JPS6321639Y2 - - Google Patents

Info

Publication number
JPS6321639Y2
JPS6321639Y2 JP4314682U JP4314682U JPS6321639Y2 JP S6321639 Y2 JPS6321639 Y2 JP S6321639Y2 JP 4314682 U JP4314682 U JP 4314682U JP 4314682 U JP4314682 U JP 4314682U JP S6321639 Y2 JPS6321639 Y2 JP S6321639Y2
Authority
JP
Japan
Prior art keywords
support rod
wall reinforcement
floating formwork
formwork
mounting plate
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
JP4314682U
Other languages
Japanese (ja)
Other versions
JPS58145945U (en
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 filed Critical
Priority to JP4314682U priority Critical patent/JPS58145945U/en
Publication of JPS58145945U publication Critical patent/JPS58145945U/en
Application granted granted Critical
Publication of JPS6321639Y2 publication Critical patent/JPS6321639Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、パラペツト、ベランダ手すり壁など
の型枠施工に用いる浮き型枠の支持金物に関する
ものである。
[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to a supporting hardware for floating formwork used in the construction of formwork for parapets, verandah handrail walls, etc.

(従来の技術) パラペツトやベランダ手すり壁などの型枠施工
において、内側の型枠すなわち浮き型枠は、パラ
ペツトなどの配筋が完了してから組み立て、フオ
ームタイ(商品名)(登録商標)などを用いて外
側の型枠に緊結するが、この浮き型枠は施工時に
何等かの支持手段にて支持しておかなければなら
ない。従来、この支持手段としてアングル材やL
字状の鉄筋を浮き型枠の支持金物として壁筋に溶
接して、浮き型枠の下端部を受けるものであつ
た。
(Prior art) When constructing formwork for parapets, balcony handrail walls, etc., the inner formwork, that is, the floating formwork, is assembled after the reinforcing of the parapet etc. is completed, and form ties (trade name) (registered trademark), etc. This floating formwork must be supported by some kind of support means during construction. Conventionally, angle materials or L were used as this support means.
Letter-shaped reinforcing bars were welded to the wall reinforcements as supporting hardware for the floating formwork to support the lower end of the floating formwork.

(考案が解決しようとする問題点) しかし、この支持金物は壁筋に取り付けるのに
溶接を必要とするので、それだけ取付け作業に手
間と熟練を要し、またコストがかかり、さらに現
場においてレベルを容易に出せない問題があつ
た。
(Problem that the invention aims to solve) However, since this supporting hardware requires welding to be attached to the wall reinforcement, the installation work requires time and skill, and is costly. I have a problem that cannot be solved easily.

本考案の目的は、浮き型枠の支持金物を容易に
取り付けることができ、コスト上有利であり、レ
ベルを容易に出せる浮き型枠の支持金物を提供す
ることにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a supporting hardware for a floating formwork that can be easily installed, is cost-effective, and can be easily leveled.

(問題点を解決するための手段) 本考案の構成上の特徴は、浮き型枠Kを支持す
る支持棒1を、壁筋Tに取付け板2とくさび3と
を用いて取り付けるようにしたところにある。
(Means for Solving the Problems) The structural feature of the present invention is that the support rod 1 that supports the floating formwork K is attached to the wall reinforcement T using the mounting plate 2 and the wedge 3. It is in.

(実施例) 以下本考案の実施例を説明する。(Example) Examples of the present invention will be described below.

第1,2図において、本考案に係る浮き型枠の
支持金物は、支持棒1と、この支持棒を壁筋Tに
取り付けるための取付け板2およびくさび3とか
らなる。支持棒1は異形鉄筋でL字状に屈曲して
あり、前方へ水平に突出している受部1aで浮き
型枠の下端部を支持する。また支持棒1の垂直部
は異形鉄筋で構成した壁筋Tと摩擦的に当接して
いる。なお、支持棒1および壁筋Tが異形鉄筋で
ない場合には、それぞれの鉄筋の各周面を凹凸面
などにして双方の摩擦抵抗を大きくしておく。
1 and 2, the floating formwork support hardware according to the present invention consists of a support rod 1, a mounting plate 2 and a wedge 3 for attaching the support rod to a wall reinforcement T. The support rod 1 is a deformed reinforcing bar bent into an L-shape, and supports the lower end of the floating formwork with a receiving portion 1a that projects horizontally forward. Further, the vertical portion of the support rod 1 is in frictional contact with a wall reinforcement T made of deformed reinforcing bars. In addition, when the support rod 1 and the wall reinforcement T are not deformed reinforcing bars, each peripheral surface of each reinforcing bar is made into an uneven surface or the like to increase the frictional resistance between the two.

また取付け板2は曲げ加工によりU字状に形成
し、屈曲部2aで壁筋Tに掛け回し、両取付け片
2b,2bで互いに当接している支持棒1および
壁筋Tを位置保持している。両取付け片2b,2
bには挿入孔4,4aを対向して穿設してある。
この挿入孔にはくさび3が挿入してあり、押圧端
面3a(第2図)で取付け板2の屈曲部2a側に
押圧しており、このため支持棒1と壁筋Tとが、
このくさびと取付け板の屈曲部2aとで押圧的に
挾持される。第2図に示すようにくさび3の押圧
端面3aは、このくさびが挿入孔4,4aより容
易に離脱しないように鋸歯状となつており、支持
棒1の外周面を押圧している。
The mounting plate 2 is formed into a U-shape by bending, and is hung around the wall reinforcement T at the bent portion 2a, and the support rod 1 and the wall reinforcement T, which are in contact with each other, are held in position by both mounting pieces 2b, 2b. There is. Both mounting pieces 2b, 2
Insertion holes 4, 4a are formed facing each other in b.
A wedge 3 is inserted into this insertion hole, and its pressing end surface 3a (FIG. 2) presses against the bent portion 2a of the mounting plate 2, so that the support rod 1 and the wall reinforcement T are
This wedge and the bent portion 2a of the mounting plate are clamped in a compressive manner. As shown in FIG. 2, the pressing end surface 3a of the wedge 3 is serrated so that the wedge does not easily separate from the insertion holes 4, 4a, and presses against the outer circumferential surface of the support rod 1.

次に使用法について説明する。 Next, how to use it will be explained.

壁筋Tを配筋した後、この壁筋の所定の位置に
支持棒1を取り付ける。すなわち、まず、支持棒
1を取り付けるべき壁筋Tの個所に取付け板2を
掛け回して、挿入孔4,4aに緩くくさび3を打
ち込む。ついで取付け板2の下方より支持棒1の
垂直部を、内部に差し込み、その後くさび3の頭
部を強く打撃すれば、第1図に示すように支持棒
1は壁筋Tに固定した状態で取り付けられる。支
持棒1のレベル調整は、くさび3の打込み量を加
減しつつ、支持棒を上下動させて行う。同様にし
て、並設する壁筋に他の支持棒を取り付ける。す
べての支持棒を取り付けた後、支持棒1の受部1
aに浮き型枠K(第3図)を載せて支持し、最後
にこの型枠と外側の型枠Kとの間にコンクリート
Cを打設する。
After arranging the wall reinforcements T, the support rods 1 are attached to predetermined positions of the wall reinforcements. That is, first, the mounting plate 2 is hung around the wall reinforcement T where the support rod 1 is to be mounted, and the wedges 3 are loosely driven into the insertion holes 4, 4a. Next, insert the vertical part of the support rod 1 from below the mounting plate 2, and then hit the head of the wedge 3 strongly, so that the support rod 1 is fixed to the wall reinforcement T as shown in Fig. 1. It is attached. The level of the support rod 1 is adjusted by moving the support rod up and down while adjusting the driving amount of the wedge 3. In the same way, attach other support rods to the parallel wall reinforcements. After installing all the support rods, attach the receiving part 1 of the support rod 1.
A floating formwork K (Fig. 3) is placed and supported on a, and finally concrete C is poured between this formwork and the outside formwork K.

なお、第2,3図に示すように取付け片2b,
2bの長さを長くとつて、端面が浮き型枠Kの内
面Kaに当接できるようにすれば、取付け板2が
壁筋Tのかぶり厚を確保してスペーサの機能をも
有する。スペーサとして使用する場合はこの受け
金物自体をも防腐処理しておく必要がある。
In addition, as shown in FIGS. 2 and 3, the mounting pieces 2b,
If the length of the mounting plate 2b is made long so that the end face can come into contact with the inner surface Ka of the floating formwork K, the mounting plate 2 will ensure the covering thickness of the wall reinforcement T and also have the function of a spacer. When used as a spacer, the receiving metal itself must be preservative treated.

(考案の効果) 以上説明したように本考案によれば、浮き型枠
の支持金物を壁筋に取り付けるのに、従来のよう
な溶接作業が不要となるので、その取付け作業が
簡単かつ容易となり、コスト上有利であつて、さ
らに現場において支持金物のレベル調整が可能と
なるので、レベルが出しやすい。
(Effects of the invention) As explained above, according to the invention, the conventional welding work is not required to attach the supporting hardware of the floating formwork to the wall reinforcement, making the installation work simple and easy. This method is advantageous in terms of cost, and also allows for level adjustment of the supporting hardware on site, making it easy to level.

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

第1図は壁筋に取り付けている状態を示す斜視
図、第2図は第1図−線拡大断面図、第3図
は使用状態を示す断面図である。 1……支持棒、1a……受部、2……取付け
板、2a……屈曲部、2b……取付け片、3……
くさび、4,4a……挿入孔、K……浮き型枠、
Ka……浮き型枠内面、T……壁筋。
FIG. 1 is a perspective view showing the state in which it is attached to a wall reinforcement, FIG. 2 is an enlarged sectional view taken along the line of FIG. 1, and FIG. 3 is a sectional view showing the state in use. DESCRIPTION OF SYMBOLS 1... Support rod, 1a... Receiving part, 2... Mounting plate, 2a... Bent part, 2b... Mounting piece, 3...
Wedge, 4, 4a...Insertion hole, K...Floating formwork,
Ka...Inner surface of floating formwork, T...Wall striations.

Claims (1)

【実用新案登録請求の範囲】 1 垂直部と受部とからなるL字状に形成してあ
る支持棒と、屈曲部と挿入孔をそれぞれ有し対
峙する取付け片からなる平面U状に形成してあ
る取付け板と、くさびとからなり、 上記支持棒は垂直部外面で壁筋外面と接し、
受部で浮き型枠を受けることができ、 上記取付け板は、屈曲部で上記壁筋および支
持棒の垂直部に掛け回して、内部で上記壁筋お
よび支持棒の垂直部を保持し、 上記くさびは上記挿入孔に挿入して、上記屈
曲部とともに上記壁筋および支持棒の垂直部を
押圧的に挾持することを特徴とする浮き型枠の
支持金物。 2 取付け板の取付け片は、その先端面が浮き型
枠の内面に当接する長さとしてあることを特徴
とする実用新案登録請求の範囲第1項記載の浮
き型枠の支持金物。
[Scope of Claim for Utility Model Registration] 1. A supporting rod formed in an L-shape consisting of a vertical portion and a receiving portion, and a planar U-shape consisting of opposing mounting pieces each having a bent portion and an insertion hole. The supporting rod is in contact with the outer surface of the wall reinforcement at the outer surface of the vertical part,
The receiving part can receive the floating formwork, and the mounting plate is hung around the vertical part of the wall reinforcement and support rod at the bent part to hold the wall reinforcement and the vertical part of the support rod inside, A supporting hardware for a floating formwork, characterized in that the wedge is inserted into the insertion hole and presses the wall reinforcement and the vertical part of the support rod together with the bent part. 2. The supporting hardware for a floating formwork according to claim 1, wherein the mounting piece of the mounting plate has a length such that its end surface comes into contact with the inner surface of the floating formwork.
JP4314682U 1982-03-29 1982-03-29 Support hardware for floating formwork Granted JPS58145945U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4314682U JPS58145945U (en) 1982-03-29 1982-03-29 Support hardware for floating formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4314682U JPS58145945U (en) 1982-03-29 1982-03-29 Support hardware for floating formwork

Publications (2)

Publication Number Publication Date
JPS58145945U JPS58145945U (en) 1983-10-01
JPS6321639Y2 true JPS6321639Y2 (en) 1988-06-15

Family

ID=30054246

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4314682U Granted JPS58145945U (en) 1982-03-29 1982-03-29 Support hardware for floating formwork

Country Status (1)

Country Link
JP (1) JPS58145945U (en)

Also Published As

Publication number Publication date
JPS58145945U (en) 1983-10-01

Similar Documents

Publication Publication Date Title
JPS607108B2 (en) Curtain wall renovation method
JPS6321639Y2 (en)
JP2677893B2 (en) Pillar formwork construction method
JPH041235Y2 (en)
JPH0115774Y2 (en)
JPH0426562Y2 (en)
JPS6319448Y2 (en)
JPH0229137Y2 (en)
KR200346435Y1 (en) Truss Girder Attached Deck Plate Equiped with End Fixture
JP2939760B2 (en) Separator fixture for reinforced concrete casting formwork
JPH03281855A (en) Floor framing construction for building
JP2577145Y2 (en) Width stop member for base formwork construction for housing foundation
JPH054486Y2 (en)
JPH0545712Y2 (en)
JPH0351453Y2 (en)
JP4031626B2 (en) Support structure for inner wall formwork
JPH0426568Y2 (en)
JPS5817044Y2 (en) Architectural anchor fittings
JPS6328258Y2 (en)
JPS59138619A (en) Decorated frame for foundation
JPS6013951Y2 (en) Handrail mounting structure
JP2742965B2 (en) Balcony construction method
JPH0633119Y2 (en) Floating formwork support
JPH04120809U (en) Shear wall reinforcing bar mounting bracket
JPS63233173A (en) Insulating structure of wall and frame