged by simply arranging the assembly between the adjacent ridges provided on the mold and fixing the connecting bar to the ridge. You can do it. For this reason, the conventional bar arrangement work based on the special skill at the construction site is not required, and thus the work period can be shortened and the construction cost can be reduced by the labor saving of the work.

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

第1図はこの考案の一実施例を示す斜視図、第2図は同
上のものの平面図、第3図は同上のもののコンクリート
打設後における断面図。 1……型枠、2……平板 3……溝形部材、4……鉄筋組立体 5……上部水平主筋、6……下部水平主筋 7……あばら筋、8……結合筋
FIG. 1 is a perspective view showing an embodiment of the present invention, FIG. 2 is a plan view of the same as above, and FIG. 3 is a sectional view of the same as above after concrete is poured. 1 ... Formwork, 2 ... Flat plate 3 ... Channel member, 4 ... Reinforcing bar assembly 5 ... Upper horizontal main bar, 6 ... Lower horizontal main bar 7 ... Rib bar, 8 ... Connecting bar

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】上面に所定の幅および高さを有する複数の
突条が互いに間隔を置いて平行に配列形成された型枠
と、互いに間隔を置いて平行に配列された少くとも上下
各1対の水平主筋、これらの水平主筋を互いに間隔を置
いて取巻く複数のあばら筋および適宜のあばら筋の側部
から横向きに張出す結合筋を有する複数の鉄筋組立体と
を具え、前記鉄筋組立体は前記型枠の隣接する突条間に
水平主筋が該突条と平行となるように配置され、しかも
前記あばら筋の下端が型枠から遊離した状態で前記突条
の上面に固着されていることを特徴とする型枠兼用床版
材。
1. A formwork in which a plurality of ridges having a predetermined width and height are arranged in parallel on an upper surface, and at least one upper and lower sides are arranged in parallel with each other. A pair of horizontal main bars, a plurality of stirrups surrounding these horizontal main bars at intervals, and a plurality of reinforcing bar assemblies having connecting bars laterally extending from the sides of the appropriate stirrup bars; Is arranged between the adjacent ridges of the mold so that the horizontal main bar is parallel to the ridge, and the lower end of the stirrup is fixed to the upper surface of the ridge in a state of being separated from the mold. A floor slab that also serves as a formwork.
JP16225787U 1987-10-23 1987-10-23 Formwork and floor slab Expired - Lifetime JPH0634491Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16225787U JPH0634491Y2 (en) 1987-10-23 1987-10-23 Formwork and floor slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16225787U JPH0634491Y2 (en) 1987-10-23 1987-10-23 Formwork and floor slab

Publications (2)

Publication Number Publication Date
JPH0167208U JPH0167208U (en) 1989-04-28
JPH0634491Y2 true JPH0634491Y2 (en) 1994-09-07

Family

ID=31445919

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16225787U Expired - Lifetime JPH0634491Y2 (en) 1987-10-23 1987-10-23 Formwork and floor slab

Country Status (1)

Country Link
JP (1) JPH0634491Y2 (en)

Also Published As

Publication number Publication date
JPH0167208U (en) 1989-04-28

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