JPH09291543A - Form structure of foundation concrete and hold tool of frame plate - Google Patents

Form structure of foundation concrete and hold tool of frame plate

Info

Publication number
JPH09291543A
JPH09291543A JP13082396A JP13082396A JPH09291543A JP H09291543 A JPH09291543 A JP H09291543A JP 13082396 A JP13082396 A JP 13082396A JP 13082396 A JP13082396 A JP 13082396A JP H09291543 A JPH09291543 A JP H09291543A
Authority
JP
Japan
Prior art keywords
frame
plate
support
support plate
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
JP13082396A
Other languages
Japanese (ja)
Other versions
JP3769643B2 (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 JP13082396A priority Critical patent/JP3769643B2/en
Publication of JPH09291543A publication Critical patent/JPH09291543A/en
Application granted granted Critical
Publication of JP3769643B2 publication Critical patent/JP3769643B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a structure of a form which enables easy assembly of the form for foundation concrete, in particular, can save labor in the mounting work of a frame plate, and can construct a base and a rise time simultaneously. SOLUTION: It is a form structure which uses a bar frame 1 for constructing foundation having a cross section in the shape of substantially reverse T. A fixing tool 5 is connected with a bar 16 on horizontal frame side of the bar frame 1 for constructing foundation to arrange a base frame plate 4, and a hold tool 2 for supporting a rise time frame plate 3 is provided. The hold tool 2 has two support bolts 9, 9 which upstand vertically and a support plate 6, and the hold tool 2 is fixed on a connection member having a predetermined length at a fixed interval. A deflection prevention member is provided between the hold tools 2 and 2.

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】図6は従来の型枠構造を表している。こ
の型枠構造は所定の間隔をおいてベニヤ板(イ) 、(イ) を
並設したものであるが、その為に地面には両端を垂直に
起立させた底枠(ロ) を配置し、該ベニヤ板(イ) 、(イ) の
下端は底枠(ロ) に止着される。そしてベニヤ板(イ) 、
(イ) の上端には上板(ハ) が渡されてクギ打ちされて、両
ベニヤ板(イ) 、(イ) は互いに平行を保って垂直に起立し
ている。コンクリートはこの両ベニヤ板(イ) 、(イ) 間の
空間に流し込まれる。
2. Description of the Related Art FIG. 6 shows a conventional formwork structure. This formwork structure consists of plywood (a) and (a) arranged side by side at a specified interval.Therefore, a bottom frame (b) with both ends standing vertically is placed on the ground. The lower ends of the veneer plates (a) and (a) are fixed to the bottom frame (b). And plywood (a),
The upper plate (c) is passed to the upper end of (a) and is nailed, and both veneer plates (a) and (a) stand upright while maintaining parallel to each other. Concrete is poured into the space between both plywood (a) and (a).

【0003】流し込んだコンクリートが硬化したところ
でベニヤ板(イ) 、(イ) を取り外し、造成した基礎コンク
リートのベース上に更に別の立ち上がりを造成する訳で
あるが、上記のベース用型枠と同じようにベニヤ板を並
設して立ち上り型枠を作る。ところで、従来の型枠の組
み立て作業は非常に面倒であると共に、上記ベニヤ板を
枠板として用いることで再利用は可能であるが、コスト
も高くなっている。それに基礎コンクリートのベースを
造成してから、該ベース上に立ち上がりを造成すること
は、基礎コンクリートの造成を一度に行う場合に比べ
て、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。
When the poured concrete has hardened, the veneer boards (a) and (a) are removed, and another rise is created on the base of the created concrete foundation. Veneer boards are installed side by side to make a stand-up formwork. By the way, the conventional work of assembling the formwork is very troublesome and can be reused by using the veneer plate as a frame plate, but the cost is also high. Creating the base of the basic concrete and then forming the rising on the base requires about 2 man-hours for the production of the formwork and the pouring of the concrete, as compared with the case of creating the basic concrete at once. It will be doubled.

【0004】[0004]

【本発明が解決しようとする課題】このように、従来の
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れら問題点であり、ベースと立ち上
がりを同時に造成することが出来る型枠であって、簡単
に該型枠の組立が出来る型枠構造を提供する。特に、枠
板の取付け作業の省力化を図った構造であって、型枠構
造を構成する為の枠板の保持具を提供する。
As described above, the conventional formwork structure has the above problems. The problems to be solved by the present invention are these problems, and provide a formwork structure capable of simultaneously forming a base and a rise, and a formwork structure capable of easily assembling the formwork. In particular, the present invention provides a holder for a frame plate for constructing a mold structure, which has a structure that saves labor for mounting the frame plate.

【0005】[0005]

【課題を解決するための手段】本発明の型枠構造は基礎
コンクリートのベースと立ち上がりを一度に造成するこ
とが出来るように構成したものである。そして、該型枠
を構成する為に枠板保持具を使用し、この枠板保持具は
枠板をセットするだけで所定の型枠が簡単に組み立てら
れる。この場合、上記保持具には立ち上がり用枠板がセ
ット出来、ベース用枠板は筋枠に連結される止着具に取
り付けされる。ところで、この型枠内には基礎コンクリ
ートの骨組みとなる鉄筋が配置されることになるが、該
鉄筋は実開平3−29538号に係る「木造住宅基礎構
築用筋枠」が使用される。
The formwork structure of the present invention is constructed so that the base and the rising of the foundation concrete can be constructed at the same time. Then, a frame plate holder is used to form the mold, and a predetermined mold can be easily assembled only by setting the frame plate in the frame plate holder. In this case, a stand-up frame plate can be set on the holder, and the base frame plate is attached to a fastening tool connected to the reinforcing frame. By the way, in this formwork, a reinforcing bar which is a framework of the basic concrete is arranged. As the reinforcing bar, a "reinforcing frame for wooden house foundation" according to No. Kaikai 3-29538 is used.

【0006】保持具は立ち上がり用枠板を保持する為の
支持板を有し、しかも支持板の高さ調整が出来る構造と
なっている。そして、この立ち上がり用の保持具は転倒
しないようにベースプレートやバー材を下端に取り付け
しているが、一個づつの独立体ではなく、複数の保持具
が一定間隔にて連結される。
The holder has a support plate for holding the stand-up frame plate, and has a structure capable of adjusting the height of the support plate. The base plate and the bar member are attached to the lower end of the holder for rising so as not to fall, but a plurality of holders are connected at regular intervals instead of being an independent body one by one.

【0007】保持具の連結手段としては連結棒(連結バ
ー)等の連結部材が使用されて、上記ベースプレートや
バー材に溶接される。更に、本発明では立ち上がり枠板
を保持する為の支持板が振れないように、振れ止め部材
を両支持具間を連結するように取り付けしている。勿
論、振れ止め部材は全ての支持具間に取り付けする必要
はなく、適当な一か所に設ければよい。
A connecting member such as a connecting rod (connecting bar) is used as the connecting means of the holder and is welded to the base plate or the bar material. Further, in the present invention, a steadying member is attached so as to connect both the support tools so that the support plate for holding the rising frame plate does not swing. Of course, the steady rest does not have to be mounted between all the supports, but may be provided at a suitable place.

【0008】一方、ベース枠板は基礎構築用筋枠の水平
枠側部に止着具を連結し、この止着具に取り付けされ
る。該止着具は水平枠の側筋に係止する為の係止部を有
し、又ベース枠板を取り付けする為の嵌入部を形成して
いる。係止部は側筋が嵌合する凹溝であったり、又は嵌
入部から延びたアーム端に設けたりし、更に嵌入部の反
対側にはL型をした受け部を形成している。受け部には
桟がセットされ、嵌入部に嵌入して取着したベース枠板
を支持する。勿論ベース枠板が丈夫な場合には桟を必要
とせず、その為に受け部は無くてもよい。
On the other hand, the base frame plate is connected to the horizontal frame side portion of the foundation building streak frame, and is attached to this horizontal fastener. The fastener has an engaging portion for engaging with a lateral line of the horizontal frame, and also forms a fitting portion for attaching the base frame plate. The locking portion is a concave groove into which a lateral line fits, or is provided at an arm end extending from the fitting portion, and an L-shaped receiving portion is formed on the opposite side of the fitting portion. A crosspiece is set in the receiving portion and supports the base frame plate fitted and attached to the fitting portion. Of course, when the base frame plate is strong, the crosspiece is not necessary, and therefore the receiving portion may be omitted.

【0009】ところで、本発明の型枠構造は所定の間隔
で複数の保持具を有すフレームを配置し、これら保持具
に立ち上がり用枠板をセットして型枠を構成する。そし
て基礎構築用筋枠の水平枠に連結した止着具にはベース
枠板を取り付けし、上記立ち上がり型枠にはコンクリー
トが流し込まれ、ベース用の枠板間に溜るコンクリート
は基礎コンクリートのベースを、一方の立ち上がり枠板
間に保持されるコンクリートは基礎コンクリートの立ち
上がりを造成し、ベースと立ち上がりをそれぞれ別々に
造成することなく一度に作り上げることが出来る。この
場合、立ち上がり用枠板の高さは支持板を調整すること
により行われる。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。
By the way, in the formwork structure of the present invention, a frame having a plurality of holders is arranged at predetermined intervals, and a standing frame plate is set on these holders to form a formwork. Then, a base frame plate is attached to the fastener connected to the horizontal frame of the foundation building streak frame, concrete is poured into the rising formwork, and concrete accumulated between the frame plates for the base is the base of the basic concrete. , The concrete held between the one rising frame plate can be built up at once without building the base and rising separately. In this case, the height of the rising frame plate is adjusted by adjusting the support plate. Hereinafter, embodiments according to the present invention will be described in detail with reference to the drawings.

【0010】[0010]

【実施例】図1は本発明に係る基礎コンクリートの型枠
構造を示す実施例である。同図の1は基礎構築用筋枠、
2は保持具、3は立ち上がり枠板、4はベース枠板、5
は止着具を表しており、立ち上がり枠板3、3は上記保
持具2の支持板6に載っている。そして立ち上がり枠板
3、3の上端には上板7が取付けられ、ベース枠板4、
4は基礎構築用筋枠1の水平枠側筋に連結した止着具
5、5に取付けられている。
EXAMPLE FIG. 1 is an example showing the formwork structure of basic concrete according to the present invention. 1 in the figure is a frame frame for foundation construction,
2 is a holder, 3 is a stand-up frame plate, 4 is a base frame plate, 5
Represents a fastener, and the rising frame plates 3 and 3 are mounted on the support plate 6 of the holder 2. An upper plate 7 is attached to the upper ends of the rising frame plates 3 and 3, and the base frame plate 4 and
Numeral 4 is attached to fasteners 5, 5 connected to the horizontal frame side muscles of the foundation construction muscle frame 1.

【0011】同図は型枠構造の断面を表している訳であ
り、立ち上がり枠板3、3及びベース枠板4、4は紙面
に対して垂直方向に連続し、該立ち上がり枠板3、3の
上部から流し込まれたコンクリートは両立ち上がり枠板
3、3とベース枠板4、4間に溜って硬化し、基礎コン
クリートを造成する。すなわち、ベースと立ち上がりを
別々に造成することなく、同時に行うことが出来る。
The figure shows a cross section of the formwork structure, in which the rising frame plates 3 and 3 and the base frame plates 4 and 4 are continuous in the direction perpendicular to the plane of the drawing, and the rising frame plates 3 and 3 are formed. Concrete poured from the upper part of the above is accumulated between both rising frame plates 3 and 3 and base frame plates 4 and 4 and hardened to form a basic concrete. That is, it is possible to simultaneously perform the base and the rising without separately forming them.

【0012】図2は上記保持具2を表した具体例であ
り、同図から明らかなように、複数の保持具2、2…は
連結部材8に所定の間隔をおいて取着されている。該保
持具2は概略U型をして形成した両支持ボルト9a、9
bには支持板10が取付けられ、蝶ネジ11a、11b
によって固定されている。従って支持板10は上記蝶ネ
ジ11a、11bを緩めるならばその高さを自由に変え
ることが出来る。
FIG. 2 shows a specific example of the holder 2. As is clear from the figure, the plurality of holders 2, 2, ... Are attached to the connecting member 8 at a predetermined interval. . The holding tool 2 is a substantially U-shaped support bolt 9a, 9
The support plate 10 is attached to b, and the thumb screws 11a and 11b are attached.
Has been fixed by. Therefore, the height of the support plate 10 can be freely changed by loosening the thumbscrews 11a and 11b.

【0013】そして、連結部材8の所々には脚12、1
2…が固定され、支持具2、2…が安定して起立するこ
とが出来るようになっている。脚12は連結部材8の両
側へ延び、先端部にて屈曲した形状を成している。勿
論、該脚12の形状は特に限定はしない。又、両支持具
2、2間には振れ止め部材13を設けていて、支持具
2、2の安定性を図っている。この振れ止め部材13は
図3に示すように、両サイドにはアーム14a、14b
を両側へ延ばし、該アーム14の両端にはボルト穴1
5、15…が形成されている。
Then, the legs 12, 1 are provided at various places of the connecting member 8.
2 are fixed so that the support tools 2, 2 can stably stand upright. The leg 12 extends to both sides of the connecting member 8 and has a shape bent at the tip. Of course, the shape of the leg 12 is not particularly limited. In addition, a steady rest 13 is provided between the two supports 2 to ensure the stability of the supports 2 and 2. As shown in FIG. 3, the steady rest 13 has arms 14a and 14b on both sides.
Are extended to both sides, and bolt holes 1 are attached to both ends of the arm 14.
5, 15, ... Are formed.

【0014】この連結部材8は図2に示すようにボルト
穴15、15…に支持ボルト9a、9bが挿通した状態
で取付けられ、落下しないように該支持ボルト9a、9
bに螺合したナット19a、19bにて支えられてい
る。該連結部材8に取着している支持具2、2…の個数
は任意であるが、該振れ止め部材13は全ての支持具
2、2…間に掛け渡しして設ける必要はなく、時には該
振れ止め部材13を用いない場合もある。
As shown in FIG. 2, the connecting member 8 is attached with the support bolts 9a, 9b inserted into the bolt holes 15, 15 ..., And the support bolts 9a, 9 are attached so as not to drop.
It is supported by nuts 19a and 19b screwed to b. The number of the support members 2, 2, ... Attached to the connecting member 8 is arbitrary, but the steady rest 13 does not need to be provided between all the support members 2, 2 ,. In some cases, the steady rest 13 is not used.

【0015】図4は支持板6を示す具体例であり、平板
を打ち抜き成形した形状を成しており、中央には所定の
間隔をおいて2個のボルト穴20a、20bが設けられ
ている。このボルト穴20a、20bには前記支持ボル
ト9a、9bが挿通して該支持板6を支えることになる
が、ボルト穴20a、20bを形成するガイド壁21
a、21bには蝶ネジ11a、11bが螺合して先端は
ボルト穴20a、20bに入り込んで、支持ボルト9
a、9bを押圧して固定される。
FIG. 4 shows a specific example of the support plate 6, which is formed by punching and molding a flat plate, and is provided with two bolt holes 20a and 20b at a predetermined interval in the center. . The support bolts 9a and 9b are inserted into the bolt holes 20a and 20b to support the support plate 6, but the guide wall 21 that forms the bolt holes 20a and 20b.
The thumbscrews 11a and 11b are screwed into the a and 21b, and the tips are inserted into the bolt holes 20a and 20b.
It is fixed by pressing a and 9b.

【0016】そして、両サイド部には切り欠き22a、
22bが形成され、切り欠き22a、22bの外側には
止着片23a、23bを有している。この切り欠き22
a、22bには立ち上がり枠板3、3が嵌り、止着片2
3a、23bに設けているネジ穴に通したネジによって
該立ち上がり枠板3、3が止着される。ところで、立ち
上がり枠板3、3が載せられる前に、支持板6の高さが
調整されることになるが、保持具2から起立する支持ボ
ルト9a、9bをボルト穴20a、20bに挿通したと
ころで片方の蝶ネジ11aを締め付けする。支持板6は
片方の蝶ネジ11aにて支えられ、後で他方の蝶ネジ1
1bを締め付けして固定する。
The cutouts 22a are formed on both sides.
22b is formed, and fastening pieces 23a and 23b are provided outside the notches 22a and 22b. This notch 22
The rising frame plates 3 and 3 are fitted to the a and 22b, and the fastening piece 2
The rising frame plates 3 and 3 are fixedly attached by screws that pass through screw holes provided in 3a and 23b. By the way, although the height of the support plate 6 is adjusted before the rising frame plates 3 and 3 are placed, when the support bolts 9a and 9b rising from the holder 2 are inserted into the bolt holes 20a and 20b. Tighten one thumbscrew 11a. The support plate 6 is supported by one thumbscrew 11a, and later the other thumbscrew 1a.
Tighten and fix 1b.

【0017】図5は支持板6を示す他の具体例である。
前記図4の支持板6はベニヤ板を立ち上がり枠板として
用いた場合であるが、図5の支持板6は同図に一点鎖線
で示しているように、リブで枠組した鉄板が載せられ
る。支持板6の両サイドにはL型をした係止片24a、
24bが形成されていて、立ち上がり枠板3が型枠に流
し込まれたコンクリートによって押し上げられた場合に
は、リブ25は係止片24に係止して外れを防止する。
FIG. 5 shows another specific example of the support plate 6.
The support plate 6 of FIG. 4 is a case where a veneer plate is used as a stand-up frame plate, but the support plate 6 of FIG. 5 is mounted with an iron plate framed by ribs, as shown by a dashed line in the figure. L-shaped locking pieces 24a on both sides of the support plate 6,
When 24b is formed and the rising frame plate 3 is pushed up by the concrete poured into the formwork, the rib 25 is locked to the locking piece 24 to prevent the rib 25 from coming off.

【0018】一方のベース枠板4を取り付けする止着具
5は基礎構築用筋枠1に連結して配置されることにな
る。すなわち、基礎構築用筋枠1の水平枠側筋16は地
面より僅かに高い位置にあって、該側筋16は係止溝1
7に嵌って止着具5は連結される。止着具5にはベース
枠板4を取り付けする溝が形成され、同時に桟18が取
着されて該ベース枠板4を支える。以上述べたように、
本発明の型枠構造は立ち上がり枠板を支持する支持具を
連結部材に複数固定し、少なくとも一か所には両支持具
を連結する振れ止め部材を取り付けしたものであり、次
のような効果を得ることが出来る。
The fastener 5 for mounting one of the base frame plates 4 is arranged so as to be connected to the foundation building streak frame 1. That is, the horizontal frame side reinforcement 16 of the foundation construction reinforcement frame 1 is at a position slightly higher than the ground, and the side reinforcement 16 is the locking groove 1
The fastener 5 fits into the connecting member 7 and is connected. A groove for attaching the base frame plate 4 is formed in the fastener 5, and at the same time, the crosspiece 18 is attached to support the base frame plate 4. As mentioned above,
The formwork structure of the present invention is one in which a plurality of supporting members for supporting the rising frame plate are fixed to the connecting member, and at least one place is provided with a steady rest member for connecting both supporting members, and the following effects are obtained. Can be obtained.

【0019】[0019]

【発明の効果】本発明の型枠構造は枠板保持具を使用す
る為に、枠板のセットがいたって簡単で、型枠の据付け
を短時間に行うことが出来る。それに該枠板保持具は複
数脚が一定間隔をおいて連結部材に取着されている為に
地面に配置する作業も簡単であるとともに、支持具の位
置決めをする必要はなく、正確に配置することが出来
る。そして支持具の支持ボルトには支持板が取り付けさ
れることになるが、該支持板に形成したボルト穴には支
持ボルトが通されて蝶ネジにて締め付けするだけでレベ
ル出しがなされて簡単に固定される。
According to the formwork structure of the present invention, since the frame plate holder is used, the setting of the frame plate is very simple, and the formwork can be installed in a short time. In addition, since the frame plate holder has a plurality of legs attached to the connecting member at regular intervals, the work of arranging it on the ground is easy, and it is not necessary to position the support member, and the frame plate holder is accurately arranged. You can Then, a support plate is attached to the support bolt of the support, but the support bolt is passed through the bolt hole formed in the support plate and the level is made simply by tightening with the thumbscrew, and the leveling is easy. Fixed.

【0020】そして基礎コンクリートのベースと立ち上
がりを同時に造成することが出来、従来の作業に比べて
大幅な省力化が図られる。又、この枠板保持具は立ち上
がり用枠板を保持する保持板の高さが自由に調整可能で
ある為に、ベースの高さに応じて立ち上がり枠板を配置
することが出来る。さらに、連結部材に取り付けされる
支持具には必要に応じて振れ止め部材を設ける為に、支
持具並びに立ち上がり枠板は振れることなく位置決めは
正確になされる。一方、支持板には止着片や係止片が両
サイドに設けられていて、型枠に流し込まれたコンクリ
ートによる浮力で立ち上がり枠板が浮き上がって外れる
ことがないようにしている。
Further, the base and the rising of the basic concrete can be formed at the same time, and the labor saving can be significantly reduced as compared with the conventional work. Further, in this frame plate holder, since the height of the holding plate for holding the rising frame plate can be freely adjusted, the rising frame plate can be arranged according to the height of the base. Furthermore, since a steadying member is provided on the support attached to the connecting member as needed, the support and the rising frame plate are accurately positioned without swinging. On the other hand, the support plate is provided with a fastening piece and a locking piece on both sides so that the rising frame plate does not rise and come off due to the buoyancy of concrete poured into the formwork.

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

【図1】本発明の型枠を構成する実施例。FIG. 1 is an embodiment of a mold of the present invention.

【図2】立ち上がり枠板保持具の具体例。FIG. 2 is a specific example of a rising frame plate holder.

【図3】両保持具を連結する振れ止め部材。FIG. 3 is a steady rest that connects both holders.

【図4】支持板を示す具体例。FIG. 4 is a specific example showing a support plate.

【図5】支持板を示す他の具体例。FIG. 5 is another specific example showing a support plate.

【図6】従来の型枠構造。FIG. 6 shows a conventional formwork structure.

【符号の説明】[Explanation of symbols]

1 基礎構築用筋枠 2 保持具 3 立ち上がり枠板 4 ベース枠板 5 止着具 6 支持板 7 上板 8 連結部材 9 支持ボルト 10 支持板 12 脚 13 振れ止め部材 14 アーム 15 ボルト穴 16 側筋 17 係止溝 18 桟 19 ナット 20 ボルト穴 21 ガイド壁 22 切り欠き 23 止着片 24 係止片 25 リブ 1 Foundation construction streak frame 2 Holding device 3 Standing frame plate 4 Base frame plate 5 Stopper 6 Support plate 7 Upper plate 8 Connecting member 9 Support bolt 10 Support plate 12 Leg 13 Steady member 14 Arm 15 Bolt hole 16 Side bar 17 Locking groove 18 Crosspiece 19 Nut 20 Bolt hole 21 Guide wall 22 Notch 23 Locking piece 24 Locking piece 25 Rib

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 一定間隔をおいて側筋と横筋をクロスし
て構成した水平枠と垂直枠から成る概略逆T型断面の基
礎構築用筋枠を用いた型枠構造において、上記基礎構築
用筋枠の水平枠の側筋に止着具を連結して両側に配置
し、該止着具は嵌入部を有して該嵌入部にはベース枠板
を嵌入して配置し、又立ち上がり枠板を支える為の保持
具を設け、該保持具は垂直に起立する2本の支持ボルト
と支持板を有し、支持板は中央部に2個のボルト穴を形
成すると共にボルト穴のガイド壁にはネジを螺合し、該
ボルト穴に支持ボルトを挿通してネジ止めすることで適
当な高さに支えられた該支持板の両側には立ち上がり枠
板を取り付けし、そして上記保持具は所定の長さの連結
部材に一定間隔をおいて取着され、更に少なくとも一か
所の保持具間には振れ止め部材を掛け渡したことを特徴
とする基礎コンクリートの型枠構造。
1. A formwork structure using a frame frame for constructing a foundation having a substantially inverted T-shaped cross section, which is composed of a horizontal frame and a horizontal frame which are formed by crossing lateral and lateral muscles at regular intervals, for constructing the foundation. The fasteners are connected to the side lines of the horizontal frame of the streak frame and arranged on both sides, the fasteners have fitting portions, and the base frame plate is fitted and arranged in the fitting portions. A holder for supporting the plate is provided, and the holder has two vertically-supporting support bolts and a support plate, and the support plate has two bolt holes in the center and guide walls for the bolt holes. A screw is screwed on the support plate, and a support bolt is inserted into the bolt hole and screwed to fix the support plate to both sides of the support plate supported at an appropriate height. It is attached to a connecting member of a predetermined length at regular intervals, and there is no runout between at least one holder. A formwork structure of basic concrete, which is characterized by spanning stop members.
【請求項2】 上記連結部材の両サイドにはアームを両
側へ延ばし、アーム先端に形成したボルト穴を支持ボル
トに挿通して取り付けした請求項1記載の基礎コンクリ
ートの型枠構造。
2. The formwork structure for foundation concrete according to claim 1, wherein arms are extended to both sides of the connecting member, and bolt holes formed at the ends of the arms are inserted into the support bolts for attachment.
【請求項3】 一定間隔をおいて側筋と横筋をクロスし
て構成した水平枠と垂直枠から成る概略逆T型断面の基
礎構築用筋枠を用いた型枠であって、上記基礎構築用筋
枠の水平枠の側筋に止着具を連結して両側に配置し、該
止着具にはベース枠板を取り付けし、そしてベース枠板
の内側上方に配置される立ち上がり枠板を支える為の保
持具において、該保持具は垂直に起立する2本の支持ボ
ルトと支持板を有し、支持板は中央部に2個のボルト穴
を形成すると共にボルト穴のガイド壁にはネジを螺合
し、該ボルト穴に支持ボルトを挿通してネジ止めするこ
とで適当な高さに支えられた該支持板の両側には立ち上
がり枠板を取り付けしたことを特徴とする基礎コンクリ
ートの枠板の保持具。
3. A formwork using a frame frame for constructing a foundation having a substantially inverted T-shaped cross section, which is composed of a horizontal frame and a horizontal frame formed by crossing lateral muscles and lateral muscles at regular intervals, wherein Connecting the fasteners to the side bars of the horizontal frame of the reinforcement frame and arranging them on both sides, attaching the base frame plate to the fasteners, and attaching the stand-up frame plate located above the inside of the base frame plate. In a holder for supporting, the holder has two vertically-supporting support bolts and a support plate, and the support plate has two bolt holes formed in a central portion and screws are provided on a guide wall of the bolt holes. A frame of basic concrete, characterized in that rising frame plates are attached to both sides of the support plate supported at an appropriate height by screwing the support bolts through the bolt holes and screwing the support bolts into the bolt holes. Plate holder.
JP13082396A 1996-04-27 1996-04-27 Form structure of basic concrete and frame plate holder Expired - Fee Related JP3769643B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13082396A JP3769643B2 (en) 1996-04-27 1996-04-27 Form structure of basic concrete and frame plate holder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13082396A JP3769643B2 (en) 1996-04-27 1996-04-27 Form structure of basic concrete and frame plate holder

Publications (2)

Publication Number Publication Date
JPH09291543A true JPH09291543A (en) 1997-11-11
JP3769643B2 JP3769643B2 (en) 2006-04-26

Family

ID=15043556

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13082396A Expired - Fee Related JP3769643B2 (en) 1996-04-27 1996-04-27 Form structure of basic concrete and frame plate holder

Country Status (1)

Country Link
JP (1) JP3769643B2 (en)

Also Published As

Publication number Publication date
JP3769643B2 (en) 2006-04-26

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