JPH09217487A - Structure of form for foundation concrete and form board fixture - Google Patents

Structure of form for foundation concrete and form board fixture

Info

Publication number
JPH09217487A
JPH09217487A JP5098896A JP5098896A JPH09217487A JP H09217487 A JPH09217487 A JP H09217487A JP 5098896 A JP5098896 A JP 5098896A JP 5098896 A JP5098896 A JP 5098896A JP H09217487 A JPH09217487 A JP H09217487A
Authority
JP
Japan
Prior art keywords
base
frame plate
concrete
frame
holder
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.)
Granted
Application number
JP5098896A
Other languages
Japanese (ja)
Other versions
JP3765090B2 (en
Inventor
Toshihiko Santo
利彦 山東
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP05098896A priority Critical patent/JP3765090B2/en
Publication of JPH09217487A publication Critical patent/JPH09217487A/en
Application granted granted Critical
Publication of JP3765090B2 publication Critical patent/JP3765090B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To make possible a simultaneous formation of foundation concrete and an underfloor concrete layer by placing one form board on a support which can moves up and down, fixing immovably the other form board to a flat head of an L-shaped attachment member, and pouring concrete between the two form boards. SOLUTION: An L-shaped attachment member 9 is fixed to a base 6, and a form board 4a is stood upright and fixed with a collar 17 and stopper 21 provided on a flat part of the attachment member 9. A supporting pole 7 is erected on one edge of the base 6, a support which can move up and down is fitted to the supporting pole 7, and a form board 4b is placed on the support 8. When foundation concrete is formed by pouring concrete is poured into both form boards 4a, 4b from the top, the concrete flows below the floor from a space between the form board 4b and the base 6, and can form an underfloor concrete layer simultaneously.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は住宅等の基礎コンクリー
トを造成する場合に枠板を配置するだけで簡単に型枠を
構成することが出来る技術に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a technique for easily forming a mold by arranging a frame plate when constructing a basic concrete for a house or the like.

【0002】[0002]

【従来の技術】基礎コンクリートは概略逆T型断面を成
し、この基礎コンクリートは所定の型枠にコンクリート
を流し込んで造成される。この場合、型枠はベニヤ板を
一定間隔をおいて垂直に併設して基礎コンクリートのベ
ースを造り、該ベース上に同じく間隔を狭くした立ち上
がり用型枠を設置してコンクリートを流し込んでいる。
従って、ベースと立ち上がりをそれぞれ別々に造成しな
くてはならず、上記型枠の組立作業が面倒であるだけで
なく、基礎コンクリートの造成を一度に行う場合にくら
べて該型枠の製作やコンクリートの流し込み作業に要す
る工数は約2倍になってしまう。
2. Description of the Related Art Basic concrete has an approximately inverted T-shaped cross section, and this basic concrete is constructed by pouring concrete into a predetermined form. In this case, the formwork is made by vertically stacking veneer plates at regular intervals to form a base of basic concrete, and a rising formwork also having a narrow interval is installed on the base to pour concrete.
Therefore, it is necessary to separately form the base and the stand-up, which is not only a troublesome assembling work of the above-mentioned formwork but also the production of the formwork and the concrete is more difficult than the case where the foundation concrete is created at once. The number of man-hours required for the pouring work is doubled.

【0003】そして近年では床下全面をコンクリート面
として、地面からの水分の上昇を防止し(防湿)、防湿
処理することで白アリの発生を防止している。従って、
この場合には上記基礎コンクリートを造成した後でさら
に地面にコンクリート面を造成している訳であって、三
回にわたってコンクリートの流し込み作業が行われる。
In recent years, the entire floor under the floor has been made a concrete surface to prevent the rise of water from the ground (moisture-proof) and to prevent the occurrence of termites by a moisture-proof treatment. Therefore,
In this case, the concrete surface is further formed on the ground after forming the basic concrete, and the concrete pouring work is performed three times.

【0004】[0004]

【本発明が解決しようとする課題】このように従来の基
礎コンクリートの型枠構造には上記のごとき問題があ
る。本発明が解決しようとする課題はこの問題点であっ
て、型枠の組立が容易であって、しかもコンクリートの
流し込み作業回数も一度で済む基礎コンクリートの型枠
構造を提供する。
As described above, the conventional formwork of basic concrete has the above-mentioned problems. The problem to be solved by the present invention is this problem, and provides a basic concrete formwork structure in which the assembling of the formwork is easy and the number of times of concrete pouring work is only required once.

【0005】[0005]

【課題を解決するための手段】本発明は基礎コンクリー
ト断面形状を逆T型ではなくて、L型を成した断面形状
とし、型枠はL型断面の基礎コンクリートが造成出来る
構造と成っている。そこで、ベースの片端には支持柱を
垂直に起立し、この支持柱には受けを上下動自在に取り
付けし、該受けは所定の高さにて固定することが出来
る。そしてこの受けには枠板が載って支持される。
According to the present invention, the cross-sectional shape of the basic concrete is not the inverted T-shaped but the L-shaped cross-sectional shape, and the formwork is constructed so that the basic concrete having the L-shaped cross section can be formed. . Therefore, a support pillar is vertically erected at one end of the base, and a receiver is attached to the support pillar so as to be vertically movable, and the receiver can be fixed at a predetermined height. A frame plate is placed on and supported by this receiver.

【0006】又、上記ベースにはL型に屈曲した取付け
部材を固定し、このL型の取付け部材はベースから起立
して所定の高さで屈曲して水平部となり、水平部の先端
部にはツバを設けると共にネジを形成している。従っ
て、上記枠板に対向する他の枠板をこの水平部に取り付
けする。上記取付け部材の水平部を支持する為に、途中
にはベースから起立した支えが溶接されている。そし
て、基礎構築用筋枠は取付け部材に載って支持される。
An L-shaped mounting member is fixed to the base, and the L-shaped mounting member stands up from the base and bends at a predetermined height to form a horizontal portion. Is provided with a collar and a screw. Therefore, another frame plate facing the frame plate is attached to this horizontal portion. In order to support the horizontal portion of the mounting member, a support standing upright from the base is welded midway. Then, the foundation building streak frame is mounted on and supported by the mounting member.

【0007】このように互いに平行な両枠板は垂直に起
立して配置されるが、内側に位置する枠板は受けによっ
て支持される為に、ベースからは大きく離れて空間を残
している。コンクリートはこの両枠板の間に流し込まれ
ることになるが、片方の枠板の下方に残される空間から
コンクリートは流れ出て、床下面のコンクリート層とな
る。以下、本発明に係る実施例を図面に基づいて詳細に
説明する。
As described above, the two frame plates which are parallel to each other are arranged upright vertically, but the frame plates located inside are supported by the receivers, and thus are largely separated from the base to leave a space. The concrete will be poured between the two frame plates, but the concrete will flow out from the space left under one frame plate to form a concrete layer on the bottom surface of the floor. Hereinafter, embodiments according to the present invention will be described in detail with reference to the drawings.

【0008】[0008]

【実施例】図1は本発明が対象とする基礎コンクリート
の断面を表している具体例である。外側に位置する基礎
コンクリート1と内側に位置する基礎コンクリート2と
の間にはコンクリート層3が形成されている。このコン
クリート層3によって床下の湿気は極力抑えられ、建物
が白アリ等の害虫に侵されることはなく、しかも床下の
気密性や断熱性が高められる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a concrete example showing a cross section of basic concrete to which the present invention is applied. A concrete layer 3 is formed between a basic concrete 1 located outside and a basic concrete 2 located inside. By this concrete layer 3, moisture under the floor is suppressed as much as possible, the building is not invaded by harmful insects such as termites, and the airtightness and heat insulating property under the floor are enhanced.

【0009】上記基礎コンクリート1、2及び床下のコ
ンクリート層3を造成する場合、保持具に枠板4a、4
b、5a、5bが取付けられ、両枠板4a、4b及び5
a、5b間の空間にコンクリートが流し込まれる。従っ
て、同時に両基礎コンクリート1、2の他に上記コンク
リート層3が造成され、一回の枠組とコンクリートの流
し込む作業で完成する。本発明では基礎コンクリート1
を対象としている為に、基礎コンクリート2を造成する
型枠構造は特に限定しないが、例えば平成7年6月17
日付けの特許出願に係る基礎コンクリートの型枠構造を
利用することが出来る。
When the above-mentioned basic concretes 1 and 2 and the concrete layer 3 under the floor are to be constructed, the frame plates 4a and 4 are attached to the holders.
b, 5a, 5b are attached to both frame plates 4a, 4b and 5
Concrete is poured into the space between a and 5b. Therefore, at the same time, the concrete layer 3 is formed in addition to the two basic concretes 1 and 2, and the work is completed by one-time frame work and concrete pouring work. In the present invention, basic concrete 1
Therefore, the formwork structure for forming the basic concrete 2 is not particularly limited, but for example, June 17, 1995.
It is possible to use the formwork structure of the basic concrete according to the dated patent application.

【0010】ところで、基礎コンクリート1を造成する
為の型枠を取り付けする保持具は図2に示している。同
図の6はベース、7は支持柱、8は受け、そして9は取
付け部材を表している。支持柱7はベースの片端に垂直
をなして起立し、受け8はこの支持柱7をガイドとして
上下動出来るように取付けられている。そして、所定の
高さで固定するためのロックネジ10を備えている。
By the way, a holder to which a formwork for constructing the foundation concrete 1 is attached is shown in FIG. In the figure, 6 is a base, 7 is a support column, 8 is a support, and 9 is a mounting member. The support pillar 7 stands upright at one end of the base, and the receiver 8 is attached so that the support pillar 7 can be moved up and down using the support pillar 7 as a guide. Then, a lock screw 10 for fixing at a predetermined height is provided.

【0011】上記ベース6は両側に縁11、11を起立
した断面コ型の部材であり、支持柱7はこのベース6の
底面12に溶接されて起立し、四角形の筒体をした該支
持柱7には受け8の下方に延びているガイド棒13が遊
嵌して上下動することが出来、それによって受け8の高
さは自由に変え得る。そして、この受け8はコ型を成し
て前記図1に示した枠板4bが載って取付けられる。
The base 6 is a member having a U-shaped cross section with edges 11 and 11 erected on both sides, and the support pillar 7 is welded to the bottom surface 12 of the base 6 and erected to form a rectangular cylindrical support pillar. A guide rod 13 extending below the receiver 8 can be loosely fitted in the receiver 7 and moved up and down, whereby the height of the receiver 8 can be freely changed. The receiver 8 is U-shaped and has the frame plate 4b shown in FIG. 1 mounted thereon.

【0012】一方、取付け部材9は垂直部14と水平部
15を有すL型に屈曲した形状を成し、該垂直部14は
ベース底面12に溶接されて起立し、又水平部15の途
中には同じくベース底面12から起立する支持棒16と
溶接されて支えられている。そして水平部15の先端部
にはツバ17が設けられ、該ツバ17より先端はネジが
形成されている。前記図1に示した枠板4aは水平部1
5のツバ17に当たって位置決めされて取付けられるこ
とになる。枠板4aの下端はベース6に載って位置決め
され、片端に形成している切欠き19の当たり面20に
当接する。従って、当たり面20はツバ17と同じ垂直
面に形成され、枠板4aは垂直に起立して配置される。
On the other hand, the mounting member 9 has an L-shaped bent shape having a vertical portion 14 and a horizontal portion 15. The vertical portion 14 is welded to the bottom surface 12 of the base to stand upright, and in the middle of the horizontal portion 15. Is also welded to and supported by a support rod 16 standing upright from the base bottom surface 12. A flange 17 is provided at the tip of the horizontal portion 15, and a screw is formed at the tip of the flange 17. The frame plate 4a shown in FIG.
It is positioned and attached by hitting the collar 17 of No. 5. The lower end of the frame plate 4a is placed on the base 6 and positioned, and abuts on the contact surface 20 of the notch 19 formed at one end. Therefore, the contact surface 20 is formed on the same vertical surface as the brim 17, and the frame plate 4a is vertically erected.

【0013】図3は本発明の保持具に両枠板4a、4b
を取り付けした場合である。一方の枠板4aはベース6
に形成した切欠き19に当てて位置決めされ、又水平部
15のツバ17とバー材を成した止着具21に挟まれて
固定されている。一方の枠板4bは受け8に載って支持
され、同じ受け8には補強桟22が載っている。そし
て、両枠板4a、4bの上端部には連結棒23が掛け渡
しされている。このように、枠板4bは受け8に載って
ベース6との間には大きな空間が残され、両枠板4a、
4bの上部から流し込まれるコンクリートは枠板4bの
下方空間から流れて前記図1に示している床下のコンク
リート層3を造成することになる。
FIG. 3 shows the holder of the present invention with both frame plates 4a and 4b.
This is the case when is attached. One frame plate 4a is a base 6
It is positioned by being applied to the notch 19 formed in the above, and is also fixed by being sandwiched between the brim 17 of the horizontal portion 15 and the fastener 21 formed of a bar material. One frame plate 4b is mounted on and supported by a receiver 8, and a reinforcing bar 22 is mounted on the same receiver 8. A connecting rod 23 is bridged over the upper ends of the frame plates 4a and 4b. In this way, the frame plate 4b is placed on the receiver 8 and a large space is left between the frame plate 4b and the base 6, so that both frame plates 4a,
The concrete poured from the upper portion of 4b flows from the space below the frame plate 4b to form the concrete layer 3 under the floor shown in FIG.

【0014】両枠板間には基礎構築用筋枠24が配置さ
れて基礎コンクリートが造成されることに成る訳であ
り、この基礎構築用筋枠24は取付け部材9の水平部1
5に載って配置される。そして水平部15を支えている
支持棒16に当接して位置決めされている。図4はこの
基礎構築用筋枠24を表している具体例である。水平に
延びる取着棒25に複数の筋枠26、26…が取付けら
れている。
The foundation building reinforcement frame 24 is arranged between the two frame plates to form the foundation concrete, and the foundation construction reinforcement frame 24 is mounted on the horizontal portion 1 of the mounting member 9.
5 is placed. Then, it is positioned by abutting on a support rod 16 supporting the horizontal portion 15. FIG. 4 is a specific example showing this basic construction muscle frame 24. A plurality of reinforcing frames 26, 26 ... Are attached to a horizontally extending attachment rod 25.

【0015】該筋枠26は同図に示すごとく、概略L型
をした形状であり、垂直部27と水平部28から成って
いる。取着棒25は垂直部27と水平部28のコーナに
位置して溶接されている。ところで、同図に示す基礎構
築用筋枠24は単なる一具体例であって、本発明では該
基礎構築用筋枠24の構造を限定するものではない。以
上述べたように、本発明の型枠構造はベースの片端に設
けた支持柱に上下動可能に取り付けした受けには一方の
枠板を載せ、ベースの他端側には取付け部材を設けてそ
の水平部に他方の枠板を取り付けしたものであって、次
のような効果を得ることが出来る。
As shown in the figure, the streak frame 26 has a generally L-shaped shape and is composed of a vertical portion 27 and a horizontal portion 28. The attachment rod 25 is welded at the corners of the vertical portion 27 and the horizontal portion 28. By the way, the basic construction reinforcement frame 24 shown in the figure is merely one specific example, and the present invention does not limit the structure of the basic construction reinforcement frame 24. As described above, in the formwork structure of the present invention, one frame plate is placed on the receiver vertically attached to the support column provided on one end of the base, and the attachment member is provided on the other end side of the base. The other frame plate is attached to the horizontal portion, and the following effects can be obtained.

【0016】[0016]

【発明の効果】本発明の型枠構造は一方の枠板を上下動
出来得る受けに載って支持され、他方の枠板は取付け部
材の水平部先端に止着されて配置し、これら両枠板間に
コンクリートを流し込んで基礎コンクリートが簡単に造
成される。そして、内側に位置する枠板は受けに載って
支持されている為に、その高さが自由に調整され得る。
両枠板間に流し込まれたコンクリートはベースと枠板と
の間に残された空間から流れ出て、床下のコンクリート
層が造成され得る。すなわち、本発明の型枠構造は基礎
コンクリートのみでなく、コンクリート層までも同時に
造成することが出来る為にその作業性は高く、経費の削
減が図られる。
According to the formwork structure of the present invention, one frame plate is supported by being mounted on a receiver which can be moved up and down, and the other frame plate is fixedly attached to the end of the horizontal portion of the mounting member. Basic concrete is easily created by pouring concrete between the boards. The height of the frame plate located inside can be freely adjusted because it is mounted on the receiver and supported.
The concrete poured between both frame plates flows out from the space left between the base and the frame plates, and a concrete layer under the floor can be formed. That is, since the formwork structure of the present invention can form not only the basic concrete but also the concrete layer at the same time, its workability is high and the cost can be reduced.

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

【図1】型枠構造を表している実施例。FIG. 1 is an example showing a formwork structure.

【図2】本発明の型枠を構成する為の枠板を配置する保
持具。
FIG. 2 is a holder for arranging a frame plate for forming the mold of the present invention.

【図3】保持具に枠板を配置した本発明の型枠構造。FIG. 3 is a formwork structure of the present invention in which a frame plate is arranged on a holder.

【図4】基礎構築用筋枠の具体例。FIG. 4 is a concrete example of a frame for constructing a foundation.

【符号の説明】[Explanation of symbols]

1 基礎コンクリート 2 基礎コンクリート 3 コンクリート層 4 枠板 5 枠板 6 ベース 7 支持柱 8 受け 9 取付け部材 10 ロックネジ 11 縁 12 底面 13 ガイド棒 14 垂直部 15 水平部 16 支持棒 17 ツバ 18 ネジ 19 切欠き 20 当たり面 21 止着具 22 補助桟 23 連結棒 24 基礎構築用筋枠 25 取着棒 26 筋枠 27 垂直部 28 水平部 1 Basic concrete 2 Basic concrete 3 Concrete layer 4 Frame plate 5 Frame plate 6 Base 7 Support column 8 Receiving 9 Mounting member 10 Lock screw 11 Edge 12 Bottom 13 Guide bar 14 Vertical part 15 Horizontal part 16 Support bar 17 Flange 18 Screw 19 Notch 20 Contact surface 21 Fastener 22 Auxiliary beam 23 Connecting rod 24 Reinforcing frame for foundation construction 25 Mounting rod 26 Reinforcing frame 27 Vertical section 28 Horizontal section

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 基礎コンクリートと床下のコンクリート
層を同時に造成する為の基礎コンクリートの型枠構造に
おいて、基礎コンクリートを造成する為の枠板は保持具
に取付けられ、該保持具はベースの片端に支持柱を起立
して一方の枠板を載せる受けをベースとの間に空間を残
して上下動可能に設け、又他方の枠板を止着する為の取
付け部材をベースに設け、更に両枠板間には基礎構築用
筋枠を配置したことを特徴とする基礎コンクリートの型
枠構造。
1. In a formwork structure of basic concrete for simultaneously forming basic concrete and an underfloor concrete layer, a frame plate for forming basic concrete is attached to a holder, and the holder is attached to one end of a base. A support for erecting the support pillar and mounting one frame plate is provided so that it can move up and down leaving a space between it and the base, and a mounting member for fixing the other frame plate is provided on the base. Formwork structure of foundation concrete characterized by arranging a reinforcing frame for foundation construction between the plates.
【請求項2】基礎コンクリートと床下のコンクリート層
を同時に造成する為の基礎コンクリートの型枠構造にお
いて、基礎コンクリートを造成する為の枠板は保持具に
取付けられ、該保持具はベースの片端に支持柱を起立し
て一方の枠板を載せる受けをベースとの間に空間を残し
て上下動可能に設け、又他方の枠板を止着する為の取付
け部材をベースに設け、該取付け部材は垂直部と水平部
から成るL型を成して、水平部先端にはツバを形成する
と共にネジを設け、枠板は該ツバに当たって位置決めさ
れると共に止着具にてネジ止めされ、更に両枠板間には
基礎構築用筋枠を配置したことを特徴とする基礎コンク
リートの型枠構造。
2. In a formwork structure of basic concrete for simultaneously forming basic concrete and an underfloor concrete layer, a frame plate for forming basic concrete is attached to a holder, and the holder is attached to one end of the base. A support for erecting the support pillar and mounting one frame plate is provided so as to be movable up and down leaving a space between the support column and the base plate, and a mounting member for fixing the other frame plate is provided on the base. Is an L-shape composed of a vertical part and a horizontal part, and a flange is formed at the tip of the horizontal part and a screw is provided, and the frame plate is positioned by hitting the flange and screwed by a fastening tool. Formwork structure of foundation concrete characterized by arranging reinforcement frames for foundation construction between the frame plates.
【請求項3】 基礎コンクリートと床下のコンクリート
層を同時に造成する為の基礎コンクリートの型枠構造に
おいて、基礎コンクリートを造成する為の枠板は保持具
に取付けられ、該保持具はベースの片端に支持柱を起立
して一方の枠板を載せる受けをベースとの間に空間を残
して上下動可能に設け、又他方の枠板を止着する為の取
付け部材をベースに設け、該取付け部材は垂直部と水平
部から成るL型を成して、水平部先端にはツバを形成す
ると共にネジを設け、枠板は該ツバに当たって位置決め
されると共に止着具にてネジ止めされ、そして枠板下端
はベースに形成した切欠きに当てて位置決めし、上端部
には連結棒を配置して両枠板を連結し、更に両枠板間に
は取着棒に概略L型をした筋枠を溶接して成る基礎構築
用筋枠を配置したことを特徴とする基礎コンクリートの
型枠構造。
3. In a formwork structure of basic concrete for simultaneously forming basic concrete and an underfloor concrete layer, a frame plate for forming basic concrete is attached to a holder, and the holder is attached to one end of the base. A support for erecting the support pillar and mounting one frame plate is provided so as to be movable up and down leaving a space between the support column and the base plate, and a mounting member for fixing the other frame plate is provided on the base. Is an L-shape composed of a vertical portion and a horizontal portion, and a collar is formed at the tip of the horizontal portion and a screw is provided, and the frame plate is positioned by hitting the collar and screwed by a fastener, and the frame The lower end of the plate is positioned by hitting a notch formed in the base, the connecting rod is arranged at the upper end to connect both frame plates, and the frame between the both frame plates is a roughly L-shaped attachment frame. A frame frame for foundation construction made by welding Formwork structure of basic concrete characterized by and.
【請求項4】 基礎コンクリートと床下のコンクリート
層を同時に造成する為の基礎コンクリートの型枠を構成
する為の枠板保持具において、該保持具はベースの片端
に支持柱を起立して一方の枠板を載せる受けをベースと
の間に空間を残して上下動可能に設け、又他方の枠板を
止着する為の取付け部材をベースに設け、該取付け部材
は垂直部と水平部から成るL型を成して、水平部先端に
はツバを形成すると共にネジを設け、枠板は該ツバに当
たって位置決めされると共に止着具にてネジ止め可能に
したことを特徴とする基礎コンクリートの枠板保持具。
4. A frame plate holder for constructing a formwork of basic concrete for simultaneously forming a base concrete and a concrete layer under the floor, wherein the holder has a support pillar standing on one end of the base. A receiver for mounting the frame plate is provided so as to be vertically movable with a space left between the frame plate and the base, and a mounting member for fixing the other frame plate is provided on the base, and the mounting member includes a vertical portion and a horizontal portion. A frame of basic concrete, which is L-shaped, characterized in that a brim is formed at the tip of the horizontal portion and a screw is provided, and the frame plate is positioned by hitting the brim and can be screwed with a fastener. Plate holder.
【請求項5】 基礎コンクリートと床下のコンクリート
層を同時に造成する為の基礎コンクリートの型枠を構成
する為の枠板保持具において、該保持具はベースの片端
に支持柱を起立して一方の枠板を載せる受けをベースと
の間に空間を残して上下動可能に設け、又他方の枠板を
止着する為の取付け部材をベースに設け、該取付け部材
は垂直部と水平部から成るL型を成して、水平部先端に
はツバを形成すると共にネジを設け、該水平部は途中に
て支持棒にて支えられ、枠板は該ツバに当たって位置決
めされると共に止着具にてネジ止め可能にしたことを特
徴とする基礎コンクリートの枠板保持具。
5. A frame plate holder for constructing a formwork of basic concrete for simultaneously forming a base concrete layer and a concrete layer under the floor, wherein the holder is provided with a support column at one end of a base. A receiver for mounting the frame plate is provided so as to be vertically movable with a space left between the frame plate and the base, and a mounting member for fixing the other frame plate is provided on the base, and the mounting member includes a vertical portion and a horizontal portion. It is L-shaped and forms a brim at the tip of the horizontal part and is provided with a screw, and the horizontal part is supported by a support rod in the middle, and the frame plate is positioned by hitting the brim and by a fastener. Basic concrete frame plate holder characterized by being screwable.
JP05098896A 1996-02-14 1996-02-14 Form structure of basic concrete and frame plate holder Expired - Fee Related JP3765090B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP05098896A JP3765090B2 (en) 1996-02-14 1996-02-14 Form structure of basic concrete and frame plate holder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP05098896A JP3765090B2 (en) 1996-02-14 1996-02-14 Form structure of basic concrete and frame plate holder

Publications (2)

Publication Number Publication Date
JPH09217487A true JPH09217487A (en) 1997-08-19
JP3765090B2 JP3765090B2 (en) 2006-04-12

Family

ID=12874185

Family Applications (1)

Application Number Title Priority Date Filing Date
JP05098896A Expired - Fee Related JP3765090B2 (en) 1996-02-14 1996-02-14 Form structure of basic concrete and frame plate holder

Country Status (1)

Country Link
JP (1) JP3765090B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002081208A (en) * 2000-09-11 2002-03-22 Toshihiko Santo Holder for frame plate of foundation concrete form
JP2008111323A (en) * 2006-10-03 2008-05-15 Shinei Kogyo Kk Simple foundation driving metal fitting
JP2020190168A (en) * 2019-05-24 2020-11-26 株式会社地耐協 Form support tool, anchor bolt fixture, and form set

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002081208A (en) * 2000-09-11 2002-03-22 Toshihiko Santo Holder for frame plate of foundation concrete form
JP2008111323A (en) * 2006-10-03 2008-05-15 Shinei Kogyo Kk Simple foundation driving metal fitting
JP2020190168A (en) * 2019-05-24 2020-11-26 株式会社地耐協 Form support tool, anchor bolt fixture, and form set
WO2020241351A1 (en) * 2019-05-24 2020-12-03 株式会社地耐協 Form support, anchor bolt fixture, and form set
CN113811658A (en) * 2019-05-24 2021-12-17 株式会社地耐协 Formwork support member, anchor bolt fixing member, and formwork assembly
CN113811658B (en) * 2019-05-24 2023-02-17 株式会社地耐协 Formwork support member, anchor bolt fixing member, and formwork assembly

Also Published As

Publication number Publication date
JP3765090B2 (en) 2006-04-12

Similar Documents

Publication Publication Date Title
JPH09217487A (en) Structure of form for foundation concrete and form board fixture
JP3483433B2 (en) Support structure for wall base reinforcement plate
JPH0136467Y2 (en)
JPH0776484B2 (en) Outer wall of building, its construction method and its net support metal fittings
JP2002081208A (en) Holder for frame plate of foundation concrete form
KR200200923Y1 (en) A spacer for concrete slab
JPH0136468Y2 (en)
KR100763003B1 (en) Support apparatus for slab form
JPH0212943Y2 (en)
JP2614008B2 (en) House structure
JP2829258B2 (en) Mounting structure for decorative panels
JP3393269B2 (en) Forming structure of foundation concrete and fastener for frame plate
JPH0841901A (en) Structure of form for foundation concrete and form plate holder
KR200421003Y1 (en) Support apparatus for slab form
JP3081423B2 (en) Mounting structure of bus unit in building unit
KR830002140B1 (en) Assembly method of building
JPH09291543A (en) Form structure of foundation concrete and hold tool of frame plate
JPH0841902A (en) Structure of form for foundation concrete and holder for rising up form plate
JP3074150B2 (en) How to attach rebar for pressure resistant version
JP2985529B2 (en) Gate wall
JPH02289766A (en) Leveling device for concrete
JPH0735002Y2 (en) Decorative wall board mounting structure
JP2003176629A (en) Inner frame receiving fitting and form device when laying foundation concrete to outer peripheral portion of wooden building
JPH06117056A (en) Enclosure body and execution method thereof
JPH01317706A (en) Apparatus for producing reinforced concrete fence

Legal Events

Date Code Title Description
A977 Report on retrieval

Effective date: 20050221

Free format text: JAPANESE INTERMEDIATE CODE: A971007

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20050621

A521 Written amendment

Effective date: 20050822

Free format text: JAPANESE INTERMEDIATE CODE: A523

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Effective date: 20051213

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20060116

R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 6

Free format text: PAYMENT UNTIL: 20120203

LAPS Cancellation because of no payment of annual fees