JP2002220922A - Mold form supporting device - Google Patents

Mold form supporting device

Info

Publication number
JP2002220922A
JP2002220922A JP2001014933A JP2001014933A JP2002220922A JP 2002220922 A JP2002220922 A JP 2002220922A JP 2001014933 A JP2001014933 A JP 2001014933A JP 2001014933 A JP2001014933 A JP 2001014933A JP 2002220922 A JP2002220922 A JP 2002220922A
Authority
JP
Japan
Prior art keywords
foundation
formwork
mold form
base
bolt
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2001014933A
Other languages
Japanese (ja)
Other versions
JP3533188B2 (en
Inventor
Tadayuki Miyamoto
忠幸 宮本
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 JP2001014933A priority Critical patent/JP3533188B2/en
Publication of JP2002220922A publication Critical patent/JP2002220922A/en
Application granted granted Critical
Publication of JP3533188B2 publication Critical patent/JP3533188B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Abstract

PROBLEM TO BE SOLVED: To provide a mold form supporting device for constructing an integral foundation with which a mold form to form an erecting portion of the foundation can be supported with a simple operation, and after the mold form is removed, no trace is left on the foundation. SOLUTION: A mold form supporting device comprises a metal base 3 including a base board 1 fixed on the ground, bolts 2a and 2b installed upright on the base board 1, a mold form supporting portion 6 provided with a bolt inserting part 4 on the bottom face in which the bolt 2b is inserted, a screw axis 5 standing upright from the top face, a peripheral wall with a draft angle for taking off the mold form upwards, and a nut 7 to be attached with the screw axis 5.

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、主に建物の基礎の
コンクリートを打設する際の型枠を支持固定するために
用いる型枠支持装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a form supporting apparatus mainly used for supporting and fixing a form when concrete for a foundation of a building is poured.

【0002】[0002]

【従来の技術】建物の基礎は、一面の土間部分と立上が
り部分とからなるが、従来の基礎の施工手順としては、
まず土間部分のコンクリートを先に打ち込み、これが硬
化した後に、その上に型枠を立設して立上がり部分のコ
ンクリートを打ち込んでいた。こうして形成した基礎で
は、土間部分と立上がり部分のコンクリートに境い目が
でき、そこに亀裂が発生したりすることがあり、強度的
に問題があった。そのため近年では、一回のコンクリー
ト打ち込みで、土間部分と立上がり部分を同時に形成し
た一体型の基礎が望まれている。
2. Description of the Related Art The foundation of a building consists of a single-soil portion and a rising portion.
First of all, concrete in the slab was first poured in, and after it had hardened, a formwork was erected on it and the concrete in the rising portion was driven in. In the foundation thus formed, a boundary is formed between the concrete portion between the soil portion and the rising portion, and a crack may be generated there, and there is a problem in strength. Therefore, in recent years, there has been a demand for an integrated foundation in which a soil portion and a rising portion are simultaneously formed by one-time concrete pouring.

【0003】[0003]

【発明が解決しようとする課題】一体型の基礎を形成す
るためには、図4(イ)に示すように、立上がり部分の
ための型枠10を、土間の厚み分だけ宙に浮かせた状態
で支持しなければならない。現在、型枠を設置する業者
は、型枠を外側から突っかえ棒25のようなもので支え
たり、型枠10の内側に金属片26を出して基礎内部の
鉄筋27に溶接したり、型枠10の下に下駄28をかま
せたりといった場当たり的な手法を駆使して、通常の基
礎の何倍もの労力を費やしながら、なんとか対処してい
る。そうして完成した基礎の出来はどうかというと、図
4(ロ)に示すように、型枠を支持するために用いた金
具類26,28が基礎の表面に露出し、単に見映えが悪
いばかりか、金具類26,28をつたって雨水が基礎内
部に侵入するために、高い耐久性と強度を得ることがで
きなかった。また、基礎内部の鉄筋27に金具類を溶接
するのは、鉄筋の強度を著しく低下させるので禁止され
ている。
In order to form an integrated foundation, as shown in FIG. 4 (a), a form 10 for a rising portion is suspended in the air by the thickness of the soil. Must be supported by. At present, the installer of the formwork presses the formwork from the outside and supports it with something like a bar 25, or puts out a metal piece 26 inside the formwork 10 and welds it to the reinforcing steel 27 inside the foundation, By using an ad hoc method such as clogging the clogs 28 under the frame 10, it manages to cope with it while spending many times as much effort as usual. As for the completed foundation, as shown in FIG. 4 (b), the metal fittings 26 and 28 used to support the formwork are exposed on the surface of the foundation, and the appearance is simply poor. In addition, high durability and strength could not be obtained because rainwater penetrated into the inside of the foundation through the metal fittings 26 and 28. Welding metal fittings to the reinforcing bar 27 inside the foundation is prohibited because it significantly reduces the strength of the reinforcing bar.

【0004】本発明は以上に述べたような実情に鑑みて
なされたものであって、一体型の基礎を施工するにあた
って、立上がり部分の型枠を、簡単な作業で確実に支持
でき、しかも型枠を取り去った後には痕跡を一切残さな
いようにできる型枠の支持装置を提供することを目的と
する。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-described circumstances, and when a one-piece foundation is constructed, a formwork at a rising portion can be reliably supported by a simple operation. An object of the present invention is to provide a supporting device for a formwork that can leave no trace after removing the formwork.

【0005】[0005]

【課題を解決するための手段】上記の課題を達成するた
めに、請求項1記載の発明による型枠支持装置は、地盤
上に固定するベース板にボルトを垂直に立設したベース
金具と、下面側に前記ボルトの挿入部を有し、上面側に
ネジ軸が突出し、周壁に上方への抜き勾配が形成された
型枠受け具と、前記ネジ軸に対応したナットとから成
る。この型枠支持装置は、基礎の立上がり部分の型枠の
下に、間隔をおいて複数配置され、型枠受け具とナット
で型枠の下桟を挟持して、型枠を宙に浮いた状態でしっ
かりと支持し、一体型の基礎を簡単に施工できる。ま
た、型枠受け具は、コンクリートが固まった後に基礎か
ら取り外すことができ、そこにできた窪みをモルタル等
で埋めれば痕跡が何も残らない。型枠受け具は、コンク
リートとの剥離性の良い材質、例えば合成樹脂や金属で
形成するのが好ましく、市販されているPコンを型枠受
け具として利用することもできる。
According to a first aspect of the present invention, there is provided a formwork supporting apparatus, comprising: a base metal member having a base plate fixed on the ground and a bolt vertically provided on a base plate; It comprises a form receiving tool having a bolt insertion portion on the lower surface side, a screw shaft protruding on the upper surface side, and a draft upwardly formed on the peripheral wall, and a nut corresponding to the screw shaft. This formwork supporting device is arranged at intervals below the formwork at the rising portion of the foundation, and clamps the formwork lower beam with the formwork receiving member and the nut to float the formwork in the air. It is firmly supported in a state, and an integrated foundation can be easily constructed. Further, the form receiving device can be removed from the foundation after the concrete has hardened, and if the hollow formed there is filled with mortar or the like, no trace remains. The form receiving member is preferably formed of a material having good releasability from concrete, for example, a synthetic resin or a metal, and a commercially available P-con may be used as the form receiving member.

【0006】請求項2に記載したように、前記ベース金
具のボルトに長さ調節手段を設けることで、型枠の支持
高さを調節可能にでき、基礎の土間部分の厚み違いに対
応できる。
As described in claim 2, by providing the bolt of the base metal with a length adjusting means, the supporting height of the formwork can be adjusted, and it is possible to cope with a difference in the thickness of the intersoil portion of the foundation.

【0007】さらに請求項3に記載したように、前記ベ
ース金具に横方向への連結部を形成し、向かい合う型枠
を支持する型枠支持装置のベース金具同士を、連結棒で
連結することによって、向かい合う型枠同士の間隔の保
持が確実になされる。
Further, according to a third aspect of the present invention, a connecting portion in a lateral direction is formed in the base metal fitting, and the base metal fittings of the form supporting device for supporting the facing form are connected to each other by a connecting rod. Thus, the spacing between the facing molds is reliably maintained.

【0008】[0008]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。図1は本発明の型枠支持装置の一
実施形態を示す分解斜視図であり、図2はその型枠支持
装置によって、基礎の立上がり部分のための一対の型枠
を支持している状態を示している。本発明の型枠支持装
置は、ベース板1上にボルト2a,2bをスリーブ8で
連結して垂直に立設したベース金具3と、ベース金具3
の先端に取り付けて型枠10の下面に固定する型枠受け
具6、及びナット7とで構成される。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is an exploded perspective view showing an embodiment of a form supporting device of the present invention, and FIG. 2 shows a state in which the form supporting device supports a pair of forms for a rising portion of a foundation. Is shown. The form supporting apparatus according to the present invention comprises a base metal member 3 having bolts 2a and 2b connected on a base plate 1 by a sleeve 8 and standing vertically,
And a nut 7 attached to the tip of the mold and fixed to the lower surface of the mold 10.

【0009】ベース金具3のベース板1は、一辺が8c
m程度の正方形の金属製の板で、捨てコンクリート12
を打設した地盤に固定するために、コンクリート釘13
を打ち込むための釘孔14を四隅に空けてある。ベース
板1の中心にはボルト2a,2bを垂直に立設してあ
る。ボルト2a,2bは上下に2分割してあって、内面
に雌ネジを切ったスリーブ8で連結してある。スリーブ
8の上下のネジ15a,15bは、一方が右ネジ、もう
一方が左ネジになっていて、スリーブ8を回転させるこ
とで、ボルト2a,2b全体として伸び縮みするように
なっている。スリーブ8には横方向に向けて連結部9を
設けてあり、両端にネジを切った連結棒11を差し込ん
で、スリーブ8同士を連結できる。
The base plate 1 of the base fitting 3 has a side of 8c.
m square metal plate, discarded concrete 12
Concrete nail 13 to fix it to the ground
The nail holes 14 for driving are formed at four corners. At the center of the base plate 1, bolts 2a and 2b are erected vertically. The bolts 2a and 2b are divided into upper and lower parts, and are connected to each other by a sleeve 8 having a female thread on the inner surface. One of the upper and lower screws 15a and 15b of the sleeve 8 is a right-hand screw and the other is a left-hand screw. By rotating the sleeve 8, the entire bolts 2a and 2b expand and contract. A connecting portion 9 is provided in the sleeve 8 in the lateral direction, and the sleeves 8 can be connected to each other by inserting threaded connecting rods 11 at both ends.

【0010】型枠受け具6は、樹脂性の受け具本体16
に、金属性のネジ軸5を挿入固着して形成してある。受
け具本体16は円錐形になっていて、固化したコンクリ
ートから抜き取れるようになっており、また上面には摺
り鉢状の凹部23を設けてある。ネジ軸5の受け具本体
16に内蔵される部分は、断面が六角形になっていて、
そこにボックスレンチ等の工具を掛けて、型枠受け具6
全体を回転させることができる。またネジ軸5には、下
面側よりベース金具のボルト2bの先端を挿入するため
のネジ穴4を設けてある。
The form receiving member 6 is made of a resin receiving body 16.
In addition, a metal screw shaft 5 is inserted and fixed. The receiving body 16 has a conical shape so that it can be removed from the solidified concrete, and has a mortar-shaped recess 23 on the upper surface. The section of the screw shaft 5 built into the receiving body 16 has a hexagonal cross section.
Hang a tool such as a box wrench on the
The whole can be rotated. The screw shaft 5 is provided with a screw hole 4 for inserting the tip of the bolt 2b of the base metal fitting from the lower surface side.

【0011】続いて、上記の型枠支持装置の使用方法に
ついて述べる。まず捨てコンクリート12を打設した平
らな地盤に、基礎の図面を参照しながら型枠10を立設
する箇所にベース金具3を分散して配置する。次にベー
ス金具3のボルト2bの先端に型枠受け具6を取り付
け、型枠10の下桟17に孔24を空けてネジ軸5を挿
通し、型枠10を型枠受け具6の上に載せ、ネジ軸5に
ナット7を捩じ込んで固定する。つづいてスリーブ8を
回して型枠10の高さの調整を行うとともに、向かい合
う型枠10を支持している支持装置のスリーブ8同士を
連結棒11で連結し、型枠10の位置が正確に決まった
ところで、ベース板1にコンクリート釘13を打ち込ん
で固定する。ここまでの手順は多少前後してもかまわな
い。最後に向かい合う型枠10同士の上桟に図示しない
係止具を渡して固定すれば、型枠10は宙に浮いた状態
でしっかりと支持固定される。従来までのように、型枠
10の堰板18同士をセパレーターで繋ぐことは必要な
い。なお、図中の符号27は鉄筋である。
Subsequently, a method of using the above-described form supporting apparatus will be described. First, the base fittings 3 are dispersed and arranged on the flat ground on which the discarded concrete 12 is cast and where the formwork 10 is to be erected while referring to the drawing of the foundation. Next, the form receiving member 6 is attached to the tip of the bolt 2b of the base fitting 3, a hole 24 is opened in the lower rail 17 of the form 10 and the screw shaft 5 is inserted. , And the nut 7 is screwed into the screw shaft 5 to be fixed. Subsequently, the sleeve 8 is turned to adjust the height of the mold 10, and the sleeves 8 of the supporting devices that support the facing mold 10 are connected to each other with the connecting rods 11, so that the position of the mold 10 is accurately determined. Once decided, the concrete nail 13 is driven into the base plate 1 and fixed. The procedure up to this point may be slightly different. Finally, if a not-shown locking tool is passed over and fixed to the upper crosspieces of the facing formwork 10, the formwork 10 is firmly supported and fixed while floating in the air. It is not necessary to connect the dam plates 18 of the formwork 10 with a separator as in the related art. Reference numeral 27 in the drawing is a reinforcing bar.

【0012】型枠10の設置が完了したところで、型枠
10内にコンクリート19を流し込み、基礎の土間の部
分20と立上がり部分21を一度に形成する。コンクリ
ート19が固まれば、係止具とナット7を外し型枠10
を取り外す。型枠受け具6も、ボックスレンチ等の工具
で回転させれば、コンクリート19から容易に抜き取る
ことができる。型枠受け具6が埋まっていた所には穴が
空くので、そこはモルタルやシーリング材22を充填し
て補修する。こうして一体型の基礎を簡便に施工でき
る。
When the installation of the formwork 10 is completed, concrete 19 is poured into the formwork 10 to form the foundation portion 20 between the soil and the rising portion 21 at a time. When the concrete 19 has hardened, the locking member and the nut 7 are removed and the formwork 10 is removed.
Remove. The mold receiver 6 can also be easily removed from the concrete 19 by rotating it with a tool such as a box wrench. A hole is made in the place where the form receiving member 6 was buried, and the hole is filled with a mortar or a sealing material 22 for repair. In this way, an integrated foundation can be easily constructed.

【0013】本発明の型枠支持装置は、以上に述べた実
施形態に限定されない。例えばベース金具3のボルトの
長さ調節手段については、スリーブ8をベース板1に溶
接して、一本のボルト2bのみで調節できるようにして
も良いし、長さ調節が必要なければ、一本のボルトを単
にベース板1に溶接しただけでも良い。また、連結部9
は必ずしもスリーブ8に設ける必要はなく、ベース金具
同士を連結できればどのように形成しても良い。
The form supporting apparatus of the present invention is not limited to the above-described embodiment. For example, as for the length adjusting means of the bolt of the base fitting 3, the sleeve 8 may be welded to the base plate 1 so that it can be adjusted with only one bolt 2b. The bolts may be simply welded to the base plate 1. Also, the connecting portion 9
Need not necessarily be provided on the sleeve 8, and may be formed in any manner as long as the base fittings can be connected to each other.

【0014】[0014]

【発明の効果】請求項1記載の型枠支持装置によれば、
基礎の立上がり部分の型枠を、宙に浮いた状態でしっか
りと支持でき、土間の部分と立上がり部分が一体となっ
た強固な基礎を簡便に施工できる。しかも、できあがっ
た基礎には、本型枠支持装置の痕跡を一切残さない状態
にできる。
According to the form supporting apparatus of the first aspect,
The formwork of the rising part of the foundation can be firmly supported in the state of being suspended in the air, and a solid foundation in which the part between the soil and the rising part is integrated can be easily constructed. In addition, it is possible to leave no trace of the form support device on the completed foundation.

【0015】請求項2記載の発明によれば、型枠の支持
高さを自由に調節することができ、土間の部分の厚みの
違いや地盤の凹凸に対応できる。
According to the second aspect of the invention, the supporting height of the formwork can be freely adjusted, and it is possible to cope with the difference in the thickness of the portion between the soils and the unevenness of the ground.

【0016】さらに請求項3記載の発明によれば、対向
する型枠同士の間隔を保持させることができ、従来のよ
うに型枠同士をセパレーターで連結する作業が不要とな
り、型枠設置作業を一層簡略化できる。
Further, according to the third aspect of the present invention, it is possible to maintain the interval between the opposing molds, and it is not necessary to connect the molds with the separator as in the related art. It can be further simplified.

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

【図1】本発明による型枠支持装置の実施形態を示す分
解斜視図である。
FIG. 1 is an exploded perspective view showing an embodiment of a form support device according to the present invention.

【図2】本発明の型枠支持装置によって、立上がり部分
の一対の型枠を支持する状態を示す縦断面図である。
FIG. 2 is a longitudinal sectional view showing a state in which a pair of molds at a rising portion are supported by the mold supporting device of the present invention.

【図3】本発明の型枠支持装置を用いて形成した基礎の
縦断面図である。
FIG. 3 is a longitudinal sectional view of a foundation formed by using the form support device of the present invention.

【図4】(イ)(ロ) 従来の一体型基礎を形成する際の型枠の縦断面図と、こ
れによって形成した基礎の縦断面図である。
FIGS. 4A and 4B are a longitudinal sectional view of a mold when a conventional integrated foundation is formed and a longitudinal sectional view of a foundation formed thereby.

【符号の説明】[Explanation of symbols]

1 ベース板 2a,2b ボルト 3 ベース金具 4 ネジ穴(挿入部) 5 ネジ軸 6 型枠受け具 7 ナット 8 スリーブ(長さ調節手段) 9 連結部 10 型枠 11 連結棒 DESCRIPTION OF SYMBOLS 1 Base plate 2a, 2b Bolt 3 Base metal fitting 4 Screw hole (insertion part) 5 Screw shaft 6 Formwork holder 7 Nut 8 Sleeve (length adjustment means) 9 Connecting part 10 Formwork 11 Connecting rod

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 地盤上に固定するベース板(1)にボル
ト(2a,2b)を垂直に立設したベース金具(3)
と、下面側に前記ボルト(2b)の挿入部(4)を有
し、上面側にネジ軸(5)が突出し、周壁に上方への抜
き勾配が形成された型枠受け具(6)と、前記ネジ軸
(5)に対応したナット(7)とから成る型枠支持装
置。
A base metal fitting (3) having bolts (2a, 2b) erected vertically on a base plate (1) fixed on the ground.
And a form receiver (6) having an insertion portion (4) for the bolt (2b) on the lower surface side, a screw shaft (5) protruding on the upper surface side, and a draft upwardly formed on the peripheral wall. And a nut (7) corresponding to the screw shaft (5).
【請求項2】 前記ベース金具(3)のボルト(2a,
2b)に、長さ調節手段(8)を設けたことを特徴とす
る請求項1記載の型枠支持装置。
2. The bolt (2a, 2b) of the base fitting (3).
2. Formwork supporting device according to claim 1, characterized in that a length adjusting means (8) is provided in 2b).
【請求項3】 前記ベース金具(3)に横方向への連結
部(9)を形成し、向かい合う型枠(10)を支持する
型枠支持装置のベース金具(3)同士を、連結棒(1
1)で連結できるようにしたことを特徴とする請求項1
又は2記載の型枠支持装置。
3. A base (3) is provided with a connecting portion (9) in a lateral direction, and the base fittings (3) of a form supporting apparatus for supporting the facing form (10) are connected with a connecting rod (3). 1
2. The connection according to claim 1, wherein
Or the form support device according to 2.
JP2001014933A 2001-01-23 2001-01-23 Formwork support device Expired - Fee Related JP3533188B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001014933A JP3533188B2 (en) 2001-01-23 2001-01-23 Formwork support device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001014933A JP3533188B2 (en) 2001-01-23 2001-01-23 Formwork support device

Publications (2)

Publication Number Publication Date
JP2002220922A true JP2002220922A (en) 2002-08-09
JP3533188B2 JP3533188B2 (en) 2004-05-31

Family

ID=18881559

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101574674B1 (en) 2015-08-10 2015-12-04 (주)신원이엔지 Sensor fixing jig for measuring function of smoke control device in tunnel
JP2016191233A (en) * 2015-03-31 2016-11-10 株式会社奥村組 Height adjusting jig, and method for forming rising part of slab
JP6062587B1 (en) * 2016-03-11 2017-01-18 健司 松井 Floating formwork
CN114635561A (en) * 2022-03-09 2022-06-17 杨彩芝 Adjustable triangular supporting device for building template

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016191233A (en) * 2015-03-31 2016-11-10 株式会社奥村組 Height adjusting jig, and method for forming rising part of slab
KR101574674B1 (en) 2015-08-10 2015-12-04 (주)신원이엔지 Sensor fixing jig for measuring function of smoke control device in tunnel
JP6062587B1 (en) * 2016-03-11 2017-01-18 健司 松井 Floating formwork
CN114635561A (en) * 2022-03-09 2022-06-17 杨彩芝 Adjustable triangular supporting device for building template

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