JP2002138490A - Foundation form device for construction - Google Patents

Foundation form device for construction

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Publication number
JP2002138490A
JP2002138490A JP2001265301A JP2001265301A JP2002138490A JP 2002138490 A JP2002138490 A JP 2002138490A JP 2001265301 A JP2001265301 A JP 2001265301A JP 2001265301 A JP2001265301 A JP 2001265301A JP 2002138490 A JP2002138490 A JP 2002138490A
Authority
JP
Japan
Prior art keywords
footing
rising
side frame
joint means
fitting
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.)
Pending
Application number
JP2001265301A
Other languages
Japanese (ja)
Inventor
Hiroshi Inaba
博 稲葉
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 JP2001265301A priority Critical patent/JP2002138490A/en
Publication of JP2002138490A publication Critical patent/JP2002138490A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To realize such an installation state as to be mutually coupled for stabilization without causing any lift of a concrete material form an excavation part surface even by placing pressure, etc., and increase the stability of adhesion of a mortar material also serving as a facing material when the concrete material is placed and infilled. SOLUTION: On the excavation part B surface, there is placed and upwardly open casing-shaped footing form body 1 made of a foam synthetic resin. Left and right rising form bodies 5 made of a foam synthetic resin are continuously linked for connection to the upper parts of the right and left sides of the form body 1 through a fitting means 4 in an appropriate number of steps in such a manner as to face each other at prescribed intervals. The form bodies 1 and 5 are linked to each other by a form body jointing means 120. The fastening means 123 section of the jointing means 120 is covered with a cover cylinder 124 made of a foam synthetic resin. The surface of the form body 5 is formed with a dovetail groove-shaped filling groove 16 along vertical, horizontal, etc., directions for the purpose of increasing the integration of adhesion to the concrete material C to be infilled or the mortar material to undergo facing.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明はコンクリート材を打
設凝固して主として一般住宅におけるいわゆる布基礎と
なる基礎構造を構築施工するに際し、その基礎型枠体を
も基礎の一構成部材としてそのまま組立設置して使用す
るものとし、現場での作業性に優れ、また極めて堅牢で
ある基礎が得られるようにした建築用基礎型枠装置に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention
So-called cloth foundation mainly in ordinary houses
When constructing and constructing a basic foundation structure,
As a component of the foundation
Excellent on-site workability and extremely robust
For a foundation foundation formwork device for a certain foundation
I do.

【0002】[0002]

【従来の技術】従来から主として一般住宅における基礎
の構築は、縄張り後の基礎の設置形態に対応した根切
り、割栗石の投入、踏み固め等を行なった後の根切り部
に型枠を構枠設置し、コンクリート材を投入充填し、そ
の凝固後に型枠を取り外すことで構成している。またそ
の基礎構造として、上部の建屋部分の多大な荷重等を十
分に支持すべく下部に幅広なフーチン部を、上部に幅狭
な立ち上り部を夫々一体構造として形成する。
2. Description of the Related Art Conventionally, the foundation of a general house has mainly been constructed by constructing a formwork in a root-cutting portion after performing root cutting, splitting stone input, treading, etc. corresponding to the installation form of the foundation after territory. It is constructed by installing a frame, charging and filling concrete material, and removing the form after solidification. In addition, as the basic structure, a wide footing portion is formed as a lower portion and a narrow rising portion is formed as an integrated structure at an upper portion in order to sufficiently support a large load or the like of an upper building portion.

【0003】こうした従来の基礎の構築に際し、コンク
リート材の凝固での型枠材の取り外しは面倒であるばか
りでなく、その型枠材も通常は使い捨てにされることが
多いから資源的な無駄が指摘されている。これを解消す
べく、近時は発泡合成樹脂材製の型枠体を形成し、その
発泡合成樹脂材製型枠体にて構枠設置後では使用した型
枠体を取り外さずにそのまま埋め込むものとする発泡合
成樹脂材製型枠体埋込工法によることが提案されてい
る。
In constructing such a conventional foundation, it is not only troublesome to remove the form material by solidifying the concrete material, but also the form material is usually disposable, so that waste of resources is wasteful. It is pointed out. In order to solve this, recently, a foamed synthetic resin mold is formed, and the foamed synthetic resin mold is buried without removing the used mold after removing the frame. It has been proposed to employ a method of embedding a form body made of a synthetic resin foam material.

【0004】すなわち発泡合成樹脂材製の左右対称の型
枠体相互を適当なジョイント手段を介して所定間隔を隔
てて根切り部上に立枠構成してコンクリート材を打設す
るのであり、従来から例えば特開平6‐41981号公
報、特開平8−177057号公報、特開平8−209
714号公報、特開平9−13390号公報、特開平1
0‐37210号公報、特開平11−29939号公報
等として提案されている。またそのジョイント手段自体
をも発泡合成樹脂材にて一体的に形成したものとして、
例えば特開平7−119229号公報、特開平8−68
135号公報、特開平8−312037号公報、特開平
9−217360号公報、特開平10‐37356号公
報等が提案されている。
That is, a left-right symmetrical form body made of a foamed synthetic resin material is formed upright on a root cutting portion at a predetermined interval through a suitable joint means, and a concrete material is cast. For example, Japanese Patent Application Laid-Open Nos. Hei 6-41981, Hei 8-17757, Hei 8-209
714, JP-A-9-13390, JP-A-1
No. 0-37210, Japanese Patent Application Laid-Open No. 11-29939, and the like. Also, as the joint means itself is integrally formed of foam synthetic resin material,
For example, JP-A-7-119229 and JP-A-8-68
No. 135, JP-A-8-312037, JP-A-9-217360 and JP-A-10-37356 have been proposed.

【0005】[0005]

【発明が解決しようとする課題】ただ以上のような従来
提案されている発泡合成樹脂材製型枠体埋込工法に使用
される型枠体自体は軽量であるから、その取り扱いが容
易である利点が得られるも、コンクリート材の打設時に
生じるコンクリート材の重量、打設圧力等によって型枠
体が根切り部面から浮き上がってしまう。また合成樹脂
材製のジョイント手段で側枠部相互を結合していてもコ
ンクリート材の打設圧力等は相当に大きいから、ジョイ
ント手段の破損、離脱その他によって側枠部相互間の結
合が解体、分離されることもあった。
However, since the formwork itself used in the above-mentioned method of embedding the formwork made of a foamed synthetic resin material is light in weight, its handling is easy. Although an advantage is obtained, the form body is lifted from the root cutting surface due to the weight of the concrete material, the casting pressure, and the like generated when the concrete material is poured. Also, even if the side frames are connected to each other by the joint means made of synthetic resin material, the casting pressure etc. of the concrete material is considerably large, so the connection between the side frames is disassembled due to breakage, detachment, etc. of the joint means, Sometimes they were separated.

【0006】そればかりでなくコンクリート材の凝固後
に行なわれる型枠体表面に対する例えばモルタル化粧仕
上げに際し、その付着性は十分でないためにその後に化
粧モルタル材が剥落したり、ひび割れ等のクラックが生
じたりして体裁が非常に悪くなる。
[0006] In addition, when, for example, mortar decorative finishing is performed on the surface of the formwork after solidification of the concrete material, the decorative mortar material peels off or cracks such as cracks occur afterwards due to insufficient adhesion. And the appearance becomes very bad.

【0007】そこで本発明は叙上のような従来存した諸
事情に鑑み創出されたもので、構枠施工後のコンクリー
ト材の投入充填に際し、その重量、打設圧力等によって
も根切り部面から浮き上がることもなく、相互に結合さ
れた部材同士の組立形態をしっかり維持して安定した設
置状態を実現し、また化粧仕上げ材であるモルタル材の
付着安定性の向上によって剥落、ひび割れ等も生じさせ
ないと共に、現場での作業性も良好な建築用基礎型枠装
置を提供することを目的とする。
Therefore, the present invention has been made in view of the above-mentioned various existing circumstances. When the concrete material is charged and filled after the construction of the frame, the surface of the root cutting portion is also determined by the weight, the driving pressure and the like. Without rising from the surface, the assembly form of the mutually connected members is maintained firmly to realize a stable installation state, and due to the improved adhesion stability of the mortar material as a decorative finishing material, peeling, cracking, etc. also occur An object of the present invention is to provide a foundation formwork device for a building that does not allow the work to be performed and has good workability at the site.

【0008】[0008]

【課題を解決するための手段】上述した課題を解決する
ため本発明にあっては、根切り部B面上に載置される上
方開口の筐体状の発泡合成樹脂材製のフーチン型枠体
1,21,26と、このフーチン型枠体1,21,26
の左右側部の上部に嵌め合い手段4を介して連繋結合さ
れ、相互に所定の間隔を隔てて相対峙状に配される補強
された発泡合成樹脂材製の左右の立ち上り型枠体5,1
5と、左右の立ち上り型枠体5,15相互を連繋するジ
ョイント手段10(120)とから成るものである。フ
ーチン型枠体21は、底部幅員と同幅にしてある上方開
口の溝形状のフーチン筐体部23と、このフーチン筐体
部23における左右側部上に相対峙状にして連繋結合さ
れ、フーチン筐体部23の上部開口部の幅員に比し上方
に至るに伴ない次第に幅狭となって、正面から見てほぼ
傾斜しているフーチン傾斜側体部24と、フーチン筐体
部23、フーチン傾斜側体部24相互の連繋結合面に、
強制的に嵌め合うように先端が幅広な係止端を備えてい
る凹凸状の嵌め合い手段25とから成るものとできる。
フーチン型枠体26は、構築すべきフーチン部の幅員と
ほぼ同幅の帯板状に形成した底部のフーチンベース部2
7の左右両側縁部に、下部では相互にほぼ平行で、上部
では上方に至るに伴ない次第に相互に近接してその相互
間の幅員が幅狭となるよう傾斜している側部のフーチン
サイド部28を嵌め合い手段29を介して相対峙状に立
設連繋して成り、嵌め合い手段29は、強制的に嵌め合
うように先端が幅広な係止端を備えている凹凸状にして
ある。更に嵌め合い手段29は、フーチンベース部27
の左右両側縁部に先端が幅広な係止端となって形成され
た突状の嵌め合い突部29Bと、この嵌め合い突部29
Bに強制的に嵌め合うようにしてフーチンサイド部28
の下部下面に断面でほぼT字形にして形成された嵌め合
い溝29Aとから成るものとできる。また根切り部B面
上に所定の間隔を隔てて相対峙状にして載置される発泡
合成樹脂材製の左右のフーチン側枠板32,42,5
2,62,72,82,92,102,112相互をフ
ーチンジョイント手段35,45,55,65,75,
85,95,105,115によって連繋して成るフー
チン型枠体31,41,51,61,71,81,9
1,101,111と、フーチン側枠板32…夫々の上
部に嵌め合い手段4を介して連繋結合され、相互に所定
の間隔を隔てて相対峙状に配される補強された発泡合成
樹脂材製の左右の立ち上り型枠体5,15と、フーチン
型枠体(1,21,26)31…の左右側部相互、左右
の立ち上り型枠体5…相互の少なくともいずれか一方を
連繋するジョイント手段10(120)とから成る。第
1のフーチンジョイント手段35は、フーチン側枠板3
2の底部に突設形成された係止部33に噛み合い状に係
止する噛み合い部36を両端部に有しており、第2のフ
ーチンジョイント手段45は、フーチン側枠板42の底
部に突設形成された係止部43に噛み合う噛み合い部4
6と、同じくフーチン側枠板42の底部側面に凹設形成
された係止溝44に嵌まり込む係止突部47とを両端部
に有しており、第3のフーチンジョイント手段55,6
5は、左右のフーチン側枠板52,62の底部下面に形
成した係止溝53,63に内封状に係止する断面でほぼ
L字形の係止部56,66を両端部に有しており、第4
のフーチンジョイント手段75は、フーチン側枠板72
の底部側面に突設形成された係止部73に三角山形状で
噛み合う噛み合い部76と、同じくフーチン側枠板72
の底部側面に凹設形成された係止溝74に嵌まり込む係
止突部77を両端部に有しており、第5のフーチンジョ
イント手段85は、フーチン側枠板82の底部を嵌め入
れる嵌め入れ溝86を両端部上面に凹設形成すると共
に、フーチン側枠板82の底部外側面に凹設形成した係
止溝84に嵌まり込む係止突部87を嵌め入れ溝86内
側面に凹設形成してある。更に第6のフーチンジョイン
ト手段95は、フーチン側枠板92の底部を嵌め入れる
嵌め入れ溝96を両端部上面に凹設形成すると共に、こ
の嵌め入れ溝96の奥底部に先端が幅広な係止端となっ
て形成された突状の噛み合い突部97にフーチン側枠板
92の底部下面を強制的に噛み合わせるようにする。ま
た第7のフーチンジョイント手段105,115は、フ
ーチン側枠板102,112の底部を嵌め入れる嵌め入
れ溝106,116を両端部上面に凹設形成すると共
に、フーチン側枠板102,112の底部、フーチンジ
ョイント手段105,115自体の両者相互間を連繋片
107,117によって跨り状に係止するようにする。
更には根切り部B面上に載置される上方開口の発泡合成
樹脂材製のフーチン型枠体1,21,26,31,4
1,51,61,71,81,91,101,111
と、このフーチン型枠体1…の左右側部の上部に嵌め合
い手段4を介して連繋結合され、相互に所定の間隔を隔
てて相対峙状に配される補強された発泡合成樹脂材製の
左右の立ち上り型枠体5,15と、フーチン型枠体1…
における左右側部側部、左右の立ち上り型枠体5…相互
の少なくともいずれか一方を連繋する型枠体ジョイント
手段120とから成る。型枠体ジョイント手段120
は、相対峙されたフーチン型枠体1…における左右側
部、左右の立ち上り型枠体5…夫々にほぼ対称位置で開
穿された挿通孔121位置で型枠体1…,5…外側面に
配された断面で溝形状を呈する補強支持片122と、こ
の補強支持片122、挿通孔121夫々に貫挿してフー
チン型枠体1…の左右側部,立ち上り型枠体5…相互を
締結する締結手段123と、フーチン型枠体1…内ある
いは立ち上り型枠体5…相互間の間隙内の挿通孔121
位置で配されて、フーチン型枠体1…内あるいは立ち上
り型枠体5…相互間の間隙における締結手段123部分
を覆う発泡合成樹脂材製のカバー筒124とを備えて構
成できる。そしてまた立ち上り型枠体(5)15夫々
は、構築される基礎の少なくなとも外表面となるその表
裏面のいずれかに充填溝16を、例えば鉛直方向あるい
は水平方向に沿って複数列にして、あるいは格子状にし
て、規則的あるいは不規則的に配列して形成する。
[Means for Solving the Problems] To solve the above-mentioned problems.
Therefore, in the present invention, the
One-sided case-shaped foam synthetic resin frame
1,21,26 and the footing frame 1,21,26
Are connected to each other at the upper part of the left and right sides of the
And reinforcements that are arranged facing each other at a predetermined distance from each other
Left and right rising frame members 5, 1 made of expanded synthetic resin material
5 and the right and left rising frame members 5, 15
And connection means 10 (120). H
The window frame 21 has an upper opening having the same width as the bottom width.
A mouth-shaped footing housing portion 23, and this footing housing
And connected to each other on the left and right sides of the portion 23 in a mutually facing manner.
And the upper portion of the footing housing portion 23
Gradually becomes narrower as it reaches
An inclined side body 24 that is inclined and a footing housing
The part 23 and the footing inclined side body part 24 are connected and connected to each other,
It has a wide locking end to forcibly fit
And fitting means 25 having an uneven shape.
The footing formwork 26 has the width of the footing part to be built and
Footing base portion 2 at the bottom formed in a strip shape with approximately the same width
7 on the left and right side edges, the lower part is almost parallel to each other, the upper part
Then, as they move upward, they become closer to each other
Footing on the side that is sloped so that the width between them is narrow
Stand the side portions 28 in a mutually confronting manner via the fitting means 29.
The fitting means 29 is forcibly fitted.
The tip has a concave and convex shape with a wide locking end
is there. Further, the fitting means 29 includes the footing base 27.
The tip is formed as a wide locking end on both left and right side edges of
And the fitting projection 29B
B so as to be forcibly fitted to B
Formed in a substantially T-shaped cross section on the lower surface of the lower part
And a groove 29A. In addition, root cutting part B side
Foam placed on top of each other at a predetermined interval
Left and right footing side frame plates 32, 42, 5 made of synthetic resin material
2, 62, 72, 82, 92, 102, 112
Routine joint means 35, 45, 55, 65, 75,
85, 95, 105, 115
Chin form bodies 31, 41, 51, 61, 71, 81, 9
1, 101, 111 and footing side frame plate 32 ... on each
Are connected to each other through fitting means 4 and are mutually predetermined
Reinforced foam composites that are arranged facing each other at an interval
Left and right rising frame members 5 and 15 made of resin material,
The left and right sides of the form bodies (1, 2, 26) 31...
At least one of the rising form bodies 5 of each other
And connecting means 10 (120). No.
One footing joint means 35 is a footing side frame plate 3.
2 is engaged with a locking portion 33 protrudingly formed at the bottom of the second member.
Stopping engagement portions 36 are provided at both ends, and the second
The joint means 45 is provided at the bottom of the footing side frame plate 42.
Meshing part 4 meshing with the locking part 43 protrudingly formed in the part
6 and recessed formation on the bottom side surface of footing side frame plate 42
Locking projections 47 that fit into the locking grooves 44
And the third footing joint means 55, 6
5 is formed on the bottom lower surface of the left and right footing side frame plates 52, 62.
The cross section for locking in the enclosed groove in the locking grooves 53 and 63 formed
L-shaped locking portions 56 and 66 are provided at both ends, and the fourth
The footing joint means 75 of FIG.
The locking portion 73 projecting from the bottom side surface of the
The meshing portion 76 that meshes with the footing side frame plate 72
That fits into the locking groove 74 formed in the bottom side surface of the
Stop projections 77 are provided at both ends, and the fifth foot
The int means 85 fits the bottom of the footing side frame plate 82
When the fitting grooves 86 are formed in the upper surfaces of both end portions,
In addition, a hook formed on the outer surface at the bottom of the footing side frame plate 82
The locking projection 87 fitted in the stop groove 84 is fitted in the groove 86.
It is recessed on the side. The sixth footing join
G means 95 fits the bottom of footing side frame plate 92
At the same time, the fitting grooves 96 are formed in the upper surfaces of the both ends in a concave shape.
The bottom end of the fitting groove 96 is a wide locking end
Footing side frame plate
The lower surface of the bottom of 92 is forcibly engaged. Ma
The seventh footing joint means 105, 115
The bottom of the frame-side frame plates 102, 112 is fitted.
Grooves 106 and 116 are formed in the upper surfaces of both ends.
The bottom of the footing side frame plates 102, 112, footing
Connection means for connecting both of the connection means 105 and 115 themselves
The struts 107 and 117 lock the straddle.
Further, foam synthesis of the upper opening placed on the root cutting portion B surface
Futin formwork 1,2,26,31,4 made of resin material
1,51,61,71,81,91,101,111
And the upper part of the left and right sides of the footing form 1
And connected at predetermined intervals from each other.
Made of reinforced foam synthetic resin material
Left and right rising form bodies 5, 15 and footing form body 1 ...
Right and left sides, right and left rising form bodies 5 ... mutual
Formwork joint that connects at least one of
Means 120. Formwork joint means 120
Are the left and right sides of the footing form bodies 1.
, Left and right rising mold frames 5 ... opened at almost symmetrical positions respectively
At the position of the drilled insertion hole 121, on the outer surface of the molds 1,.
A reinforcing support piece 122 having a groove shape in the arranged cross section;
Through the reinforcing support piece 122 and the insertion hole 121, respectively.
The left and right sides of the chin form 1, the rising form 5 ...
Fastening means 123 for fastening, and the inside of the footing form 1
Or rising frame 5 ... insertion hole 121 in the gap between each other
Arranged at the position, in the footing form 1 ... in or up
Retaining frame 5 ... part of fastening means 123 in the gap between them
And a cover tube 124 made of a synthetic resin foam material for covering
Can be achieved. And the rising formwork (5) 15 each
Is a table that is at least the outer surface of the foundation to be built
Fill groove 16 on one of the back surfaces, for example, vertically or
Are arranged in rows or grids along the horizontal direction.
To form a regular or irregular arrangement.

【0009】以上のように構成された本発明に係る建築
用基礎型枠装置にあって、根切り部B上面で構枠された
筐体状のフーチン型枠体1,21,26,31,41,
51,61,71,81,61,101,111内、更
に相対峙した左右の立ち上り型枠体5,15内夫々に投
入充填されたコンクリート材Cの凝固後では、それらが
そのまま基礎構造を構成させ、コンクリート材Cの凝固
後での表面仕上げ等によって美麗な基礎を得させる。筐
体状のフーチン型枠体1,21,26内でコンクリート
材Cが投入充填されるとき、その打設圧力その他によっ
てこれ自体が根切り部B面から浮き上がることがなく、
根切り部B面上でそのまま載置された状態で配置構成さ
せる。補強された左右の立ち上り型枠体5…は相互間に
投入充填されるコンクリート材Cの重量、衝撃、打設圧
力その他によっても歪形されることなく、ジョイント手
段10,120と共に構枠時に設定された間隔を維持さ
せる。フーチン型枠体21におけるフーチン筐体部23
とフーチン傾斜側体部24とを連繋結合する嵌め合い手
段25、フーチン型枠体26におけるフーチンベース部
27とフーチンサイド部28とを連繋結合する凹凸状の
嵌め合い手段29夫々は、幅広な係止端によって強制的
な嵌め合い構造とさせることで、嵌め合い作業を簡素化
させ、フーチン型枠体21,26夫々内に打設されるコ
ンクリート材Cによっても分離、解体させない。相対峙
状に分離して根切り部B面上に載置される左右のフーチ
ン側枠板32,42,52,62,72,82,92,
102,112相互をフーチンジョイント手段35,4
5,55,65,75,85,95,105,115を
介して連繋して成るフーチン型枠体31,41,51,
61,71,81,91,101,111において、そ
のフーチンジョイント手段35…は左右のフーチン側枠
板32…相互をしっかりと連繋させ、上部に構枠した左
右の立ち上り型枠体5,15相互、更には左右のフーチ
ン側枠板32…相互がジョイント手段10,120によ
って連繋されていることと相俟ち、打設されるコンクリ
ート材Cによっても分離、解体されず、根切り部Bから
突出した縦鉄筋8を介しての根切り部Bとコンクリート
材Cとの一体構成をも可能にさせる。またフーチンジョ
イント手段35…は、左右のフーチン側枠板32…夫々
を連繋して一体化させる。特に第2のフーチンジョイン
ト手段45において、フーチン側枠板42の係止部43
に噛み合う噛み合い部46と、フーチン側枠板42の係
止溝44に嵌まり込む係止突部47とを備えることで、
打設されるコンクリート材Cの打設圧力その他に抗して
左右のフーチン側枠板42相互の外方への倒立分離、解
体、フーチン側枠板42等の浮き上がりをも阻止し、そ
れらの一体化を一層確実にさせる。第4のフーチンジョ
イント手段75において、フーチン側枠板72の係止溝
74に嵌まり込む係止突部77を備えていて、フーチン
側枠板72の係止部73に噛み合い部76が三角山状で
噛み合うことで、打設されるコンクリート材Cの打設圧
力その他に抗して左右のフーチン側枠板72相互の外方
への倒立更にはその分離、解体、浮き上がり等を阻止さ
せる。第5のフーチンジョイント手段85において、そ
の両端部の嵌め入れ溝86に嵌め入れることで左右のフ
ーチン側枠板82を立脚状に支持し、係止溝84と嵌め
入れ溝86相互間の嵌まり込みによってコンクリート材
Cが打設されても、フーチンジョイント手段85からの
フーチン側枠板82の浮き上がりを確実に阻止させ、一
体結合状態を安定的に維持させる。更にはその成型加工
の容易性によって形成素材の無駄を排除させ、安価な提
供を可能にさせる。第6のフーチンジョイント手段95
において、その両端部の嵌め入れ溝96に嵌め入れた左
右のフーチン側枠板92を立脚状に支持し、幅広な係止
端による強制的な嵌まり込みはコンクリート材Cが打設
されても、フーチンジョイント手段95からのフーチン
側枠板92の左右への倒立、分離を阻止しながらその浮
き上がりを阻止させて安定した組立状態を維持させる第
7のフーチンジョイント手段105,115において、
その両端部の嵌め入れ溝106,116に嵌め入れた左
右のフーチン側枠板102,112を仮止め状にでも立
脚支持させ、フーチン側枠板102,112の底部、フ
ーチンジョイント手段105,115自体の両者相互間
に跨り状に係止する連繋片107,117はコンクリー
ト材Cが打設されても、フーチン側枠板102,112
の外方への倒立、分離を阻止しながらその浮き上がりを
確実に阻止させる。型枠体ジョイント手段120におい
て、フーチン型枠体1,21,26,31,41,5
1,61,71,81,91,101,111における
左右側部、左右の立ち上り型枠体5,15相互を締結す
る締結手段123は、型枠体1…、5…における左右側
部分相互を強固に連結させ、打設されるコンクリート材
C等の重量等によっての歪形、分離、解体、離反等を生
じさせない。またコンクリート材Cの凝固後での締結手
段123の取外しは、締結手段123を覆うカバー筒1
24をそのまま残置させることで、型枠体1…、5…内
外での挿通孔121、カバー筒124を経ることでの換
気を行なわせ、例えば基礎内の空気対流を促進させる。
立ち上り型枠体(5)15表裏面の充填溝16は、立ち
上り型枠体(5)15表裏面に打設されるコンクリート
材C、基礎構築後に塗布される化粧仕上げ用のモルタル
材131等と一体化させ、特に経年変化によるモルタル
材131の剥落、ひび割れ等を防止させ、美麗な体裁を
長期に亙り維持させる。
The architectural foundation form device according to the present invention having the above-described configuration, wherein the housing-like footing form members 1, 2, 26, 31, and framed on the upper surface of the root cutting portion B are provided. 41,
After solidification of the concrete material C charged and filled into the inside of 51, 61, 71, 81, 61, 101, 111, and also the left and right rising form bodies 5, 15 facing each other, they constitute the basic structure as they are. Then, a beautiful foundation is obtained by surface finishing or the like after solidification of the concrete material C. When the concrete material C is charged and filled in the casing-shaped footing form bodies 1, 21 and 26, the concrete itself does not rise from the root cutting portion B due to the casting pressure or the like,
It is arranged and configured in a state of being placed as it is on the root cutting portion B surface. The reinforced left and right rising frame members 5 are set together with the joint means 10 and 120 during the frame without being distorted by the weight, impact, casting pressure and the like of the concrete material C charged and filled therebetween. To maintain the specified interval. Footing casing section 23 in footing formwork 21
Means 25 for connecting and connecting the footing inclined side body portion 24 and the uneven fitting means 29 for connecting and connecting the footing base portion 27 and the footing side portion 28 of the footing formwork 26 to each other. By making the fitting structure forced by the toe, the fitting operation is simplified, and it is not separated and dismantled even by the concrete material C cast into each of the footing form bodies 21 and 26. The left and right footing side frame plates 32, 42, 52, 62, 72, 82, 92, which are separated from each other and placed on the root cutting portion B surface.
102 and 112 are connected by footing joint means 35 and 4
5, 55, 65, 75, 85, 95, 105, 115, which are connected via footin form bodies 31, 41, 51,
In 61, 71, 81, 91, 101, 111, the footing joint means 35... Firmly interconnect the left and right footing side frame plates 32. In addition to the fact that the left and right footing side frame plates 32 are connected to each other by the joint means 10 and 120, they are not separated and dismantled by the concrete material C to be cast, and project from the root cutting portion B. An integrated construction of the root cut B and the concrete material C via the vertical reinforcing bar 8 is also enabled. The footing joint means 35 link the left and right footing side frame plates 32 together to be integrated. In particular, in the second footing joint means 45, the locking portion 43 of the footing side frame plate 42
By having a meshing portion 46 that meshes with the locking projection 47 that fits into the locking groove 44 of the footing side frame plate 42,
The left and right footing side frame plates 42 are prevented from being inverted and disassembled outwardly, dismantled, and the lifting of the footing side frame plates 42 and the like are prevented against the casting pressure and the like of the concrete material C to be poured in. More reliably. The fourth footing joint means 75 includes a locking projection 77 that fits into the locking groove 74 of the footing-side frame plate 72, and the engaging portion 76 of the locking portion 73 of the footing-side frame plate 72 is By interlocking with each other, the left and right footing side frame plates 72 are prevented from being inverted outwardly, and furthermore, their separation, disassembly, floating, and the like are prevented against the driving pressure and the like of the concrete material C to be driven. In the fifth footing joint means 85, the left and right footing side frame plates 82 are supported in the shape of a standing leg by being fitted into the fitting grooves 86 at both ends thereof, and the fitting between the locking groove 84 and the fitting groove 86 is performed. Even if the concrete material C is driven in by the insertion, the lifting of the footing side frame plate 82 from the footing joint means 85 is surely prevented, and the integrated state is stably maintained. Further, the ease of the molding process eliminates the waste of the forming material, and enables a low-cost provision. Sixth footing joint means 95
In the above, the left and right footing side frame plates 92 fitted in the fitting grooves 96 at both ends are supported in the shape of a standing leg, and the forcible fitting by the wide locking ends can be performed even when the concrete material C is cast. In the seventh footing joint means 105, 115, which prevents the footing side frame plate 92 from inverting and separating from the footing joint means 95 to the left and right, and prevents the lifting thereof, thereby maintaining a stable assembly state.
The left and right footing-side frame plates 102, 112 fitted in the fitting grooves 106, 116 at both ends thereof are supported on the standing legs even in a temporarily fixed state, and the bottom portions of the footing-side frame plates 102, 112, the footing joint means 105, 115 themselves The connecting pieces 107, 117 that are straddled between the two members are provided with the footing side frame plates 102, 112 even when the concrete material C is cast.
, While preventing its inversion to the outside and its separation, its lifting is reliably prevented. In the formwork joint means 120, the footing formwork 1,2,26,31,41,5
1, 61, 71, 81, 91, 101, 111, the fastening means 123 for fastening the left and right rising form bodies 5, 15 to each other is used to connect the left and right parts of the form bodies 1,. It is firmly connected and does not cause distortion, separation, dismantling, separation, etc. due to the weight of the concrete material C or the like to be cast. After the concrete material C is solidified, the fastening means 123 is removed by removing the cover cylinder 1 covering the fastening means 123.
By leaving the 24 as it is, ventilation is performed through the insertion holes 121 and the cover tube 124 inside and outside the mold bodies 1... 5, and for example, air convection in the foundation is promoted.
The filling grooves 16 on the front and back surfaces of the rising formwork (5) 15 are filled with concrete material C cast on the front and back surfaces of the rising formwork (5) 15, and a mortar material 131 for decorative finishing applied after foundation construction. The mortar material 131 is prevented from coming off or cracking due to aging, and a beautiful appearance is maintained for a long time.

【0010】[0010]

【発明の実施の形態】以下図面を参照して本発明の一実
施の形態を説明すると、図において示される符号1は根
切り部B面上で幅広な下部構造のものとして形成される
フーチン部を構成する例えば発泡スチロール樹脂の如き
発泡合成樹脂材製のフーチン型枠体である。このフーチ
ン型枠体1上には、幅狭な上部構造のものとしてフーチ
ン部と一体形成される立ち上り部を構成する同様な例え
ば発泡スチロール樹脂の如き発泡合成樹脂材製の立ち上
り型枠体5が連繋されるものとしてある。これらのフー
チン型枠体1、立ち上り型枠体5夫々の長さは例えば9
00mmとしてあって構築すべき基礎の長さに対応して
連続して隣接配置されるも、その長さに特に限定されな
い。なお根切り部B自体は従来と同様に、縄張り後の基
礎の設置形態に対応した根切り、割栗石の投入、踏み固
め、更には捨てコンクリート材の投入充填等によって形
成される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the accompanying drawings. Is a footing mold made of a foamed synthetic resin material such as a styrene foam resin. On the footing frame 1, a rising frame 5 made of a foamed synthetic resin material such as a styrofoam resin, which forms a rising portion integrally formed with the footing portion as a narrow upper structure, is connected. There is something to be done. The length of each of these footing frame 1 and rising frame 5 is, for example, 9
Although it is set to 00 mm and continuously arranged adjacent to the length of the foundation to be constructed, the length is not particularly limited. In addition, the root cutting part B itself is formed by the root cutting corresponding to the installation form of the foundation after the territory, the injection of the split stone, the compaction, and the charging of the discarded concrete material.

【0011】フーチン型枠体1は図1、図2に示される
例にあっては、根切り部B面上に載置される上方開口の
溝形状のフーチン筐体部2と、このフーチン筐体部2の
左右側部上に相対峙状にして連繋結合され、フーチン筐
体部2の上部開口部の左右部分を閉塞する水平部分に、
連繋結合時において上部分である垂直部分の相互間が立
ち上り部における肉厚にほぼ対応している正面から見て
ほぼL字形状のフーチン側体部3とから成る。そしてフ
ーチン筐体部2とフーチン側体部3との連繋結合面に
は、相互に嵌め合わされる例えば凹凸状の嵌め合い手段
4を形成してある。図示例にあっての嵌め合い手段4
は、フーチン筐体部2の側部上面に断面でコ字形にして
形成された嵌め合い溝4Aと、フーチン側体部における
水平部分の下面側縁部に嵌め合い溝4A内に好ましくは
強制的にでも嵌め合うようにして形成された突状の嵌め
合い突部4Bとから成る。なお嵌め合い溝4Aと嵌め合
い突部4Bとは逆にして設けることも可能である。
In the embodiment shown in FIGS. 1 and 2, the footing frame 1 has a groove-shaped footing housing 2 with an upper opening placed on the surface of the root cutting portion B, A horizontal portion which is connected to the left and right side portions of the body portion 2 so as to be opposed to each other and closes the left and right portions of the upper opening portion of the footing housing portion 2,
When connected and connected, the vertical portion, which is the upper portion, comprises a substantially L-shaped footing side body portion 3 which is substantially L-shaped when viewed from the front and substantially corresponds to the wall thickness at the rising portion. Further, on the connecting and connecting surface between the footing housing portion 2 and the footing side body portion 3, for example, a fitting means 4 having an uneven shape, which is fitted to each other, is formed. Fitting means 4 in the illustrated example
The fitting groove 4A formed in a U-shaped cross section on the upper surface of the side of the footing housing 2 and the fitting groove 4A preferably fitted in the fitting groove 4A on the lower side edge of the horizontal portion of the footing side body. And a protruding fitting projection 4B formed so as to be fitted to the projections. The fitting groove 4A and the fitting protrusion 4B can be provided in reverse.

【0012】この図1、図2に示されたフーチン型枠体
1によって構成されるフーチン部は立ち上り部との境界
部分において、その上面は水平面となっていて断面にお
いて矩形状を呈する。
The footing portion constituted by the footing frame 1 shown in FIGS. 1 and 2 has a horizontal surface at the boundary with the rising portion, and has a rectangular cross section.

【0013】一方、立ち上り型枠体5は図1、図2に示
される例にあっては、フーチン型枠体1におけるフーチ
ン側体部3の垂直部分の上面に上記の嵌め合い手段4と
同様な例えば凹凸状の嵌め合い手段4によって必要段数
で上方に順次に積み重ねられて連繋され、ジョイント手
段10を介して相互に結合された状態で左右対称で配置
構成される。この立ち上り型枠体5自体は例えば高さを
450mm、長さを900mm程度とした所定肉厚を有
すると共に耐歪形性を備えるように補強された矩形板状
に形成されており、上下方向で連続的に結合されるよ
う、それらの上下面に前記の嵌め合い溝4A、嵌め合い
突部4Bが形成されている。
On the other hand, in the example shown in FIGS. 1 and 2, the rising formwork 5 is mounted on the upper surface of the vertical portion of the footing side body 3 in the footing formwork 1 in the same manner as the fitting means 4 described above. For example, the concave and convex fitting means 4 are sequentially stacked and connected in the required number of steps upward, and are symmetrically arranged and connected to each other via the joint means 10. The rising frame 5 itself has a predetermined thickness of, for example, about 450 mm in height and about 900 mm in length, and is formed in a rectangular plate shape reinforced to have distortion resistance, and is formed in a vertical direction. The fitting grooves 4A and the fitting projections 4B are formed on the upper and lower surfaces of the fitting grooves 4A and 4B so as to be continuously connected.

【0014】この立ち上り型枠体5における補強構造
は、例えば立ち上り型枠体5自体の長さ方向に沿ってそ
の内部に好ましくは剛性に富む補強材6が配装される。
図1、図2、図6、図18、図20にあっての補強材6
は、例えば立ち上り型枠体5自体の上面に形成した嵌め
合い溝4A内に挿入される角形棒材としてある。図4に
あっての補強材6は、嵌め合い溝4A底部に嵌め入れら
れる溝形鋼材(チャンネル材)としてある。図5にあっ
ての補強材6は、嵌め合い溝4A内の一方の内側面と立
ち上り型枠体5自体の上面とに跨る断面でほぼL字形を
呈するL形鋼材としてあり、これらの補強材6はいずれ
も嵌め合い溝4Aに関連して取り付け装着される。また
図7、図8にあっては、嵌め合い溝4Aに関連して装着
される補強材6に代えてあるいは併用して、立ち上り型
枠体5内に封入される封入補強材7としてある。この封
入補強材7は例えば断面でほぼハット形状としたり(図
7参照)、断面でほぼH字形状としたり(図8参照)さ
れることで立ち上り型枠体5内部に封入され、その封入
処理加工は、例えば加工すべき素材である発泡合成樹脂
材の前後で架け渡した電熱線をその封入形状に沿って表
面から押入れて切断することで形成した溝部分に挿入す
る。これらの補強材6、封入補強材7自体の形状は図示
例のものに限らないことは勿論であり、相対峙して配置
された立ち上り型枠体5相互間に打設されるコンクリー
ト材Cの重量、その打設圧力等によっての立ち上り型枠
体5自体に生じる歪形、膨らみその他を防止するに足れ
ば、その形状、構造に特に限定されない。
In the reinforcing structure of the rising formwork 5, for example, a reinforcing material 6 preferably having a high rigidity is disposed inside the rising formwork 5 itself along the longitudinal direction thereof.
Reinforcing material 6 shown in FIGS. 1, 2, 6, 18, and 20
Is, for example, a rectangular rod inserted into the fitting groove 4A formed on the upper surface of the rising mold frame 5 itself. The reinforcing material 6 in FIG. 4 is a channel steel material (channel material) fitted into the bottom of the fitting groove 4A. The reinforcing member 6 shown in FIG. 5 is an L-shaped steel material having a substantially L-shaped cross section across one inner side surface of the fitting groove 4A and the upper surface of the rising formwork 5 itself. 6 are attached and mounted in relation to the fitting groove 4A. 7 and 8, an encapsulating reinforcing member 7 enclosed in the rising frame 5 is used instead of or in combination with the reinforcing member 6 attached in connection with the fitting groove 4A. The encapsulating reinforcing material 7 is, for example, substantially hat-shaped in cross section (see FIG. 7), or substantially H-shaped in cross section (see FIG. 8), and is enclosed in the rising frame 5 to be encapsulated. In the processing, for example, a heating wire that is bridged before and after a foamed synthetic resin material that is a material to be processed is inserted into a groove portion formed by pushing in from the surface and cutting along the enclosed shape. The shapes of the reinforcing members 6 and the enclosing reinforcing members 7 themselves are not limited to those shown in the illustrated example, and the concrete members C to be cast between the rising frame members 5 arranged opposite to each other are not limited. The shape and structure are not particularly limited as long as distortion, swelling, and the like generated in the rising mold frame 5 itself due to weight, casting pressure, and the like are prevented.

【0015】またジョイント手段10は図1乃至図8に
示す例にあっては、相対峙して配置された立ち上り型枠
体5夫々においての嵌め合い手段4部位に端部が係止さ
れるよう、端部自体をL字形に折曲した正面から見て下
向き開口のほぼ溝形状を呈する剛体材製、例えば金属材
製として形成されている。このジョイント手段10自体
は、所定の間隔を隔てて相対峙される立ち上り型枠体5
更にはフーチン側体部3相互を強固に連繋すれば足りる
から、その形状、構造等は図示例のものに限定されない
ことは勿論である。
In the example shown in FIGS. 1 to 8, the joint means 10 is such that its end is locked to the fitting means 4 at each of the rising frame members 5 arranged opposite to each other. When viewed from the front where the end itself is bent into an L-shape, it is formed of a rigid material having a substantially groove shape with a downward opening, for example, a metal material. The joint means 10 itself is provided with a rising form body 5 which is opposed to a predetermined distance.
Furthermore, since it is sufficient that the footing side body portions 3 are connected to each other firmly, the shape, structure, and the like are not limited to those shown in the drawings.

【0016】なおこのジョイント手段10には、組立使
用時において内部に配筋される縦鉄筋8、横鉄筋9夫々
をこのジョイント手段10に関連して位置決め固定させ
る固定手段11が形成されている。すなわちこの固定手
段11はジョイント手段10本体部分にその一方の側縁
から開口部が狭く、奥部が広くなっている凸字形の縦鉄
筋挿入部12を切欠形成すると共にジョイント手段10
本体部分に例えばコ字形の横鉄筋固定バンド14が挿入
される複数の横鉄筋固定孔13を開穿して成る。これに
よると、縦鉄筋挿入部12内に縦鉄筋8を挿入していず
れか一方の隅部に配置し、その位置を保持してジョイン
ト手段10上に横鉄筋9を載置した後、横鉄筋固定バン
ド14によって横鉄筋9を跨いだ状態で横鉄筋固定孔1
3に挿入固定することで、ジョイント手段10に縦鉄筋
8、横鉄筋9両者をしっかりと固定保持できる。
The joint means 10 is provided with a fixing means 11 for positioning and fixing each of the vertical reinforcing bars 8 and the horizontal reinforcing bars 9 arranged therein during use during assembly. That is, the fixing means 11 has a notch formed in the main body portion of the joint means 10 and has a convex-shaped vertical rebar insertion portion 12 having a narrow opening from one side edge and a wide inner part.
A plurality of horizontal reinforcing bar fixing holes 13 into which, for example, a U-shaped horizontal reinforcing bar fixing band 14 is inserted are formed in the main body. According to this, the vertical reinforcing bar 8 is inserted into the vertical reinforcing bar insertion portion 12 and arranged at one of the corners, the position is held, and the horizontal reinforcing bar 9 is placed on the joint means 10. In a state where the horizontal reinforcing bar 9 is straddled by the fixing band 14, the horizontal reinforcing bar fixing hole 1 is provided.
By inserting and fixing to the joint 3, both the vertical reinforcing bar 8 and the horizontal reinforcing bar 9 can be firmly fixed to the joint means 10.

【0017】図9乃至図17においては別の形態のフー
チン型枠体21,26,31,41,51,61,7
1,81が示されており、これはフーチン部の上部が上
方に至るに伴ない次第に幅狭となるようにほぼ台形類似
の断面形状を呈するように形成したものである。図9に
あっては、そのフーチン筐体部22自体が、水平状の底
部と、左右の垂直状の下側部と、この下側部に連続して
いて、上方に至るに伴ない相互に近接するように、立ち
上り部の幅員に相当した幅員の間隔を隔てて傾斜してい
る上側部とから一体筐状と成し、上側部上面に嵌め合い
手段4における嵌め合い溝4Aが形成されている。
FIGS. 9 to 17 show other forms of footing frame members 21, 26, 31, 41, 51, 61, and 7.
1, 81 are shown, which are formed to have a substantially trapezoid-like cross-sectional shape so that the upper part of the footing portion becomes gradually narrower as it goes upward. In FIG. 9, the footing housing portion 22 itself is continuous with the horizontal bottom portion, the left and right vertical lower portions, and the lower portion, and is mutually connected as it goes upward. The upper part which is inclined so as to be close to the width of the rising part at an interval of the width corresponding to the width of the rising part forms an integral housing, and a fitting groove 4A of the fitting means 4 is formed on the upper surface of the upper part. I have.

【0018】図10にあってのフーチン型枠体21は、
底部幅員と同幅にしてある上方開口の溝形状のフーチン
筐体部23と、このフーチン筐体部23における左右側
部上に相対峙状にして連繋結合され、フーチン筐体部2
3の上部開口部の幅員に比し上方に至るに伴ない次第に
幅狭となって、連繋結合時においての上端部分相互間が
立ち上り部における肉厚にほぼ対応している正面から見
て傾斜しているほぼ直線状のフーチン傾斜側体部24と
から成る。そしてフーチン筐体部23とフーチン傾斜側
体部24との連繋結合面には、相互に嵌め合わされる例
えば凹凸状の嵌め合い手段25を形成する。図示例にあ
っての嵌め合い手段25は、フーチン筐体部23の側部
上面に断面でほぼT字形にして形成された嵌め合い溝2
5Aと、フーチン傾斜側体部24における下面に嵌め合
い溝25A内に強制的に嵌め合うようにして、先端が幅
広な係止端となって形成された突状の嵌め合い突部25
Bとから成る。こうすることでフーチン筐体部23の嵌
め合い溝25A内にフーチン傾斜側体部24の嵌め合い
突部25Bにおける係止端を強制的に嵌め入れることに
よりフーチン傾斜側体部24はフーチン筐体部23に確
実に嵌め合わされ、打設されるコンクリート材Cの重
量、その打設圧力等によっても両者23,24相互が分
離、解体される虞がなく、確実な連繋、結合状態を維持
できる。なお嵌め合い溝25Aと嵌め合い突部25Bと
は逆にして設けることも可能である。
The footing frame 21 shown in FIG.
A groove-shaped footing casing 23 having an upper opening having the same width as the bottom width, and a footing casing 2 connected to the left and right sides of the footing casing 23 so as to face each other;
The width of the upper opening becomes gradually narrower as it goes upward than the width of the upper opening, and the upper end portion at the time of connecting and coupling is inclined when viewed from the front, which substantially corresponds to the wall thickness at the rising portion. And the substantially straight footing inclined side body portion 24. Then, for example, a concave-convex fitting means 25 to be fitted to each other is formed on the connecting and connecting surface between the footing housing portion 23 and the footing inclined side body portion 24. The fitting means 25 in the illustrated example is a fitting groove 2 formed in a substantially T-shaped cross section on the upper surface of the side of the footing casing 23.
5A and the lower surface of the footing inclined side body portion 24 are forcibly fitted into the fitting grooves 25A, and the protruding fitting protrusions 25 are formed with the leading ends being wide locking ends.
B. By doing so, the locking end of the fitting projection 25B of the footing inclined side body part 24 is forcibly fitted into the fitting groove 25A of the footing housing part 23, so that the footing inclined side body part 24 becomes There is no danger that the two 23 and 24 will be separated and dismantled by the weight of the concrete material C to be cast, the casting pressure, and the like, so that a reliable connection and connection can be maintained. The fitting groove 25A and the fitting projection 25B can be provided in reverse.

【0019】図11にあってのフーチン型枠体26は、
構築すべきフーチン部の幅員とほぼ同幅の帯板状に形成
した底部のフーチンベース部27の左右両側縁部に、下
部では相互にほぼ平行で、上部では上方に至るに伴ない
次第に相互に近接してその相互間の幅員が幅狭となるよ
う傾斜している側部のフーチンサイド部28を嵌め合い
手段29を介して相対峙状に立設連繋して成る。図示例
にあっての嵌め合い手段29は、フーチンベース部27
の左右両側縁部に先端が幅広な係止端となって形成され
た突状の嵌め合い突部29Bと、この嵌め合い突部29
Bに強制的に嵌め合うようにフーチンサイド部28の下
部下面に断面でほぼT字形に形成された嵌め合い溝29
Aとから成る。更に図例のようにフーチンベース部27
の左右両側縁部に形成した段部内でフーチンサイド部2
8の下部が嵌め合い手段29によって嵌め合い連繋され
ることでその結合状態を一層安定でき、打設されるコン
クリート材Cの重量、その打設圧力等によっても両者2
7,28相互の分離、解体の虞を一層少なくする。なお
嵌め合い溝29Aと嵌め合い突部29Bとは逆にして設
けることも可能であり、またフーチンベース部27自体
は根切り部B面上に基礎の構築方向に亙って連続的に敷
設されるように配置されるも、場合によっては適当間隔
毎で左右のフーチンサイド部28相互をジョイントする
ジョイント部材としても使用可能である。
The footing frame 26 shown in FIG.
The left and right side edges of the bottom footing base portion 27 formed in a strip shape having a width substantially equal to the width of the footing portion to be constructed are substantially parallel to each other at the lower portion, and gradually increase toward the upper portion at the upper portion. The footing side portions 28 on the side portions that are close to each other and that are slanted so that the width between them becomes narrower, are vertically connected via fitting means 29 so as to face each other. The fitting means 29 in the illustrated example includes a footing base 27.
A protruding fitting protrusion 29 </ b> B formed at the left and right side edges of the front end as a wide locking end, and this fitting protrusion 29.
A fitting groove 29 formed in a substantially T-shaped cross section on the lower surface of the lower portion of the footing side portion 28 so as to be forcibly fitted with B.
A. Further, as shown in FIG.
Footing side part 2 in the step formed on both right and left side edges
8 can be further connected and stabilized by the fitting means 29 by the fitting means 29, and the two can be changed depending on the weight of the concrete material C to be cast, its casting pressure, and the like.
The risk of separation and disassembly from each other is further reduced. Note that the fitting groove 29A and the fitting protrusion 29B can be provided in reverse, and the footing base portion 27 itself is continuously laid on the surface of the root cutting portion B in the construction direction of the foundation. However, in some cases, it can also be used as a joint member for joining the left and right footing side portions 28 at appropriate intervals.

【0020】図12にあってのフーチン型枠体31は、
左右のフーチン側枠板32として分離した形態とすると
共にその左右のフーチン側枠板32相互をフーチンジョ
イント手段35によって一体状に連繋して成る。すなわ
ちフーチン側枠板32は、左右で対峙状に配されるとき
で下部では相互にほぼ平行となる垂直部となり、上部で
は上方に至るに伴ない次第に相互に近接してその相互間
の幅員が、立ち上り部の構成幅員に相当して幅狭となる
よう傾斜している傾斜部となすと共に、底部内側面相互
にフーチンジョイント手段35が係止される断面でほぼ
L字形を呈する係止部33を形成したものである。また
フーチンジョイント手段35は、左右のフーチン側枠板
32の底部相互間にこれらにほぼ直交して横架配置され
るようにして装着結合されるほぼ直方体のブロック状に
発泡合成樹脂材にて形成する。そして係止部33に噛み
合い状に係止する断面でほぼL字形の噛み合い部36を
両端部に有し、係止部33に噛み合い部36が噛み合っ
たときのフーチンジョイント手段35底面はフーチン側
枠板32底面と面一状とする。このフーチンジョイント
手段35自体は、左右に相対峙して配置されたフーチン
側枠板32相互間で適当間隔毎に装着結合されるも、場
合によってはフーチン側枠板32の全域に亙って配され
るような長尺な帯板状に形成されることもある。なお傾
斜部上面には、立ち上り型枠体5と連繋結合するための
嵌め合い手段4(4A,4B)が設けられているのは勿
論である。
The footing frame 31 shown in FIG.
The left and right footing side frame plates 32 are separated from each other, and the left and right footing side frame plates 32 are integrally connected to each other by footing joint means 35. That is, when the footing side frame plates 32 are arranged to face each other on the left and right sides, the lower portions become vertical portions that are substantially parallel to each other at the lower portion, and gradually become closer to each other as they reach the upper portion, and the width between them becomes smaller. A locking portion 33 having a substantially L-shaped cross-section in which the footing joint means 35 is locked to the bottom inner surfaces of the bottom portion so as to be narrowed correspondingly to the width of the rising portion. Is formed. Further, the footing joint means 35 is formed of a foamed synthetic resin material into a substantially rectangular parallelepiped block which is mounted and connected between the bottoms of the left and right footing side frame plates 32 so as to be arranged substantially orthogonally and horizontally. I do. At both ends, a substantially L-shaped engaging portion 36 having a cross section that engages with the engaging portion 33 is provided. The plate 32 is flush with the bottom surface. The footing joint means 35 itself is mounted and connected at appropriate intervals between the footing side frame plates 32 arranged to face each other on the left and right, but may be distributed over the entire area of the footing side frame plate 32 in some cases. It may be formed in a long strip shape as shown in FIG. It is needless to say that fitting means 4 (4A, 4B) is provided on the upper surface of the inclined portion so as to be connected to and connected to the rising frame 5.

【0021】図13にあってのフーチン型枠体41は、
図12図に示されたものと同様に左右のフーチン側枠板
42として分離した形態とすると共にその左右のフーチ
ン側枠板42相互をフーチンジョイント手段45によっ
て一体状に連繋して成る。すなわちフーチン側枠板42
は、左右で対峙状に配されるときで下部では相互にほぼ
平行となる垂直部となっており、上部では上方に至るに
伴ない次第に相互に近接してその相互間の幅員が立ち上
り部の幅員に相当する幅狭となるよう傾斜している傾斜
部となっていると共に、底部内側面相互にフーチンジョ
イント手段45が係止されるよう断面でほぼL字形を呈
する突設形成された係止部43と、底部近傍内側面に側
面開口の断面でコ字形状に凹設形成された係止溝44と
を形成したものである。またフーチンジョイント手段4
5は、左右のフーチン側枠板42の底部相互間にこれら
にほぼ直交して横架配置されるように装着結合されるほ
ぼ直方体のブロック状に発泡合成樹脂材にて形成する。
そして係止部43に噛み合い状に係止する断面でほぼL
字形の噛み合い部46と、係止溝44内に嵌まり込む係
止突部47とを両端部に有し、係止部43に噛み合い部
46が、係止溝44に係止突部47が夫々係止噛み合っ
たときのフーチンジョイント手段45底面はフーチン側
枠板42底面と面一状となるようにする。このフーチン
ジョイント手段45自体は、左右に相対峙して配置され
たフーチン側枠板42相互間で適当間隔毎に装着結合さ
れるも、場合によってはフーチン側枠板42の全域に亙
って配されるような長尺な帯板状にして形成されること
もある。なお傾斜部上面には、立ち上り型枠体5と連繋
結合するための嵌め合い手段4(4A,4B)が設けら
れているのは勿論である。
The footing frame 41 shown in FIG.
12, the left and right footing side frame plates 42 are separated from each other and integrally connected to each other by footing joint means 45. That is, the footing side frame plate 42
Are vertical parts that are almost parallel to each other at the bottom when they are arranged confronting each other on the left and right, and the upper part gradually becomes closer to each other as it goes up, and the width between them is The projection has an inclined portion inclined so as to have a width corresponding to the width, and has a substantially L-shaped cross-section so that the footing joint means 45 is engaged with the bottom inner surfaces. A portion 43 and a locking groove 44 formed in a U-shape in a cross section of a side opening are formed on the inner side surface near the bottom. In addition, footin joint means 4
Reference numeral 5 is formed of a foamed synthetic resin material into a substantially rectangular parallelepiped block which is mounted and connected between the bottoms of the left and right footing side frame plates 42 so as to be arranged substantially orthogonally and horizontally.
The cross section that is engaged with the engaging portion 43 in an engaging manner is substantially L
The engaging portion 46 having a V-shape and a locking projection 47 fitted into the locking groove 44 are provided at both ends. The bottom surface of the footing joint means 45 when they are engaged with each other is flush with the bottom surface of the footing side frame plate 42. The footing joint means 45 itself is mounted and connected at appropriate intervals between the footing side frame plates 42 disposed to face each other on the left and right, but may be distributed over the entire area of the footing side frame plate 42 in some cases. It may be formed in the shape of a long strip as shown in FIG. It is needless to say that fitting means 4 (4A, 4B) is provided on the upper surface of the inclined portion so as to be connected to and connected to the rising frame 5.

【0022】このフーチンジョイント手段45によって
左右のフーチン側枠板42夫々を連繋結合することで、
特に係止溝44と係止突部47との係止噛み合いによっ
てフーチン側枠板42相互のフーチンジョイント手段4
5を介しての結合形態が一層強固なものとなり、打設さ
れるコンクリート材Cの重量、圧力等によって分離、解
体される虞が極めて少なくなる。
By connecting and connecting the left and right footing side frame plates 42 by the footing joint means 45,
In particular, the footing joint means 4 between the footing side frame plates 42 by the locking engagement between the locking groove 44 and the locking projection 47.
5 is further strengthened, and the possibility of separation and disassembly due to the weight, pressure and the like of the concrete material C to be cast is extremely reduced.

【0023】図14にあってのフーチン型枠体51は、
図12図に示されたものと同様に左右のフーチン側枠板
52として分離した形態とすると共にその左右のフーチ
ン側枠板52相互を帯板状のフーチンジョイント手段5
5によって一体状に連繋して成る。すなわちフーチン側
枠板52は、左右で対峙状に配されるときで下部では相
互にほぼ平行となる垂直部となっており、上部では上方
に至るに伴ない次第に相互に近接してその相互間の幅員
が立ち上り部の幅員に相当する幅狭となるよう傾斜して
いる傾斜部となすと共に、底部下面にフーチンジョイン
ト手段55が内装式に噛み合い係止されるよう断面でほ
ぼL字形を呈する幅狭な係止溝53を形成したものであ
る。またフーチンジョイント手段55は、左右のフーチ
ン側枠板52の底部下面相互間にこれらにほぼ直交して
横架配置されるようにして装着結合される薄肉細帯板状
に形成した金属材、硬質合成樹脂材製のものである。そ
して係止溝53に内封状に係止する断面でほぼL字形の
係止部56を折曲状に形成することで両端部に有し、係
止溝53に係止部56が挿入噛み合ったときのフーチン
ジョイント手段55底面はフーチン側枠板52底面と面
一状とする。このフーチンジョイント手段55自体は、
左右に相対峙して配置されたフーチン側枠板52相互間
で適当間隔毎に装着結合されるも、場合によってはフー
チン側枠板52の全域に亙って配されるような長尺な帯
板状にして形成されることもある。なお傾斜部上面に
は、立ち上り型枠体5と連繋結合するための嵌め合い手
段4(4A,4B)が設けられているのは勿論である。
The footing frame 51 shown in FIG.
The left and right footing side frame plates 52 are separated from each other as in the case of FIG.
5 are integrally connected. That is, when the footing side frame plates 52 are arranged to face each other on the left and right, the lower portions are vertical portions that are substantially parallel to each other at the lower portion, and gradually become closer to each other as they reach the upper portion at the upper portion. Is formed so as to have a width corresponding to the width of the rising portion, and has a substantially L-shaped cross-section so that the footing joint means 55 is meshed and locked on the lower surface of the bottom in an interior manner. A narrow locking groove 53 is formed. Further, the footing joint means 55 is a metal material formed in a thin thin strip shape which is mounted and connected between the bottom lower surfaces of the left and right footing side frame plates 52 so as to be arranged substantially orthogonally and horizontally. It is made of synthetic resin material. A substantially L-shaped locking portion 56 having a cross section that locks the locking groove 53 in an enclosed manner is formed in a bent shape at both ends. The bottom surface of the footing joint means 55 when flushed is flush with the bottom surface of the footing side frame plate 52. This footing joint means 55 itself is
A long band which is attached and connected at appropriate intervals between the footing side frame plates 52 arranged facing each other at right and left sides, but may be arranged over the entire area of the footing side frame plate 52 in some cases. It may be formed in a plate shape. It is needless to say that fitting means 4 (4A, 4B) is provided on the upper surface of the inclined portion so as to be connected to and connected to the rising frame 5.

【0024】図15にあってのフーチン型枠体61は、
図12図に示されたものと同様に左右のフーチン側枠板
62として分離した形態とすると共にその左右のフーチ
ン側枠板62相互をフーチンジョイント手段65によっ
て一体状に連繋して成る。すなわちフーチン側枠板62
は、左右で対峙状に配されるときで下部では相互にほぼ
平行となる垂直部となり、上部では上方に至るに伴ない
次第に相互に近接してその相互間の幅員が立ち上り部の
幅員に相当する幅狭となるよう傾斜している傾斜部とな
すと共に、底部内側面相互にフーチンジョイント手段6
5が内装式に噛み合い係止されるよう断面でほぼL字形
を呈する広狭な係止溝63を形成したものである。また
フーチンジョイント手段65は、左右のフーチン側枠板
62の底部下面相互間にこれらにほぼ直交して横架配置
されるようにして装着結合される細帯板状に形成した発
泡合成樹脂材、硬質合成樹脂材製のものであり、係止溝
63に内封状に係止する断面でほぼL字形の係止部66
を板面に対して立脚状になるようにして両端部近傍に有
していて、係止溝63に係止部66が挿入噛み合ったと
きのフーチン側枠板62はフーチンジョイント手段65
上面に載置されるようにしてある。このフーチンジョイ
ント手段65自体は、左右に相対峙して配置されたフー
チン側枠板62相互間で適当間隔毎に装着結合される
も、場合によってはフーチン側枠板62の全域に亙って
配されるような長尺な帯板状にして形成されることもあ
る。なお傾斜部上面には、立ち上り型枠体5と連繋結合
するための嵌め合い手段4(4A,4B)が設けられて
いるのは勿論である。
The footing frame 61 shown in FIG.
As in the case shown in FIG. 12, the left and right footing side frame plates 62 are separated from each other, and the left and right footing side frame plates 62 are integrally connected to each other by footing joint means 65. That is, the footing side frame plate 62
Are vertical parts that are almost parallel to each other in the lower part when they are arranged confronting each other on the left and right, and the upper part gradually becomes closer to each other as it reaches the upper part, and the width between them corresponds to the width of the rising part And the foot inner joint means 6 is formed so as to be inclined so as to be narrower.
5 is formed with a wide and narrow locking groove 63 having a substantially L-shaped cross section so as to be meshed and locked in an interior manner. Further, the footing joint means 65 is a foamed synthetic resin material formed in the shape of a thin strip plate which is mounted and connected so as to be arranged substantially horizontally across the bottom lower surfaces of the left and right footing side frame plates 62 so as to be laid horizontally. The locking portion 66 is made of a hard synthetic resin material and has a substantially L-shaped cross section for locking in the locking groove 63 in an enclosed manner.
Are formed in the vicinity of both ends so as to be in the shape of a standing leg with respect to the plate surface, and the footing side frame plate 62 when the locking portion 66 is inserted and engaged with the locking groove 63 is provided with the footing joint means 65.
It is designed to be placed on the upper surface. The footing joint means 65 itself is mounted and connected at appropriate intervals between the footing side frame plates 62 arranged to face each other on the left and right, but may be distributed over the entire area of the footing side frame plate 62 in some cases. It may be formed in the shape of a long strip as shown in FIG. It is needless to say that fitting means 4 (4A, 4B) is provided on the upper surface of the inclined portion so as to be connected to and connected to the rising frame 5.

【0025】図16にあってのフーチン型枠体71は、
図12図に示されたものと同様に左右のフーチン側枠板
72として分離した形態とすると共にその左右のフーチ
ン側枠板72相互をフーチンジョイント手段75によっ
て一体状に連繋して成る。すなわちフーチン側枠板72
は、左右で対峙状に配されるときで下部では相互にほぼ
平行となる垂直部となっており、上部では上方に至るに
伴ない次第に相互に近接してその相互間の幅員が立ち上
り部の幅員に相当する幅狭となるよう傾斜している傾斜
部となすと共に、底部内側面相互にフーチンジョイント
手段75が噛み合い係止されるよう、断面で三角形状の
凹部73Aを備えたほぼL字形を呈する突設形成された
係止部73と、底部近傍内側面に側面開口の断面でコ字
形状に凹設形成された係止溝74とを形成したものであ
る。またフーチンジョイント手段75は、左右のフーチ
ン側枠板72の底部相互間にこれらにほぼ直交して横架
配置されるように装着結合されるほぼ直方体のブロック
状に発泡合成樹脂材にて形成する。そして係止部73の
凹部73Aに噛み合う同様な断面で三角形状の突部76
と、係止溝74内に嵌まり込む係止突部77とを両端部
に有し、凹部73Aに突部76が、係止溝74に係止突
部77が夫々係止して噛み合ったときのフーチンジョイ
ント手段75底面はフーチン側枠板72底面と面一状と
なるようにする。また三角形状に噛み合う凹部73Aと
突部76とは、その噛み合い時で、フーチンジョイント
手段75の端部側からその中心側に至るに伴ない次第に
広がる傾斜縁とし、中心側では係止部73面にほぼ直交
する垂直縁とする全体でレ字形を呈している。こうする
ことで噛み合い時において、フーチン側枠板72自体に
外側方側への倒立作用が付与されても、その倒立に抗す
る規制作用が垂直縁面で働き、例えばコンクリート材C
の打設時に生じる左右のフーチン側枠板72に対する倒
立、分離を阻止するようにしてある。
The footing frame 71 shown in FIG.
As shown in FIG. 12, the left and right footing side frame plates 72 are separated from each other, and the left and right footing side frame plates 72 are integrally connected to each other by footing joint means 75. That is, the footing side frame plate 72
Are vertical parts that are almost parallel to each other at the bottom when they are arranged confronting each other on the left and right, and the upper part gradually becomes closer to each other as it goes up, and the width between them is A substantially L-shape having a triangular recess 73A in cross section is formed so as to form an inclined portion that is inclined so as to have a width corresponding to the width and to engage and lock the footing joint means 75 with the inner surfaces of the bottom. The locking portion 73 is provided with a protrudingly formed locking portion 73 and a locking groove 74 formed in a U-shape in a cross section of a side surface opening on the inner surface near the bottom. Further, the footing joint means 75 is formed of a foamed synthetic resin material into a substantially rectangular parallelepiped block shape which is mounted and connected between the bottoms of the left and right footing side frame plates 72 so as to be arranged substantially orthogonally and horizontally. . Then, a triangular projection 76 having a similar cross-section that engages with the concave portion 73A of the locking portion 73.
And a locking projection 77 fitted into the locking groove 74 at both ends, and the projection 76 is locked in the concave portion 73A, and the locking projection 77 is locked in the locking groove 74. At this time, the bottom surface of the footing joint means 75 is made flush with the bottom surface of the footing side frame plate 72. The concave portion 73A and the protrusion 76 meshing in a triangular shape form an inclined edge that gradually widens from the end side to the center side of the footing joint means 75 at the time of the meshing, and the locking portion 73 faces at the center side. The vertical edge is substantially perpendicular to the vertical axis, and the entire shape is in the shape of a letter. In this way, even when the footing side frame plate 72 itself is provided with an outward inversion action at the time of meshing, a regulating action against the inversion acts on the vertical edge surface, and for example, the concrete material C
Are prevented from being inverted or separated from the left and right footing-side frame plates 72 generated at the time of casting.

【0026】このフーチンジョイント手段75自体は、
左右に相対峙して配置されたフーチン側枠板72相互間
で適当間隔毎に装着結合されるも、場合によってはフー
チン側枠板72の全域に亙って配されるような長尺な帯
板状にして形成されることもある。なお傾斜部上面に
は、立ち上り型枠体5と連繋結合するための嵌め合い手
段4(4A,4B)が設けられているのは勿論である。
The footing joint means 75 itself is
A long band which is attached and connected at appropriate intervals between the footing side frame plates 72 disposed opposite to each other at right and left sides, but may be arranged over the entire area of the footing side frame plate 72 in some cases. It may be formed in a plate shape. It is needless to say that fitting means 4 (4A, 4B) is provided on the upper surface of the inclined portion so as to be connected to and connected to the rising frame 5.

【0027】このフーチンジョイント手段75によって
左右のフーチン側枠板72夫々を連繋結合することで、
特に係止溝74と係止突部77との嵌まり込み時には、
三角形状で係止して噛み合う凹部73Aと突部76とが
左右のフーチン側枠板72夫々の外側方への倒立、解
体、分離を確実に阻止し、打設されるコンクリート材C
の重量、圧力等に充分に耐えさせる。
By connecting the left and right footing side frame plates 72 by the footing joint means 75,
In particular, when the locking groove 74 and the locking projection 77 are fitted,
The concave portion 73A and the projection 76 that are engaged and engaged in a triangular shape reliably prevent the left and right footing side frame plates 72 from being inverted, dismantled, and separated outward, and the concrete material C to be cast.
Enough to withstand the weight, pressure, etc.

【0028】図17にあってのフーチン型枠体81は、
図12図に示されたものと同様に左右のフーチン側枠板
82として分離した形態とすると共にその左右のフーチ
ン側枠板82相互をフーチンジョイント手段85によっ
て一体状に連繋して成る。すなわちフーチン側枠板82
は、左右で対峙状に配されるときで下部では相互にほぼ
平行となる垂直部となっており、上部では上方に至るに
伴ない次第に相互に近接してその相互間の幅員が立ち上
り部の幅員に相当する幅狭となるよう傾斜している傾斜
部となすと共に、底部夫々がフーチンジョイント手段8
5の上面に相対峙状にして嵌まり込み、噛み合い係止し
て立脚されるようにしてある。そのためフーチンジョイ
ント手段85は、左右のフーチン側枠板82相互間でほ
ぼ直交して横架配置されるように装着結合されるほぼ直
方体のブロック状に発泡合成樹脂材にて形成する。そし
て左右のフーチン側枠板82の底部を嵌め入れる嵌め入
れ溝86を両端部上面に凹設形成すると共に、フーチン
側枠板82の底部外側面に凹設形成した係止溝84に嵌
まり込む係止突部87を嵌め入れ溝86内側面に凹設し
てある。係止溝84と係止突部87とはフーチン側枠板
82の上下方向で相互に凹凸状形態で噛み合わせ、フー
チン側枠板82に対する上下方向の移動を阻止する。
The footing frame 81 shown in FIG.
12, the left and right footing side frame plates 82 are separated from each other, and the left and right footing side frame plates 82 are integrally connected to each other by footing joint means 85. That is, the footing side frame plate 82
Are vertical parts that are almost parallel to each other at the bottom when they are arranged confronting each other on the left and right, and the upper part gradually becomes closer to each other as it goes up, and the width between them is In addition to the inclined portion having a width corresponding to the width, the bottom portion is formed with the footing joint means 8.
5 is fitted to the upper surface of the base member 5 in a face-to-face relationship, and is engaged and locked so as to stand. For this reason, the footing joint means 85 is formed of a foamed synthetic resin material in a substantially rectangular parallelepiped block shape which is attached and connected so as to be arranged substantially orthogonally and horizontally between the left and right footing side frame plates 82. Then, fitting grooves 86 for fitting the bottoms of the left and right footing-side frame plates 82 are formed in the upper surfaces of both ends in a concave shape, and are fitted in the locking grooves 84 formed in the outer surfaces of the bottom portions of the footing-side frame plates 82. The locking protrusion 87 is recessed in the inner surface of the fitting groove 86. The locking groove 84 and the locking projection 87 mesh with each other in the vertical direction of the footing-side frame plate 82 in an uneven shape, and prevent the vertical movement of the footing-side frame plate 82 with respect to the vertical direction.

【0029】このフーチンジョイント手段85自体は、
左右に相対峙して配置されたフーチン側枠板82相互間
で適当間隔毎に装着結合されるも、場合によってはフー
チン側枠板82の全域に亙って配されるような長尺な帯
板状にして形成されることもある。なお傾斜部上面に
は、立ち上り型枠体5と連繋結合するための嵌め合い手
段4(4A,4B)が設けられているのは勿論である。
The footing joint means 85 itself is
A long band which is attached and connected at appropriate intervals between the footing side frame plates 82 disposed opposite to each other at right and left sides, but may be arranged over the entire area of the footing side frame plate 82 in some cases. It may be formed in a plate shape. It is needless to say that fitting means 4 (4A, 4B) is provided on the upper surface of the inclined portion so as to be connected to and connected to the rising frame 5.

【0030】図18にあってのフーチン型枠体91は、
図12図に示されたものと同様に左右のフーチン側枠板
92として分離した形態とすると共にその左右のフーチ
ン側枠板92相互をフーチンジョイント手段95によっ
て一体状に連繋して成る。すなわちフーチン側枠板92
は、左右で対峙状に配されるときで下部では相互にほぼ
平行となる垂直部となっており、上部では上方に至るに
伴ない次第に相互に近接してその相互間の幅員が立ち上
り部の幅員に相当する幅狭となるよう傾斜している傾斜
部となすと共に、底部夫々がフーチンジョイント手段9
5の上面に相対峙状にして嵌まり込み、強制的に噛み合
い係止して立脚されるようにしてある。そのためフーチ
ンジョイント手段95は、左右のフーチン側枠板92相
互間でほぼ直交して横架配置されるように装着結合され
るほぼ直方体のブロック状に発泡合成樹脂材にて形成す
る。そして左右のフーチン側枠板92の底部を嵌め入れ
る嵌め入れ溝96を両端部上面に凹設形成すると共に、
フーチン側枠板92の底部下面に凹設形成した噛み合い
溝93に強制的に嵌まり込むよう、先端が幅広な係止端
となっている断面でほぼT字形の噛み合い突部97を嵌
め入れ溝96奥底内側面に突設してある。噛み合い溝9
3の奥部ではその溝開口側に至るに伴ない次第に幅広と
なるよう、噛み合い突部97の係止端とは逆向きの係止
凹部が形成されており、噛み合い溝93と噛み合い突部
97とはフーチン側枠板92の上下方向で相互に蟻溝凹
凸状形態で強制的に噛み合い、フーチン側枠板92に対
してフーチンジョイント手段95からの上下方向の移動
を阻止する。
The footing frame 91 shown in FIG.
As shown in FIG. 12, the left and right footing side frame plates 92 are separated from each other, and the left and right footing side frame plates 92 are integrally connected to each other by footing joint means 95. That is, the footing side frame plate 92
Are vertical parts that are almost parallel to each other at the bottom when they are arranged confronting each other on the left and right, and the upper part gradually becomes closer to each other as it goes up, and the width between them is Each of the bottoms is formed with a footing joint means 9 having an inclined portion which is inclined so as to have a width corresponding to the width.
5 is fitted to the upper surface of the base member 5 in a face-to-face relationship, and is forcibly engaged and locked to stand. Therefore, the footing joint means 95 is formed of a foamed synthetic resin material in a substantially rectangular parallelepiped block shape which is mounted and connected so as to be arranged substantially orthogonally and horizontally between the left and right footing side frame plates 92. Then, while fitting grooves 96 for fitting the bottoms of the left and right footing side frame plates 92 are formed in the upper surfaces of both end portions,
A substantially T-shaped engaging projection 97 having a wide locking end is fitted into the engaging groove 93 formed in the bottom of the footing side frame plate 92 so as to be forcibly fitted into the engaging groove 93 formed in the lower surface. It protrudes from the inner surface at the bottom of 96. Meshing groove 9
At the back of the groove 3, a locking recess opposite to the locking end of the engaging projection 97 is formed so as to become gradually wider as it reaches the groove opening side, and engages with the engaging groove 93. Are forcedly engaged with each other in the vertical direction of the footing-side frame plate 92 in the form of a dovetail groove, and prevent the vertical movement from the footing joint means 95 with respect to the footing-side frame plate 92.

【0031】このフーチンジョイント手段95自体は、
左右に相対峙して配置されたフーチン側枠板92相互間
で適当間隔毎に装着結合されるも、場合によってはフー
チン側枠板92の全域に亙って配されるような長尺な帯
板状にして形成されることもある。なお傾斜部上面に
は、立ち上り型枠体5と連繋結合するための嵌め合い手
段4(4A,4B)が設けられているのは勿論である。
The footing joint means 95 itself is
A long band which is attached and connected at appropriate intervals between the footing side frame plates 92 disposed opposite to each other at appropriate intervals, but may be arranged over the entire area of the footing side frame plate 92 in some cases. It may be formed in a plate shape. It is needless to say that fitting means 4 (4A, 4B) is provided on the upper surface of the inclined portion so as to be connected to and connected to the rising frame 5.

【0032】これらの図17、図18に示されるフーチ
ンジョイント手段85,95によって左右のフーチン側
枠板82,92夫々を連繋結合することにより、特にフ
ーチン側枠板82…夫々がフーチンジョイント手段85
…上に立脚されることでその設置の安定性を向上させ、
またフーチンジョイント手段85…の両端部における左
右のフーチン側枠板82…底部夫々の噛み合い状の嵌ま
り込みは、打設されるコンクリート材Cの重量、圧力等
によってもこれに耐えてフーチン側枠板82…の浮き上
がりを確実に阻止し、安定性を一層増大させるものとな
って左右のフーチン側枠板82…夫々を外側方に倒立、
解体、分離させない。
By connecting the left and right footing side frame plates 82 and 92 by the footing joint means 85 and 95 shown in FIGS. 17 and 18, respectively, the footing side frame plates 82...
… The stability of the installation is improved by standing on top,
Further, the engagement of the right and left footing side frame plates 82 at the both ends of the footing joint means 85 at the bottom of the footing joint means 85 can withstand the weight and pressure of the concrete material C to be cast. The lifting of the plates 82 is reliably prevented, and the stability is further increased, so that the left and right footing side frame plates 82 are inverted to the outside, respectively.
Do not dismantle or separate.

【0033】図12乃至図17に示される夫々のフーチ
ンジョイント手段35,45,55,65,75,85
自体は長尺な帯板状に形成されることで、夫々の左右の
フーチン側枠板32,42,52,62,72,82等
を連繋結合して筐体状のフーチン型枠体31,41,5
1,61,71,81として構成し、これを根切り部B
面上の全域に載置するも可能である。またフーチンジョ
イント手段35…によって所定間隔で左右のフーチン側
枠板32…等を連繋結合するとき、その間隔の設定、フ
ーチンジョイント手段35…等自体の幅員等は打設され
るコンクリート材C等の重量その他によってフーチン側
枠板32…等が倒立、分離しないものとして配慮され、
更に場合によっては後述する連繋片107,117を併
用してその結合を一層強化可能とする。
Each of the footing joint means 35, 45, 55, 65, 75, 85 shown in FIGS.
By itself being formed in a long strip shape, the left and right footing side frame plates 32, 42, 52, 62, 72, 82, etc. are connected and connected to each other to form a housing-like footing type frame body 31, 41,5
1, 61, 71 and 81, and this is
It is also possible to place it on the whole area on the surface. When the right and left footing side frame plates 32 are connected and connected at predetermined intervals by the footing joint means 35, the distance setting, the width of the footing joint means 35 itself and the like, such as the concrete material C or the like to be cast, are performed. Due to the weight and the like, the footing side frame plate 32 ... etc. is considered not to be inverted and separated,
Further, in some cases, the connection can be further strengthened by using joint pieces 107 and 117 which will be described later.

【0034】図19にあってのフーチン型枠体101
は、図12図に示されたものと同様に左右のフーチン側
枠板102として分離した形態とすると共にその左右の
フーチン側枠板102相互を埋め込み状の連繋片107
を備えたフーチンジョイント手段105によって一体状
に連繋して成る。すなわちフーチン側枠板102は、左
右で対峙状に配されるときで下部では相互にほぼ平行と
なる垂直部となっており、上部では上方に至るに伴ない
次第に相互に近接してその相互間の幅員が立ち上り部の
幅員に相当する幅狭となるよう傾斜している傾斜部とな
すと共に、底部夫々がフーチンジョイント手段105の
上面に相対峙状にして嵌まり込み、係止して立脚される
ようにする。そのためフーチンジョイント手段105
は、左右のフーチン側枠板102相互間でほぼ直交して
横架配置されるように装着結合されるほぼ直方体のブロ
ック状に発泡合成樹脂材にて形成する。そして左右のフ
ーチン側枠板102の底部を嵌め入れる嵌め入れ溝10
6を両端部上面に凹設形成すると共に、フーチン側枠板
102底部と嵌め入れ溝106奥底方のフーチンジョイ
ント手段105部位とに跨る例えば断面でコ字溝形の鉄
片(薄型チャンネル鋼材)製、硬質プラスチック製等の
剛性の連繋片107を噛み合わせる。この連繋片107
自体は図示のようなコ字溝形に限らず、波型状、倒H字
形状その他の形状にでき、要はフーチン側枠板102底
部と嵌め入れ溝106奥底方のフーチンジョイント手段
105部位とに跨ることでフーチン側枠板102のフー
チンジョイント手段105からの抜脱、フーチン側枠板
102自体の上下方向の移動を阻止すれば足りる。なお
連繋片107を埋め込み状に配置するためのフーチン側
枠板102底部、嵌め入れ溝106奥底方のフーチンジ
ョイント手段105部位夫々に形成される幅狭な溝空隙
は、例えば加工すべき素材である発泡合成樹脂材の前後
で架け渡した電熱線をその溝空隙形状に沿って表面から
押入れて切断除去することで形成される。
The footing frame 101 shown in FIG.
12 are separated into left and right footing side frame plates 102 similarly to the one shown in FIG.
And are integrally connected by footing joint means 105 having That is, when the footing side frame plates 102 are arranged to face each other on the left and right sides, the bottom portions are vertical portions that are substantially parallel to each other at the lower portion, and gradually approach each other as they reach the upper portion at the upper portion. Is formed so as to have a width corresponding to the width of the rising portion, and each bottom portion is fitted on the upper surface of the footing joint means 105 so as to face each other, locked and stood. So that Therefore, the footing joint means 105
Are formed of a foamed synthetic resin material into a substantially rectangular parallelepiped block shape which is mounted and coupled so as to be arranged substantially orthogonally and horizontally between the left and right footing side frame plates 102. A fitting groove 10 for fitting the bottoms of the left and right footing side frame plates 102.
6 is recessed in the upper surface of both ends and made of, for example, a U-shaped groove-shaped iron piece (thin channel steel material) having a U-shaped groove crossing the bottom of the footing-side frame plate 102 and the portion of the footing joint means 105 at the bottom of the fitting groove 106. A rigid connecting piece 107 made of hard plastic or the like is engaged. This connecting piece 107
The shape itself is not limited to the U-shaped groove shape as shown in the figure, but can be a corrugated shape, an inverted H shape, or another shape. It is sufficient to prevent the footing side frame plate 102 from being pulled out of the footing joint means 105 and the vertical movement of the footing side frame plate 102 in the vertical direction. The narrow groove gaps formed at the bottom of the footing side frame plate 102 and the footing joint means 105 at the bottom of the fitting groove 106 for arranging the connecting piece 107 in an embedded manner are, for example, materials to be processed. It is formed by cutting and removing the heating wire stretched before and after the foamed synthetic resin material from the surface along the shape of the groove gap.

【0035】図20にあってのフーチン型枠体111
は、図12図に示されたものと同様に左右のフーチン側
枠板112として分離した形態とすると共にその左右の
フーチン側枠板112相互を外側面に係止装着される連
繋片117を備えたフーチンジョイント手段115によ
って一体状に連繋して成る。すなわちフーチン側枠板1
12は、左右で対峙状に配されるときで下部では相互に
ほぼ平行となる垂直部となっており、上部では上方に至
るに伴ない次第に相互に近接してその相互間の幅員が立
ち上り部の幅員に相当する幅狭となるよう傾斜している
傾斜部となすと共に、底部夫々がフーチンジョイント手
段115の上面に相対峙状にして嵌まり込み、係止して
立脚されるようにする。そのためフーチンジョイント手
段115は、左右のフーチン側枠板112相互間でほぼ
直交して横架配置されるように装着結合されるほぼ直方
体のブロック状に発泡合成樹脂材にて形成する。そして
左右のフーチン側枠板112の底部内側部分に突設の嵌
め入れ突部113を嵌め入れる嵌め入れ溝116を両端
部近傍上面に凹設形成すると共に、フーチン側枠板10
2底部外側面とフーチンジョイント手段115端部外側
面とに当接状にして跨る例えば断面でコ字溝形の鉄片
(薄型チャンネル鋼材)製、硬質プラスチック製等の剛
性の連繋片117を噛み合わせる。このときフーチン側
枠板102底部外側面とフーチンジョイント手段115
端部外側面とは図示のように面一状とする場合に限ら
ず、段差が生じるようにもでき、この段差が生じる場合
の連繋片117はその段差形状に沿って折曲形成される
こともある。なお連繋片117を係止埋め込み状に配置
するためのフーチン側枠板112底部外側面、フーチン
ジョイント手段115端部外側面夫々に形成される幅狭
な溝空隙は、例えば加工すべき素材である発泡合成樹脂
材の前後で架け渡した電熱線をその溝空隙形状に沿って
表面から押入れて切断除去することで形成される。
The footing frame 111 shown in FIG.
The left and right footing side frame plates 112 are separated from each other as shown in FIG. And are integrally connected by the footing joint means 115. That is, the footing side frame plate 1
Numeral 12 is a vertical portion which is substantially parallel to each other at the lower portion when arranged in a confronting manner on the left and right, and gradually becomes closer to each other as it reaches the upper portion, and the width between them rises at the upper portion. Are formed so as to be narrow so as to have a width corresponding to the width, and the respective bottom portions are fitted into the upper surface of the footing joint means 115 in a facing manner, locked and stood. For this reason, the footing joint means 115 is formed of a foamed synthetic resin material into a substantially rectangular parallelepiped block which is mounted and connected so as to be arranged substantially orthogonally and horizontally between the left and right footing side frame plates 112. A fitting groove 116 is formed in the bottom inner portion of each of the left and right footing side frame plates 112 to form a fitting groove 116 into which the protrusion 113 is fitted.
(2) A rigid connecting piece 117 made of, for example, a U-shaped grooved iron piece (a thin channel steel material) or a hard plastic made in a cross-section that abuts and straddles the bottom outer surface and the end outer surface of the foot joint joint 115. . At this time, the bottom outer surface of the footing side frame plate 102 and the footing joint means 115
The outer surface of the end portion is not limited to the case where the outer surface is flat as shown in the figure, but a step may be generated. In the case where the step is generated, the connecting piece 117 is formed to be bent along the step shape. There is also. The narrow groove voids formed on the bottom outer surface of the footing-side frame plate 112 and the outer surface of the end of the footing joint means 115 for arranging the connecting pieces 117 in the locking and embedding form are, for example, materials to be processed. It is formed by cutting and removing the heating wire stretched before and after the foamed synthetic resin material from the surface along the shape of the groove gap.

【0036】これらの図19、図20夫々におけるフー
チンジョイント手段105,115自体、連繋片10
7,117自体等はいずれも夫々が、左右に相対峙して
配置されたフーチン側枠板102,112相互間で適当
間隔毎に装着結合されるも、場合によってはフーチン側
枠板102,112の全域に亙って配されるような長尺
な帯板状にして形成されることもある。なおフーチン側
枠板102,112の傾斜部上面には、立ち上り型枠体
5と連繋結合するための嵌め合い手段4(4A,4B)
が設けられているのは勿論である。またフーチンジョイ
ント手段105,115、連繋片107,117等によ
る連繋形態、使用形態等はいずれも、その使用間隔の設
定、それら自体の幅員等は打設されるコンクリート材C
等の重量その他によってフーチン側枠板102,112
等が倒立、分離しないものとして配慮される。
The footing joint means 105 and 115 in FIG. 19 and FIG.
Each of the footing-side frame plates 102, 112 itself is mounted at appropriate intervals between the footing-side frame plates 102, 112 which are disposed to face each other. May be formed in a long strip shape so as to be distributed over the entire area. In addition, fitting means 4 (4A, 4B) for connecting and connecting to the rising frame 5 is provided on the upper surface of the inclined portion of the footing side frame plates 102, 112.
Is of course provided. In addition, the connection form by the footing joint means 105, 115, the connecting pieces 107, 117, etc., the use form, etc. are all set for the use interval, the width of themselves is the concrete material C to be cast.
Etc. depending on the weight and the like of the footing side frame plates 102 and 112
Are considered as not inverted or separated.

【0037】図21、図22にあっては別の実施の形態
とした立ち上り型枠体15の例が示されており、この立
ち上り型枠体15は所定肉厚に形成した板状の発泡合成
樹脂材製の立ち上り型枠体15本体の表裏面に、例えば
断面でほぼ蟻溝形を呈する充填溝16を例えば鉛直方向
あるいは水平方向、斜めの傾斜方向に沿って複数列にし
て、あるいは格子状にして配列して成る。充填溝16自
体は相互間で例えば150乃至300mm程度とし、後
述するように相対峙してフーチン型枠体1,21,2
6,31,41,51,61,71,81,91,10
1,111上に配列設置された後の相互間に充填投入さ
れるコンクリート材C、また構築された基礎の表面で施
される化粧仕上げ等のために塗布される後述のモルタル
材131等との付着一体性を図るから、可能な限りその
相互間の間隔は狭くして配列形成される。なおこの充填
溝16は立ち上り型枠体15相互が上下方向で段状に配
置されるときの上下面での接合部位、同じく隣接配置さ
れるときの水平方向での前後面での接合部位等では、上
下方向、前後方向等の立ち上り型枠体15間に跨るよう
に夫々で半割状の形態で形成されることもある。更には
図示を省略したが、場合によっては立ち上り型枠体15
表面全域を規則的、不規則的な凹凸状、好ましくは奥部
が開口部に比し広幅な凹部となって穴、溝状にも形成で
き、フーチン型枠体1…表面にも形成可能である。
FIGS. 21 and 22 show an example of a rising frame 15 as another embodiment. The rising frame 15 is a plate-shaped foam composite formed to have a predetermined thickness. On the front and back surfaces of the main body of the rising frame 15 made of a resin material, for example, the filling grooves 16 having a substantially dovetail shape in cross section are formed in a plurality of rows, for example, in a vertical direction, a horizontal direction, an obliquely inclined direction, or a lattice shape. It is arranged in a row. The filling groove 16 itself is, for example, about 150 to 300 mm between each other, and faces each other as described later.
6, 31, 41, 51, 61, 71, 81, 91, 10
The concrete material C which is filled and put in between each other after being arranged and arranged on 1,111, and the mortar material 131 described later which is applied for decorative finishing etc. applied on the surface of the constructed foundation. In order to achieve the adhesion integrity, the arrangement is made with the interval between them as narrow as possible. In addition, the filling groove 16 is formed at a joint portion on the upper and lower surfaces when the rising frame members 15 are arranged in a stepped manner in the vertical direction, and at a joint portion on the front and rear surfaces in the horizontal direction when the mold frames 15 are similarly arranged adjacently. , May be formed in a half-split form so as to straddle between the rising frame bodies 15 in the up-down direction, the front-back direction, and the like. Although not shown, the rising form 15 may be used in some cases.
The entire surface can be formed into a regular or irregular irregular shape, preferably a concave portion having a wider inner portion than the opening portion so as to form a hole or a groove, and can also be formed on the surface of the footing mold 1. is there.

【0038】また図22に示すようにこの充填溝16
は、立ち上り型枠体15自体を建築構造物における躯体
壁、塀その他の壁構造するときの各種の外装材、内装材
等を貼付する下地処理構造としての使用を可能にする。
すなわち相対峙して配置した相互間にコンクリート材C
を投入充填して壁体自体とすると共に、屋外側でタイ
ル、レンガ等の化粧材130を貼付する場合の立ち上り
型枠体15面ではモルタル材131を、必要があればラ
ス金網材を貼り付けた後に塗布施工し、また屋内側で石
膏ボードその他の各種の内装材135を貼付する場合の
立ち上り型枠体15面では木材、プラスチック材、金属
材等の棒材状の各種の下地材136を嵌め入れる。
Further, as shown in FIG.
This makes it possible to use the rising formwork 15 itself as a base treatment structure for attaching various exterior materials, interior materials, and the like when building a skeleton wall, fence, or other wall structure in a building structure.
That is, the concrete material C is arranged between the opposing members C
And filling it to make the wall itself, and affix a mortar material 131 on the rising formwork 15 surface when attaching a decorative material 130 such as a tile or brick on the outdoor side, and a lath wire mesh material if necessary. After the application, and the plasterboard and other various interior materials 135 are stuck on the indoor side, various types of rod-like base materials 136 such as wood, plastic materials, and metal materials are provided on the surface of the rising frame 15. Fit it.

【0039】更に図23、図24においては、フーチン
型枠体1,21,26,31,41,51,61,7
1,81,91,101,111における左右側部、更
にはこのフーチン型枠体1…上で相対峙状にして立枠配
置される立ち上り型枠体5,15夫々を連繋する別の型
枠体ジョイント手段120の一例が示されている。すな
わちこの型枠体ジョイント手段120は、フーチン型枠
体1…における相対峙されている左右側部、あるいは左
右の立ち上り型枠体5…夫々にほぼ対称位置で開穿され
た挿通孔121位置でこれらの型枠体1…、5…外側面
に配された断面で溝形状を呈する補強支持片122と、
この補強支持片122、挿通孔121夫々に貫挿してフ
ーチン型枠体1…の左右側部、左右の立ち上り型枠体5
…夫々を締結するボルト、ナットによる締結手段123
と、フーチン型枠体1…内あるいは立ち上り型枠体5…
相互間の間隙内の挿通孔121位置で配されて締結手段
123のボルトを覆うカバー筒124とを備えて成る。
Further, in FIGS. 23 and 24, the footing form bodies 1, 21, 26, 31, 41, 51, 61, 7
1, 81, 91, 101, 111, and the left and right side portions, and further, the rising mold frames 5, 15 which are arranged vertically in a mutually facing manner on the footing frame 1. An example of the body joint means 120 is shown. That is, the form body joint means 120 is provided at the position of the insertion hole 121 formed in the left and right side portions of the footing form body 1... Or the left and right rising form bodies 5. A reinforcing support piece 122 having a groove shape in a cross section disposed on the outer surface of each of the form bodies 1.
The reinforcing support pieces 122 and the insertion holes 121 are respectively inserted into the left and right sides of the footing frame 1.
... Fastening means 123 using bolts and nuts for fastening each
And the footing frame 1 ... inside or the rising frame 5 ...
And a cover cylinder 124 disposed at the position of the insertion hole 121 in the gap therebetween and covering the bolt of the fastening means 123.

【0040】補強支持片122は通常は型枠体1…、5
…において外側に位置される外側面に挿通孔121位置
に対応させて予め接着固定もでき、また打設したコンク
リート材Cの凝固後で化粧仕上げが施されるときには通
常では取り外され、場合によってはそのまま埋め込まれ
る。更に締結手段123のボルトはフーチン型枠体1…
内、相対峙した立ち上り型枠体5…相互の外法幅員に比
し短くはなく、打設したコンクリート材Cの凝固後では
抜去される。またカバー筒124自体は発泡スチロール
樹脂の如き発泡合成樹脂材製のものであり、締結手段1
23の抜去後ではそのまま残置されて挿通孔121と共
に型枠体1…、5…による壁体等の内外で通気させる。
The reinforcing support pieces 122 are usually provided with
Can be previously bonded and fixed to the outer surface located outside in correspondence with the position of the insertion hole 121, and is usually removed when a decorative finish is applied after solidification of the cast concrete material C, and in some cases, Embedded as is. Further, the bolts of the fastening means 123 are connected to the footing frame 1 ...
The rising and falling frame members 5 which are opposed to each other are not shorter than the outer width of each other, and are removed after solidification of the cast concrete material C. Further, the cover tube 124 itself is made of a foamed synthetic resin material such as styrofoam resin.
After removal of 23, it is left as it is, and is ventilated together with the insertion hole 121 inside and outside the walls and the like by the molds 1.

【0041】この型枠体ジョイント手段120はフーチ
ン型枠体1…及びこのフーチン型枠体1…上で立枠され
る立ち上り型枠体5…相互をコンクリート材Cの投入充
填時で締結維持しており、型枠体1…内、立ち上り型枠
体5…相互間で水平方向、上下方向での所定の間隔毎、
たとえば300mm間隔毎に配置貫挿される。なおこの
型枠体ジョイント手段120自体は、フーチン型枠体1
…における左右側部相互、あるいは左右の立ち上り型枠
体5…相互間のいずれか一方のみに使用されることもあ
り、要は打設されるコンクリート材C等によって、組み
立てた型枠が解体、分離されない位置、場所、部位等で
使用される。
The form joint means 120 holds and fastens the footing form 1 and the rising form 5 which are framed on the footing form 1 when the concrete material C is charged. In the form body 1..., The rising form bodies 5... Between each other at predetermined intervals in the horizontal and vertical directions,
For example, they are arranged and inserted at intervals of 300 mm. It should be noted that the form body joint means 120 itself is provided with the footing form body 1.
.. May be used for only one of the right and left side portions or the left and right rising form bodies 5.... Used at locations, places, sites, etc. that are not separated.

【0042】次に以上のように構成された実施の形態の
使用の一例を説明するに、従来と同様にして基礎を布設
構築すべき場所において掘削、割栗石の投入、基礎固め
等を行なうことで根切り部Bを構成した後、フーチン型
枠体1…を根切り部B上に隣接連続させて載置し、その
上に相対峙状にして立ち上り型枠体5…を適数段で連繋
結合する一方、フーチン型枠体1…、立ち上り型枠体5
…等の内部に縦鉄筋8、横鉄筋9等を配筋して適宜に固
定する。次いでコンクリート材C、場合によっては繊維
補強(強化)コンクリート材を打設し、適当期間の養生
経過によってコンクリート材Cが凝固した後では、屋外
側のフーチン型枠体1…、立ち上り型枠体(5)15表
面では充填溝16等内にまで充填塗布したモルタル材1
31によって外装となる化粧材130を貼付し、更に躯
体壁となっている場合には屋内側の立ち上り型枠体
(5)15表面の充填溝16等に固定した下地材136
を介して内装材135を貼付する(図22参照)。
Next, an example of the use of the embodiment constructed as described above will be described. In the same manner as in the prior art, excavation, insertion of cracking stone, foundation hardening, etc. are performed at a place where a foundation is to be laid and constructed. After the root cutting portion B is formed, the footing frame members 1... Are placed adjacent to each other on the root cutting portion B, and the rising frame members 5. While being linked and connected, the footing form 1, the rising form 5
..., etc., the vertical reinforcing bars 8, the horizontal reinforcing bars 9, etc. are arranged and fixed appropriately. Next, concrete material C, and in some cases, fiber-reinforced (reinforced) concrete material is poured in, and after the concrete material C has solidified due to curing over an appropriate period, the footing form frame 1 on the outdoor side, the rising form frame ( 5) On the 15 surfaces, the mortar material 1 filled and applied to the filling grooves 16 and the like.
The base material 136 is attached with a decorative material 130 serving as an exterior by 31 and further fixed to the filling groove 16 on the surface of the rising formwork (5) 15 on the indoor side when the body material is a skeleton wall.
Then, the interior material 135 is attached via the (see FIG. 22).

【0043】このとき内部配筋の縦鉄筋8は、例えば図
2に示すようにフーチン型枠体1…における底部面に刺
し込まれたコ字形の基礎鉄筋材126に縛結支持された
り、図21に示すようにフーチン型枠体1…における底
部面に刺し込まれた、下端が鋭利になっている凹字形の
鉄筋支持台片127によって横架支持された基礎鉄筋バ
ー128に同様に縛結支持されたりする。そして横鉄筋
9と縦鉄筋8との連繋は、相互に直接に縛結されたり、
図3に示すように縦鉄筋挿入部12、横鉄筋固定孔1
3、横鉄筋固定バンド14から成る固定手段11によっ
て固定されたりする。
At this time, for example, as shown in FIG. 2, the vertical reinforcing bars 8 of the internal reinforcing bars are tied and supported by a U-shaped basic reinforcing bar 126 inserted into the bottom surface of the footing frame 1. As shown in FIG. 21, similarly tied to a base reinforcing bar 128 which is pierced into the bottom surface of the footing frame 1 and is horizontally supported by a concave reinforcing bar support 127 having a sharpened lower end. It is supported. And the connection between the horizontal reinforcing bar 9 and the vertical reinforcing bar 8 is directly tied to each other,
As shown in FIG. 3, the vertical reinforcing bar insertion portion 12, the horizontal reinforcing bar fixing hole 1
3. It is fixed by the fixing means 11 comprising the horizontal reinforcing bar fixing band 14.

【0044】またフーチン型枠体1…における断面で直
方体状のものとするか、台形状のものとするかは設置現
場における状況によって選択可能であるのは勿論であ
る。
It goes without saying that the cross section of the footing frame 1 may be rectangular or trapezoidal depending on the situation at the installation site.

【0045】フーチン型枠体1…において上方開口のい
わばボックス状を呈するフーチン筐体部2,22あるい
は帯板状のフーチンジョイント手段35,45,55,
65,75,85,95,105,115による場合
は、根切り部B面上にそのまま載置されることで構成さ
れる。また所定間隔毎に配されてフーチンジョイント手
段35…によって左右に分離されているフーチンサイド
部28、フーチン側枠板32,42,52,62,7
2,82,92,102,112を連繋結合する場合
は、必要があれば根切り部B内から突出させた縦鉄筋8
をフーチン側体部3、立ち上り型枠体5…相互間の内部
にまで連繋配筋しておくことで構築される基礎は根切り
部Bとの一体性を得る。
In the footing frame 1, the footing casings 2, 22 or the strip-shaped footing joints 35, 45, 55, which have a so-called box shape with an upper opening, are provided.
In the case of 65, 75, 85, 95, 105, and 115, it is configured by being directly placed on the root cutting portion B surface. Further, the footing side portions 28, footing side frame plates 32, 42, 52, 62, 7 which are arranged at predetermined intervals and are separated to the left and right by footing joint means 35.
When the joints 2, 82, 92, 102 and 112 are connected and connected, if necessary, the vertical reinforcing bars 8 protruding from the inside of the root cutting portion B may be used.
Are connected to the inside of the footing side body part 3, the rising form body 5... To obtain the integrity with the root cutting part B.

【0046】更にフーチン型枠体1…における相対峙さ
せた左右側部、左右の立ち上り型枠体5…相互を型枠体
ジョイント手段120によって締結し、それらの間の左
右側部分相互間を強固に連結し、打設されるコンクリー
ト材C等による重量等に耐え、立ち上り型枠体5…夫々
の膨らみ、歪形等を防止する。そして打設したコンクリ
ート材Cの養生凝固ではその締結手段123をそのまま
残置させても、締結手段123を抜去することで残置さ
れるカバー筒124を、型枠体1…、5…に開穿してあ
る挿通孔121を経た内外の換気孔として利用する(図
24参照)。
Further, the left and right sides of the footing frame 1 that are opposed to each other and the left and right rising frame 5 are fastened to each other by the frame joint means 120, and the left and right portions between them are firmly connected to each other. And stand up to the weight etc. of the concrete material C or the like to be cast, and prevent the rising form bodies 5 from bulging, distorting, etc. In the curing and solidification of the cast concrete material C, even if the fastening means 123 is left as it is, the cover cylinder 124 left by removing the fastening means 123 is opened in the form bodies 1. It is used as the inside and outside ventilation holes through the insertion holes 121 (see FIG. 24).

【0047】[0047]

【発明の効果】本発明は以上のように構成されているた
めに、発泡合成樹脂材製のフーチン型枠体1,21,2
6,31,41,51,61,71,81,91,10
1,111、立ち上り型枠体5,15の根切り部B上で
の組立後のコンクリート材Cの投入充填によって、それ
らのフーチン型枠体1…、立ち上り型枠体5…と共に基
礎を構築施工でき、またコンクリート材Cの打設圧力に
よっても根切り部B面からフーチン型枠体1…等が浮き
上がることもなく、相互に結合されたフーチン型枠体1
…、立ち上り型枠体5…同士の組立をしっかりと維持
し、安定した設置状態を実現できる。しかも外表面の化
粧施工に際し、充填溝16内に充填塗布されるモルタル
材131等の付着安定性の向上によって剥落、ひび割れ
等も生じさせず、体裁良好で美麗な基礎構造を得ること
ができる。
As described above, the present invention is constructed as described above.
6, 31, 41, 51, 61, 71, 81, 91, 10
1, 111, the standing form bodies 5, 15 are put on and filled with the concrete material C after assembling on the root cutting section B, and the foundation is constructed together with the footing form bodies 1 and the rising form bodies 5. Can be formed, and the footing form bodies 1 are not lifted up from the root cutting portion B surface by the casting pressure of the concrete material C.
.., The assembling of the rising form bodies 5 is firmly maintained, and a stable installation state can be realized. In addition, at the time of applying makeup on the outer surface, the adhesion stability of the mortar material 131 or the like to be filled and applied into the filling groove 16 does not cause peeling, cracking, etc., and a beautiful basic structure with a good appearance can be obtained.

【0048】すなわちこれは本発明において、根切り部
B面上に載置される発泡合成樹脂材製のフーチン型枠体
1,21,26,31,41,51,61,71,8
1,91,101,111と、このフーチン型枠体1…
の左右側部の上部に嵌め合い手段4を介して連繋結合さ
れ、相対峙状に配される補強された発泡合成樹脂材製の
左右の立ち上り型枠体5,15と、左右の立ち上り型枠
体5…相互を連繋するジョイント手段10、更にはフー
チン型枠体1…の左右側部、立ち上り型枠体5…相互を
連繋する型枠体型枠体ジョイント手段120とから成る
ものとしたからであり、これによって、形枠体1…,5
…を取り外すことなく、その内部に投入充填して凝固さ
れたコンクリート材Cと共に堅牢な基礎構造をそのまま
構成できるからである。
That is, according to the present invention, in the present invention, a foaming synthetic resin-made footing mold 1,2,26,31,41,51,61,71,8 is placed on the root cutting portion B.
1, 91, 101, 111 and this footing form 1
Left and right rising mold frames 5 and 15 made of reinforced foam synthetic resin material, which are operatively connected to each other via fitting means 4 at the upper portions of the left and right side portions thereof, and which are arranged to face each other. Body 5 ... joint means 10 for connecting each other, furthermore, right and left side portions of footing form 1, rising form frame 5 ... form and form joint means 120 for connecting each other. Yes, this results in the form 1 ... 5
This is because a solid foundation structure can be formed as it is together with the concrete material C solidified by being charged and filled therein without removing the...

【0049】しかも内部に投入充填したコンクリート材
Cの凝固後で、フーチン型枠体1…、立ち上り型枠体5
…等の外表面に化粧仕上げを施すことでよいから、従来
のコンクリート製基礎による場合に比し、モルタル下
地、内装下地処理等が不要となり、手間が掛からず、作
業効率を大きく向上できる。そればかりでなくコンクリ
ート製基礎の構築に際し使用されていた木材製の型枠を
全く使用する必要がないから、省資源に役立つ。
Furthermore, after solidification of the concrete material C charged and filled therein, the footing form 1, the rising form 5
Since it is sufficient to apply a decorative finish to the outer surface such as..., There is no need for a mortar base, an interior base treatment, etc., as compared with the case of using a conventional concrete base, so that no labor is required and work efficiency can be greatly improved. Not only that, there is no need to use any timber formwork that had been used for the construction of concrete foundations, thus conserving resources.

【0050】またフーチン型枠体1,21,26は上方
開口の筐体状に形成してあるから、フーチン型枠体1…
自体が発泡合成樹脂材製であるために軽量であっても内
部に投入充填されたコンクリート材Cの重量、打設圧力
その他によって根切り部B面上から浮き上がらず、根切
り部B面上の所定位置でそのまま配置構成できる。
Since the footing form bodies 1, 21 and 26 are formed in the shape of a housing having an upper opening, the footing form bodies 1 ...
Even if it is lightweight because it itself is made of a foamed synthetic resin material, it does not rise above the root cutting portion B surface due to the weight of the concrete material C charged and poured therein, the casting pressure, etc. It can be arranged and configured at a predetermined position.

【0051】フーチン型枠体1…上で連繋結合されて、
相対峙状に配される発泡合成樹脂材製の左右の立ち上り
型枠体5…は、嵌め合い手段4における嵌め合い溝4A
を利用して挿入される補強材6、更には内封式に挿入さ
れる封入補強材7等によって補強され、剛性化されてい
るから、内部に充填されるコンクリート材Cによる重
量、衝撃、振動、打設圧力その他によっても歪形、外方
への膨らみその他が生じるのを防止し、ジョイント手段
10,120と相俟ち相互間の間隔を維持し、所定肉厚
の立ち上り部、更には壁体を構成できる。
Are connected and connected on the footing form 1
The left and right rising frame members 5 made of a foamed synthetic resin material arranged in a mutually facing manner are fitted with fitting grooves 4A in the fitting means 4.
Is reinforced and stiffened by a reinforcing material 6 inserted by utilizing the sealing material 7 and an encapsulating reinforcing material 7 inserted in an enclosed manner, so that the weight, impact, and vibration of the concrete material C filled therein. To prevent distortion, outward swelling and the like from being caused by the driving pressure and the like, maintain the interval between them together with the joint means 10 and 120, and provide a rising portion having a predetermined thickness and further a wall. Can compose the body.

【0052】このときの型枠体ジョイント手段120と
して、フーチン型枠体1…の左右側部、立ち上り型枠体
5…夫々に開穿された挿通孔121位置で、この挿通孔
121と共に型枠体1…、5…外側面に配された補強支
持片122に貫挿する締結手段123によって型枠体1
…、5…を締結するから、型枠体1…、5…における左
右側部分相互の連結、その組立維持を確実にする。しか
も型枠体1…内、立ち上り型枠体5…相互間の間隙内で
の締結手段123は、カバー筒124によって覆われて
いるから、例えば寒冷地における構築時に投入充填した
コンクリート材Cの養生凝固に際し、金属性部材である
補強支持片122、締結手段123が外部の冷気をコン
クリート材C内に伝熱させず、これを冷却させない断熱
作用を発揮し、適切な養生状態を維持するのに役立つ。
更にコンクリート材Cの凝固で締結手段123を取り外
すことにより、立ち上り部内外を連通状態とさせて、例
えば基礎部位における換気口として利用でき、基礎内の
空気対流を促進させる。
At this time, as the form joint means 120, at the positions of the insertion holes 121 formed in the right and left side portions of the footing form 1 and the rising form 5 respectively, the form together with the form 121 is formed. , 5 ... Form body 1 by fastening means 123 inserted through reinforcing support pieces 122 arranged on the outer surface.
,... Are fastened, so that the left and right portions of the mold bodies 1,. In addition, since the fastening means 123 in the gap between the rising frame members 5 within the frame members 1 is covered by the cover cylinder 124, for example, curing of the concrete material C charged and filled during construction in a cold region. At the time of solidification, the reinforcing support piece 122 and the fastening means 123, which are metallic members, do not transfer external cool air into the concrete material C, exhibit an insulating effect of not cooling the cool air, and maintain an appropriate curing state. Useful.
Further, by removing the fastening means 123 by solidification of the concrete material C, the inside and outside of the rising portion are made to communicate with each other, and can be used as, for example, a ventilation port at a foundation portion, thereby promoting air convection in the foundation.

【0053】また従来のもののように左右の発泡合成樹
脂材製の型枠を構成しておいて、これを金属性部材によ
って結合してそれらをそのまま残置させてしまう場合に
あっての熱橋構造を形成せずに済み、型枠体1…、5…
の形成素材による断熱作用を充分に得ることができる。
すなわち従来では、それらの金属性部材によって形成さ
れたジョイント手段であるとき、例えば寒冷地での構築
施工に際してそれが外部の冷気を内部に充填したコンク
リート材C等に伝熱させ、それの適切な養生を阻害した
り、また残置されることで錆その他によって膨脹し、そ
れに伴ないコンクリート材Cを破壊したりするのを解消
できる。
A thermal bridge structure in a case where left and right mold frames made of foamed synthetic resin material are formed as in the conventional case, and these are joined by a metallic member to leave them as they are. Need not be formed, and formwork bodies 1 ... 5 ...
Can sufficiently obtain the heat insulating effect of the material for forming.
That is, conventionally, when it is a joint means formed by these metallic members, for example, when constructing and constructing in a cold region, it transfers heat to the concrete material C or the like filled with external cold air, and the appropriate It is possible to prevent the concrete material C from being hindered from curing and being expanded due to rust or the like due to being left, thereby destroying the concrete material C accompanying the expansion.

【0054】しかもこの型枠体ジョイント手段120に
おける締結手段123更には補強支持片122等はコン
クリート材Cの凝固後で取り外すことができるから、再
度の使用が可能で無駄がない。なお取外し後に形成され
る換気口としての挿通孔121、カバー筒124内部は
必要があれば閉塞でき、種々な態様での利用を選択でき
る。
Moreover, since the fastening means 123 and the reinforcing support pieces 122 of the form joint means 120 can be removed after the solidification of the concrete material C, they can be used again without waste. In addition, the insertion hole 121 as a ventilation port formed after removal and the inside of the cover cylinder 124 can be closed if necessary, and use in various modes can be selected.

【0055】左右の立ち上り型枠体5…は嵌め合い手段
4を介してフーチン型枠体1…上に段状にして連繋結合
できるから、その段数の選択によって所定の高さの基礎
構造、更には左右の立ち上り型枠体5…自体による所定
の建築構造物の壁躯体を基礎と連続して構成することも
可能である。
The right and left rising frame members 5 can be connected in a step-like manner on the footing frame members 1 through the fitting means 4 so that the basic structure having a predetermined height can be obtained by selecting the number of steps. It is also possible to form a wall structure of a predetermined building structure by the right and left rising frame bodies 5...

【0056】また筐体状となるフーチン型枠体21にお
いてのフーチン筐体部23とフーチン傾斜側体部24と
を連繋結合する嵌め合い手段25、同様に筐体状となる
フーチン型枠体26においてのフーチンベース部27と
フーチンサイド部28とを連繋結合する凹凸状の嵌め合
い手段29夫々は、幅広な係止端によって強制的な嵌め
合い構造とさせるから、その係止端による嵌め合い抵抗
があっても強制的に行なうことで嵌め合い作業を簡素化
でき、しかもフーチン型枠体21,26夫々内に打設さ
れるコンクリート材Cによっても分離、解体されない強
固な連繋状態を維持する。
The fitting means 25 for linking and connecting the footing housing portion 23 and the footing inclined side body portion 24 in the housing-shaped footing frame member 21, and the footing frame member 26 also having a housing shape Each of the uneven fitting means 29 for connecting and connecting the footing base portion 27 and the footing side portion 28 in the above-mentioned manner has a forcible fitting structure with a wide locking end, so that the fitting resistance due to the locking end is reduced. Even if there is, it is possible to simplify the fitting operation by forcibly performing it, and to maintain a strong connected state that is not separated and dismantled by the concrete material C cast into each of the footing form bodies 21 and 26.

【0057】一方、相対峙状に分離して載置される左右
のフーチン側枠板32相互を連繋するフーチンジョイン
ト手段35はフーチン側枠板32の係止部33に噛み合
い状に係止する噛み合い部36を有するから、その連繋
結合は強固である。同様に左右のフーチン側枠板52,
62相互を連繋するフーチンジョイント手段55,65
は、左右のフーチン側枠板52,62の底部下面に形成
した係止溝53,63に内封状に係止する断面でほぼL
字形の係止部56,66を有するから、安定した連繋状
態を維持し、コンクリート材Cに対する耐圧性に優れ
る。
On the other hand, the footing joint means 35 for connecting the left and right footing-side frame plates 32 which are separately mounted in a mutually facing manner are engaged with the locking portions 33 of the footing-side frame plate 32 in a meshing manner. Due to the presence of the part 36, its articulated connection is strong. Similarly, the left and right footing side frame plates 52,
62 footing joint means 55, 65 interconnecting each other
Are substantially L-shaped in cross-section where they are locked in locking grooves 53, 63 formed on the bottom lower surfaces of the left and right footing side frame plates 52, 62.
Since the locking portions 56 and 66 are formed in a letter shape, a stable connection state is maintained and the pressure resistance to the concrete material C is excellent.

【0058】また左右のフーチン側枠板42相互を連繋
するフーチンジョイント手段45は左右のフーチン側枠
板42の底部に突設形成された係止部43に噛み合う噛
み合い部46と、同じくフーチン側枠板42の底部側面
に凹設形成された係止溝44に嵌まり込む係止突部47
とを有するから、打設されるコンクリート材Cの重量、
衝撃、振動、打設圧力その他によっても左右のフーチン
側枠板42相互の外方への倒立分離、解体を阻止すると
共にフーチン側枠板42等の浮き上がりをも阻止してそ
れらの一体化を一層確実にする。
The footing joint means 45 for connecting the left and right footing side frame plates 42 to each other is provided with a meshing portion 46 which meshes with a locking portion 43 projecting from the bottom of the left and right footing side frame plates 42, and a footing side frame similarly. A locking projection 47 that fits into a locking groove 44 formed in the bottom side surface of the plate 42.
And the weight of the concrete material C to be cast,
The left and right footing-side frame plates 42 are prevented from being inverted and disassembled outwardly and disassembled by impact, vibration, casting pressure, and the like, and the lifting of the footing-side frame plates 42 and the like are also prevented to further integrate them. to be certain.

【0059】更に相対峙状に分離して載置される左右の
フーチン側枠板32,42,52,62,72,82,
92,102,112等を連繋するフーチンジョイント
手段35,45,55,65,75,85,95,10
5,115夫々が所定の間隔毎に配置されて、それらの
間に空隙が生じるとき、その空隙内で根切り部B内から
の鉄筋材等が配された状態でコンクリート材Cが打設さ
れると、構成される基礎と根切り部Bとが一体的とな
り、一層強固な基礎構造を実現できる。
Further, the left and right footing side frame plates 32, 42, 52, 62, 72, 82,
Footing joint means 35, 45, 55, 65, 75, 85, 95, 10 for connecting 92, 102, 112, etc.
When each of 5,115 is arranged at predetermined intervals and a gap is formed between them, the concrete material C is cast in a state in which the reinforcing material from the root cutting portion B is arranged in the gap. Then, the constructed foundation and the root cutting portion B are integrated, and a stronger foundation structure can be realized.

【0060】左右の分離されたフーチン側枠板72相互
をフーチンジョイント手段75にて連繋するフーチン型
枠体71において、そのフーチンジョイント手段75は
フーチン側枠板72の係止溝74に嵌まり込む係止突部
77を備え、フーチン側枠板72の係止部73に噛み合
い部76が三角山状で噛み合うから、打設されるコンク
リート材Cの打設圧力その他に抗して左右のフーチン側
枠板72相互の外方への倒立更にはその分離、解体、浮
き上がり等を確実に阻止でき、堅牢な基礎を構成する。
In the footing mold frame 71 connecting the left and right separated footing side frame plates 72 by footing joint means 75, the footing joint means 75 fits into the locking grooves 74 of the footing side frame plate 72. Since the engaging portion 77 is engaged with the engaging portion 73 of the footing side frame plate 72 in a triangular mountain shape, the engaging protrusion 77 is provided. It is possible to reliably prevent the frame plates 72 from inverting outwardly, and further to prevent separation, disassembly, and floating of the frame plates 72, thereby forming a solid foundation.

【0061】同様に左右のフーチン側枠板82相互をフ
ーチンジョイント手段85にて連繋するフーチン型枠体
81において、フーチンジョイント手段85両端部の嵌
め入れ溝86に嵌め入れることで左右のフーチン側枠板
82を立脚状に支持でき、組立作業を能率的に遂行でき
る。しかもフーチン側枠板82と嵌め入れ溝86との上
下方向である係止溝84と嵌め入れ溝86とが相互で嵌
まり込むようになっているから、コンクリート材Cが打
設されても、フーチンジョイント手段85からのフーチ
ン側枠板82の浮き上がりを確実に阻止でき、一体結合
状態を一層安定化できる。更にはフーチンジョイント手
段85自体の外形は凹凸部分が少なくなるから、その成
型加工は極めて容易であり、しかも形成素材の無駄を排
除させるから、安価に提供できる。
Similarly, in the footing type frame body 81 in which the left and right footing side frame plates 82 are connected to each other by the footing joint means 85, the right and left footing side frames are fitted into the fitting grooves 86 at both ends of the footing joint means 85. The plate 82 can be supported in a standing shape, and the assembling work can be efficiently performed. Moreover, since the locking groove 84 and the fitting groove 86, which are the vertical direction of the footing side frame plate 82 and the fitting groove 86, are fitted to each other, even if the concrete material C is cast, The lifting of the footing side frame plate 82 from the footing joint means 85 can be reliably prevented, and the integrated state can be further stabilized. Furthermore, since the outer shape of the footing joint means 85 itself has less irregularities, its forming is extremely easy, and furthermore, it is possible to provide an inexpensive material because it eliminates waste of forming materials.

【0062】同様に左右のフーチン側枠板92相互をフ
ーチンジョイント手段95にて連繋するフーチン型枠体
91において、フーチンジョイント手段95両端部の嵌
め入れ溝96に、係止端による強制的な嵌まり込みで左
右のフーチン側枠板92をしっかりと立脚状に支持でき
る。しかもフーチン側枠板92と嵌め入れ溝96との上
下方向では、先端が幅広な係止端によって相互が強制的
に嵌まり込むから、コンクリート材Cが打設されても、
フーチン側枠板92の外方への倒立を防止しながらフー
チンジョイント手段95からのフーチン側枠板92の浮
き上がりを確実に阻止する。
Similarly, in the footing type frame body 91 in which the left and right footing side frame plates 92 are connected to each other by the footing joint means 95, the fitting ends are forcibly fitted into the fitting grooves 96 at both ends of the footing joint means 95. The right and left footing-side frame plates 92 can be firmly supported in a standing shape by the stowage. Moreover, in the vertical direction between the footing side frame plate 92 and the fitting groove 96, the leading ends are forcibly fitted by the wide locking ends, so that even if the concrete material C is cast,
The lifting of the footing side frame plate 92 from the footing joint means 95 is reliably prevented while preventing the footing side frame plate 92 from inverting outward.

【0063】同様に内封式の連繋片107を介したフー
チンジョイント手段105にて左右のフーチン側枠板1
02相互を連繋するフーチン型枠体101において、フ
ーチンジョイント手段105両端部の嵌め入れ溝106
に左右のフーチン側枠板102の底部を嵌め入れること
でフーチン側枠板102を仮止め的に立脚状に支持で
き、その後の連繋片107のフーチン側枠板102、フ
ーチンジョイント手段105両者に跨る配置挿入によっ
てしっかりと固定連結できる。しかもフーチン側枠板1
02の上下方向では、連繋片107を介したフーチンジ
ョイント手段105への噛み合いによってコンクリート
材Cが打設されても、フーチン側枠板102底部のフー
チンジョイント手段105への嵌め入れと相俟ち、フー
チン側枠板102の外方への倒立を防止してフーチンジ
ョイント手段105からのフーチン側枠板102の浮き
上がりを確実に阻止している。
Similarly, the left and right footing side frame plates 1 are provided by the footing joint means 105 via the interlocking connecting piece 107.
02 in the footing frame 101 connecting the two, the fitting grooves 106 at both ends of the footing joint means 105
By fitting the bottoms of the left and right footing side frame plates 102 into the right and left sides, the footing side frame plate 102 can be temporarily supported in a standing leg shape, and then straddles both the footing side frame plate 102 of the connecting piece 107 and the footing joint means 105. It can be firmly connected by inserting it. Moreover, footing side frame plate 1
In the up-down direction of 02, even if the concrete material C is driven by meshing with the footing joint means 105 via the connecting piece 107, this is coupled with the fitting of the bottom of the footing side frame plate 102 into the footing joint means 105, The footing-side frame plate 102 is prevented from inverting outward and the lifting-up of the footing-side frame plate 102 from the footing joint means 105 is reliably prevented.

【0064】同様に外側面で係止当接する連繋片117
を介したフーチンジョイント手段105にて左右のフー
チン側枠板112相互を連繋するフーチン型枠体111
において、フーチンジョイント手段115両端部の嵌め
入れ溝116に左右のフーチン側枠板112の底部を嵌
め入れることでフーチン側枠板112を一旦は仮止め的
に立脚状に支持でき、その後のフーチン側枠板112、
フーチンジョイント手段115両者の外側面側からの連
繋片117の当接係止による簡単な作業でしっかりと固
定連結できる。しかもフーチン側枠板112の上下方向
では、連繋片117を介したフーチンジョイント手段1
15への係止によってコンクリート材Cが打設されて
も、この連繋片117がフーチン側枠板112、フーチ
ンジョイント手段115夫々に対して外側から係止して
いることと相俟ち、フーチン側枠板112の外方への倒
立を防止してフーチンジョイント手段115からのフー
チン側枠板112の浮き上がりを確実に阻止している。
Similarly, the connecting piece 117 which is locked and abutted on the outer surface.
And the footing joint means 105 through which the left and right footing side frame plates 112 are connected to each other.
In the above, the bottoms of the left and right footing-side frame plates 112 are fitted into the fitting grooves 116 at both ends of the footing joint means 115, whereby the footing-side frame plates 112 can be temporarily temporarily supported in a standing leg shape, and Frame plate 112,
The footing joint means 115 can be firmly fixed and connected by a simple operation by abutment engagement of the connecting piece 117 from the outer surface side of both. Moreover, in the vertical direction of the footing side frame plate 112, the footing joint means 1 via the connecting piece 117
Even when the concrete material C is cast by locking to the foot 15, the connection piece 117 is locked to the footing-side frame plate 112 and the footing joint means 115 from the outside, so that the footing-side The frame plate 112 is prevented from inverting outward and the lifting of the footing-side frame plate 112 from the footing joint means 115 is reliably prevented.

【0065】そしてまた立ち上り型枠体(5)15夫々
には、構築される基礎の少なくなとも外表面となるその
表裏面のいずれかに充填溝16を例えば鉛直方向あるい
は水平方向に沿って複数列にして、あるいは格子状にし
て配列形成してあるから、立ち上り型枠体(5)15表
裏面に打設されるコンクリート材C、塗布される化粧仕
上げ用のモルタル材131等との一体化を図ることがで
き、充填溝16内に充填のコンクリート材C、モルタル
材131等がそれらの大きな縮みを生じさせず、表面に
ひび割れ等を発生させない。特に経年変化によるモルタ
ル材131の剥落、ひび割れ等を防止させ、美麗な体裁
を長期に亙り維持でき、その補修等の手間を著しく削減
可能である。しかも充填溝16内に所定の下地材136
等を挿入することで構築後の基礎部分、更には躯体壁に
対する内装材135等の施工を容易にする。
Further, in each of the rising mold frames (5) 15, a plurality of filling grooves 16 are formed on at least one of the front and back surfaces which are the outer surfaces of the foundation to be constructed, for example, along the vertical direction or the horizontal direction. Since they are formed in a row or in a grid, they are integrated with the concrete material C cast on the front and back surfaces of the rising mold body (5) 15 and the mortar material 131 for decorative finishing to be applied. The filled concrete material C, mortar material 131, and the like in the filling groove 16 do not cause their large shrinkage, and do not generate cracks or the like on the surface. In particular, it is possible to prevent the mortar material 131 from peeling off or cracking due to aging, maintain a beautiful appearance over a long period of time, and significantly reduce the time and labor required for repairing the mortar material 131. Moreover, a predetermined base material 136 is provided in the filling groove 16.
The insertion of the interior material 135 and the like on the foundation portion after construction and further on the skeleton wall are facilitated by inserting the interior material.

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

【図1】本発明の一実施の形態を示す分解斜視図であ
る。
FIG. 1 is an exploded perspective view showing an embodiment of the present invention.

【図2】同じく組立使用時の斜視図である。FIG. 2 is a perspective view of the same when assembled.

【図3】同じく縦鉄筋、横鉄筋相互を連繋固定する固定
手段の斜視図である。
FIG. 3 is a perspective view of a fixing means for connecting and fixing a vertical reinforcing bar and a horizontal reinforcing bar.

【図4】同じく立ち上り型枠体の補強構造例における組
立時の断面図である。
FIG. 4 is a cross-sectional view of the upright frame body when assembling it in an example of a reinforcing structure.

【図5】同じく他の補強構造例における組立時の断面図
である。
FIG. 5 is a cross-sectional view of another reinforcement structure at the time of assembly.

【図6】同じく他の補強構造例における組立時の断面図
である。
FIG. 6 is a cross-sectional view of another reinforcing structure example at the time of assembly.

【図7】同じく他の補強構造例における組立時の断面図
である。
FIG. 7 is a cross-sectional view of another reinforcing structure example at the time of assembly.

【図8】同じく他の補強構造例における組立時の断面図
である。
FIG. 8 is a cross-sectional view of another reinforcing structure example at the time of assembly.

【図9】同じくフーチン型枠体の他例における正断面図
である。
FIG. 9 is a front sectional view of another example of the footing frame.

【図10】同じく他のフーチン型枠体の上部を連繋組立
式とした場合における正断面図である。
FIG. 10 is a front sectional view in the case where an upper part of another footing type frame is connected and assembled.

【図11】同じく他のフーチン型枠体の下部を連繋組立
式とした場合における正断面図である。
FIG. 11 is a front cross-sectional view showing a case where the lower part of another footing type frame is connected and assembled.

【図12】同じく左右分離構造のフーチン型枠体の下部
を組立連繋形式とした場合の一部切欠斜視図である。
FIG. 12 is a partially cutaway perspective view in the case where the lower part of the footing type frame body having the left-right separation structure is assembled and connected.

【図13】同じく左右分離構造のフーチン型枠体の下部
を組立連繋形式とした場合の他の実施の形態における一
部切欠斜視図である。
FIG. 13 is a partially cutaway perspective view of another embodiment in which the lower part of the footing frame having the left-right separation structure is also of an assembling connection type.

【図14】同じく左右分離構造の他例にあってのフーチ
ン型枠体の下部を連繋組立式とした場合における一部切
欠斜視図である。
FIG. 14 is a partially cut-away perspective view of another example of the left-right separation structure when the lower part of the footing frame is connected and assembled.

【図15】同じく左右分離構造とした他例にあってのフ
ーチン型枠体の下部を連繋組立式とした場合における正
断面図である。
FIG. 15 is a front cross-sectional view in a case where the lower part of the footing mold frame in another example having the same left-right separation structure is connected and assembled.

【図16】同じく左右分離構造のフーチン型枠体の下部
を他の組立連繋形式とした場合の正断面図である。
FIG. 16 is a front cross-sectional view of a case where the lower part of the footing frame having the left-right separation structure is another assembling connection type.

【図17】同じく左右分離構造のフーチン型枠体の下部
を他の組立連繋形式とした場合の正断面図である。
FIG. 17 is a front sectional view of a case where the lower part of the footing frame having the left-right separation structure is another assembling connection type.

【図18】同じく左右分離構造のフーチン型枠体の下部
を強制的な他の組立連繋形式とした場合の正断面図であ
る。
FIG. 18 is a front cross-sectional view of a case where the lower part of the footing frame having the left-right separation structure is another forcible assembly connection type.

【図19】同じく左右分離構造のフーチン型枠体の下部
を内封式の連繋片による他の組立連繋形式とした場合の
正断面図である。
FIG. 19 is a front cross-sectional view of a case where the lower part of the footing type frame body having the left-right separation structure is another assembling connection type using an internal connection piece.

【図20】同じく左右分離構造のフーチン型枠体の下部
を外側面当接係止式の連繋片による他の組立連繋形式と
した場合の正断面図である。
FIG. 20 is a front cross-sectional view of a case where the lower part of the footing type frame body having the left-right separation structure is another assembling connection type using an outer surface abutment locking type connection piece.

【図21】同じく他の実施の形態における組立時の斜視
図である。
FIG. 21 is a perspective view of another embodiment at the time of assembly.

【図22】同じくその施工後の要部横断面図である。FIG. 22 is a cross-sectional view of the main part after the construction.

【図23】同じく型枠体ジョイント手段によって組み立
てた場合の他の実施の形態における斜視図である。
FIG. 23 is a perspective view of another embodiment when assembled by the same form body joint means.

【図24】同じく型枠体ジョイント手段における使用状
態の断面図である。
FIG. 24 is a cross-sectional view of the form joint means in use.

【符号の説明】[Explanation of symbols]

B…根切り部 C…コンクリー
ト材 1…フーチン型枠体 2…フーチン筐
体部 3…フーチン側体部 4…嵌め合い手
段 4A…嵌め合い溝 4B…嵌め合い
突部 5…立ち上り型枠体 6…補強材 7…封入補強材 8…縦鉄筋 9…横鉄筋 10…ジョイント手段 11…固定手段 12…縦鉄筋挿入部 13…横鉄筋固
定孔 14…横鉄筋固定バンド 15…立ち上り型枠体 16…充填溝 21…フーチン型枠体 22…フーチン
筐体部 23…フーチン筐体部 24…フーチン
傾斜側体部 25…嵌め合い手段 25A…嵌め合
い溝 25B…嵌め合い突部 26…フーチン
型枠体 27…フーチンベース部 28…フーチン
サイド部 29…嵌め合い手段 29A…嵌め合
い溝 29B…嵌め合い突部 31…フーチン型枠体 32…フーチン
側枠板 33…係止部 35…フーチン
ジョイント手段 36…噛み合い部 41…フーチン型枠体 42…フーチン
側枠板 43…係止部 44…係止溝 45…フーチンジョイント手段 46…噛み合い
部 47…係止突部 51…フーチン型枠体 52…フーチン
側枠板 53…係止溝部 55…フーチン
ジョイント手段 56…係止部 61…フーチン型枠体 62…フーチン
側枠板 63…係止溝 65…フーチン
ジョイント手段 66…係止部 71…フーチン型枠体 72…フーチン
側枠板 73…係止部 73A…凹部 74…係止溝 75…フーチン
ジョイント手段 76…突部 77…係止突部 81…フーチン型枠体 82…フーチン
側枠板 84…係止溝 85…フーチン
ジョイント手段 86…嵌め入れ溝 87…係止突部 91…フーチン型枠体 92…フーチン
側枠板 93…噛み合い溝 95…フーチン
ジョイント手段 96…嵌め入れ溝 97…噛み合い
突部 101…フーチン型枠体 102…フーチ
ン側枠板 105…フーチンジョイント手段 106…嵌め入
れ溝 107…連繋片 111…フーチン型枠体 112…フーチ
ン側枠板 113…嵌め入れ突部 115…フーチ
ンジョイント手段 116…嵌め入れ溝 117…連繋片 120…型枠体ジョイント手段 121…挿通孔 122…補強支持片 123…締結手
段 124…カバー筒 126…基礎鉄筋材 127…鉄筋支
持台片 128…基礎鉄筋バー 130…化粧材 131…モルタ
ル材 135…内装材 136…下地材
B: Root cutting part C: Concrete material 1: Footin frame 2: Footin housing 3: Footin side body 4: Fitting means 4A: Fitting groove 4B: Fitting projection 5: Standing-up frame 6 ... reinforcing material 7 ... enclosed reinforcing material 8 ... vertical reinforcing bar 9 ... horizontal reinforcing bar 10 ... joining means 11 ... fixing means 12 ... vertical reinforcing bar insertion portion 13 ... horizontal reinforcing bar fixing hole 14 ... horizontal reinforcing bar fixing band 15 ... standing formwork 16 Filling groove 21 ... Foutin frame 22 ... Foutin casing 23 ... Foutin casing 24 ... Futin inclined side body 25 ... Mating means 25A ... Mating groove 25B ... Mating protrusion 26 ... Futin form 27 ... footing base portion 28 ... footing side portion 29 ... fitting means 29A ... fitting groove 29B ... fitting projection 31 ... footing form body 32 ... footing side frame plate 33 ... locking portion 35 ... foot Joint means 36 ... engagement part 41 ... footing form frame 42 ... footing side frame plate 43 ... engagement part 44 ... engagement groove 45 ... footing joint means 46 ... engagement part 47 ... engagement protrusion 51 ... footing form frame Reference numeral 52: footing side frame plate 53: locking groove portion 55: footing joint means 56 ... locking portion 61 ... footing form body 62 ... footing side frame plate 63 ... locking groove 65 ... footing joint means 66 ... locking portion 71 ... Footing form frame 72 ... Footing side frame plate 73 ... Locking portion 73A ... Recess 74 ... Locking groove 75 ... Footing joint means 76 ... Protrusion 77 ... Locking projection 81 ... Footing type frame body 82 ... Footing side frame plate 84 ... locking groove 85 ... footing joint means 86 ... fitting groove 87 ... locking projection 91 ... footing form frame 92 ... footing side frame plate 93 ... engagement groove 95 ... Plastic joint means 96 fitting groove 97 engaging projection 101 footing frame 102 footing side frame plate 105 footing joint means 106 fitting groove 107 connecting piece 111 footing frame 112 footing side Frame plate 113 Fitting projection 115 Footing joint means 116 Fitting groove 117 Link piece 120 Formwork joint means 121 Insertion hole 122 Reinforcement support piece 123 Clamping means 124 Cover cylinder 126 Basic rebar Material 127: Reinforcing bar support piece 128: Basic reinforcing bar 130: Cosmetic material 131: Mortar material 135: Interior material 136: Base material

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 根切り部面上に載置される上方開口の発
泡合成樹脂材製のフーチン型枠体と、このフーチン型枠
体の左右側部の上部に嵌め合い手段を介して連繋結合さ
れ、相互に所定の間隔を隔てて相対峙状に配される補強
された発泡合成樹脂材製の左右の立ち上り型枠体と、フ
ーチン型枠体における左右側部相互、左右の立ち上り型
枠体相互の少なくともいずれか一方を連繋する型枠体ジ
ョイント手段とから成り、型枠体ジョイント手段は、相
対峙されたフーチン型枠体における左右側部、左右の立
ち上り型枠体夫々にほぼ対称位置で開穿された挿通孔位
置で型枠体外側面に配された断面で溝形状を呈する補強
支持片と、この補強支持片、挿通孔夫々に貫挿してフー
チン型枠体の左右側部、立ち上り型枠体相互を締結する
締結手段と、フーチン型枠体内あるいは立ち上り型枠体
相互間の間隙内の挿通孔位置で配されて、フーチン型枠
体内あるいは立ち上り型枠体相互間の間隙における締結
手段部分を覆う発泡合成樹脂材製のカバー筒とを備えて
いることを特徴とする建築用基礎型枠装置。
1. A footing frame made of a foamed synthetic resin material having an upper opening and placed on a root cutting surface, and connected to the upper portion of the left and right sides of the footing frame via a fitting means. The left and right rising form frames made of reinforced foam synthetic resin material, which are arranged facing each other at a predetermined distance from each other, and the left and right sides of the footing form body, the left and right rising form frames Formwork joint means for connecting at least one of each other, and the formwork joint means are substantially symmetrical with respect to the left and right sides of the mutually facing footing formwork, and the left and right rising formwork bodies respectively. A reinforcing support piece having a groove shape in a cross section arranged on the outer surface of the form body at the position of the opened insertion hole, and the reinforcing support piece, the left and right sides of the footing form body inserted through each of the insertion holes, a rising type. Fastening means for fastening the frames together; Cover tube made of a foamed synthetic resin material, which is disposed at an insertion hole position in the inside of the mold frame or in the gap between the rising mold frames, and covers the fastening means in the footing mold frame or in the gap between the rising mold frames. And a foundation formwork device for building, characterized by comprising:
【請求項2】 立ち上り型枠体夫々は、構築される基礎
の少なくなとも外表面となるその表裏面のいずれかに充
填溝を形成してある請求項1乃至14のいずれか記載の
建築用基礎型枠装置。
2. The architectural structure according to claim 1, wherein each of the rising form bodies has a filling groove formed on at least one of the front and back surfaces of the foundation to be constructed. Foundation formwork equipment.
JP2001265301A 2001-09-03 2001-09-03 Foundation form device for construction Pending JP2002138490A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001265301A JP2002138490A (en) 2001-09-03 2001-09-03 Foundation form device for construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001265301A JP2002138490A (en) 2001-09-03 2001-09-03 Foundation form device for construction

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP13937899A Division JP3255620B2 (en) 1999-05-20 1999-05-20 Foundation formwork equipment for construction

Publications (1)

Publication Number Publication Date
JP2002138490A true JP2002138490A (en) 2002-05-14

Family

ID=19091785

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001265301A Pending JP2002138490A (en) 2001-09-03 2001-09-03 Foundation form device for construction

Country Status (1)

Country Link
JP (1) JP2002138490A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109208610A (en) * 2018-08-29 2019-01-15 中铁十六局集团第工程有限公司 A kind of big load bias excavation of foundation pit horizontal support prestressing force dynamic adjusting method of proximity

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109208610A (en) * 2018-08-29 2019-01-15 中铁十六局集团第工程有限公司 A kind of big load bias excavation of foundation pit horizontal support prestressing force dynamic adjusting method of proximity
CN109208610B (en) * 2018-08-29 2020-08-04 中铁十六局集团第一工程有限公司 Dynamic adjusting method for pre-stress of lateral support for excavation of close-connection large-load bias foundation pit

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